HomeMy WebLinkAbout31513 Canyon View tr 20705FRIEDMAN TRACT #20705 PC# 92 -230
PC# 92 -231 232
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PARTIAL FRAMING PLAN -
ALL NOTES AND DIMENSIONS
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GENERAL
I. SEE SHEETS GN.I AND GN.2 FOR ADDITIONAL APPLICABLE GENERAL NOTES,
2. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES.
3. T14E DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING. SHORING,
TEMPORARY SUPPORTS, ETC., S THF. SOLE RESPONSIBILITY OF THE FppAMINE CON-
TRACTOR AND ,LAS NOT BEEN CONSIDERED BY THE SYRUCTURAL BNEINEER. THE
FRAMING CONTRACTOR t5 RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIORTOTHEAPPLICATIONOFTHESHEARWALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISHMATERIALS. HE SHALL PROVIDE 'THE NECESSARY BRACING TO PROVIDE STABILITYPRIORTOTHEAPPLICATIONOFTHEAFORE- MENTIOt1E0 MATERIALS.
OBSERVATION VISIT$ TO THE SITE BY TILE ST"TURAL ENGINEER SHALL NOTINCLUDEINSPECT 'ON OF THE ABOVE ITEMS.
4. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDEREDBYTHESTRUCTURALENGINEER.
S. CONCRETE SLAB ON GRADE HAS NOT BEEN DESIGNED BY THE STRUCTURALENGINEER,
6. REFER TO STRUCTURAL CALCULATIONS FOR ANY QUESTION REGARDING LUMBER
GRADES, BEAMS AND HEADER SIZES. FOOTINGS, AND SHEAR REQUIREMENTS.
7. REFER TO SOILS REPORT FOR ANY QUESTIONS REGARDING SOILS REQUIREMENTS,
0. NO FRAMING F cG0ANYTYPESHALLELLB N ALOCE LED PRIOR T0 0 PIN TISEC N Y0BGOVERNINGAGENCIES.
9. GRADING AND DRAINAGE: ALL PAVING. FLAT WORK AND PLANTERS NEXT TO
BUILDING SHALI. BE PROPERLY GRADED TO CARRY WATER AWAY FROM BUILDINGS.
10. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE ORCONSENT0FTHESTRUCTURALENGINEERWHOSENA ' ISG T RJ E APPEARS HERON.
A. ALL OF THE A,S.T.M, DESIGNATIONS ARE TO BE OF THE LATEST REVISION.
12. FRAMING SUB - CONTRACTOR TO CHECK AND VERIFY SIZE AND LOCATION OF
ELECTRICAL SERVICE AND PLUMBING RUNS WITH ELECTRICAL AND PLUMBING
SUB- CONTRACTORS BEFORE THE BEGINNING OF CONSTRUCTION,
13, NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN
APPROVAL OF THE STRUCTURAL ENGINEER, APPROVAL BY GOVERNING AGENCY DOESNOTICONSTiTUEAUTHORITYTODVIALREEFROMTHEPCANS0RSPECIFICATIONS. IFISEC C DNS.
I. 4 OR AEOU ' L: THE CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S AND
BUILDERS APPROVAL ALL MATERIALS OR EQUIPMENT WHICH IS CONSIDEREDOREQUAL' TO THAT SPECIFIED.
15. SPECIAL INSPECTION PER SECTION 306 OF THE UBC IS REQUIRED AS FOLLOWS:
ALL FIELD WELDING OF STRUCTURAL STEEL, REINFORCING STEEL, AND METALDECKING
INSTALLATION OF HIGH STRENGTH FRICTION BOLTING, A321c.
INSTALLATION OF HIGH STRENGTH ANCHOR BOLTING.
DURINGONCOE
EE
ANDKPNEUMAiCALLYPPLACED CONCRETE. EXCEPTAFORREINFORCED
CONCRETE WHEN THE STRUCTURAL DESIGN STRENGTH IS NO GREATER THAN - F'c- 2000 Psi.
16. UNLESS NOTED OTHERWISE ON THE DRAWINGS. THE DETAILS ON DRAWINGS SHALLBEUSEDWHENEVERAPPLICABLE. WHERE NO DETAIL 15 SHOWN, CONSTRUCTIONSHALLBEASSHOWNFOROTHERSIMILARWORK.
AA%L> JR
1. BRICK SHALL BE MEDIUM WEIGHT (MW) GRADE IN ACCORDANCE WITH A.S.T.M.
C -62. WITH AN ALLOWABLE COMPRESSIVE STRENGTH OF 2000 051.
2. ALL- CONCRETE BLOCK SHALL CONFORM TO A.S.T,M, C-90, GRADE N -I. LIGHT ORMEDIUMWEIGHT,
3, AGGREGATE SHALL CONFORM TO A.S.T,M,C-144 IMORTAR)AND A,S.T.M.0 -404GROUTI.
4, PORTLAND CEMENT SHALL BE AS SPECIFIED FOR CONCRETE,
5. MORTAR SHALL BE TYPE 'S' MIXED IN PROPORTIONS OF W -PART PORTLAND
CEMENT TO (1/4) TO (1121 - PARTS LIME PUTTY TO (2 -1/4) TO (31 TIMES THESUMOFTHECEMENTPLUSLIMEPUTTYPARTSOFSAND.
6. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 I. ANDSHALLBEMIXEDINTHEFOLLOWINGPROPORTIONS:
FINE GROUT00 -PART PORTLAND CEMENT TO WHICH MAY BE ADDED NOT MORETHAN (1 /10)- PART HYDRATED LIME OR LIME PUTTY AND (2-114) TO (3) PARTS SAND.
COURSE GROUTzW -PART PORTLAND CEMENT TO WHICH MAY BE ADDED NOT
MORE THAN (1 /10)-PART HYDRATED LIME OR LIME PUTTY AND (2) TO (3) PARTS SAND, AND NOT MORE THAN 12) -PARTS GRAVEL.
7. ALL MASONRY SHALL BE REINFORCED GROUTED MIASONRY.GROUT SOLID ALL CELLSWHICHCONTAINRE -BAR, BOLTS, ETC.. GROUT SOLID ALL CELLS BELOW GRADE.
8. MASONRY VENEER SHALL BE AS PER CHAPTER 30 OF THE APPLICABLE U.B.C.
9. PROVIDE 2 -I/2' MINIMUM GROUT SPACE AND 1/2' MINIMUM GROUT BETWEENREINFORCINGBARSANDMASONRY.
O. SET BOLT. ANCHORS, REGLETES, SLEEVES. INSELIS OR OTHER ITEMS NECESSARYFORTHEATTACHMENTOFSUBSEDUENTWORK,
II. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF UNITS, LAYING PATTERN ANDJOINTDETAILS. UNLESS SPECIFICALLY SHOWN OTHERWISE. ALL CONCRETE
BLOCK AND BRICK SHALL BE LAID IN RUNNING BOND.
12. MASONRY SUBCONTRACTOR SHALL SUBMIT SAMPLES OF PRECAST CONCRETE VENEERSTOLEWISHOMESFORAPPROVALPRIORTOPROCEEDINGWITHINSTALLATION.
STRUCTURAL STEEL
L STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M.A- 36,U.N.O.
2. STEEL PIPE SHALL CONFORM TO A.S.T.M. A -51. GRADE B.
3. STEEL TUBING SHALL CONFORM TO A.S.T,M,A -5C'OR A -500, GRADE B. F(y) =46 ksl.
4. STEEL PLATES SHALL CONFROM TO A.S.T.M. A -282, GRADE A.
S. MACHINE BOLTS AND ANCHOR BOLTS r "R STEEL MEMBERS SHALL CONFORM TOA,S,T.M..- -307, U.N.O.
6. LIGHT GAGE COLO FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A -441, U.N.O.
7. HI- TENSILE BOLTS, WHERE INDICATED ON PLANS OR DETAILS. SHALL BE OF THE. FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER OR GALVANIZINGBETWEENTHECONTACTSURFACES. HI- TENSILE BOLTS SHALL CONFORM TO A.S,T.MA -325. U.N.O.
B, WELDING OF STRUCTURAL STEEL SHALL CONFORM TO A.W.S 01.1 USING APPROVEDETOXXELECTRODES.
9. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER, USING THE ELECTRICSHEILDEDARCPROCESSATLICENSEDSHOPS, OR OTHERWISE APPROVED BY THELOCALBUILDINGDEPARTMENT.
10, CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING.
11. ALL GROUT UNDER STEEL BEARING PLATES SHALL BE SOLID DRYPACK OR NON -
SHRINK GROUT PLACED AS DIRECTED BY THE MANUFACTURER.
STRUCTURAL STEEL - CONTINUED
12. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER
FABRICATION.OR OTHER APPROVED WEATHER PROOFING MF-THOOS MAY BE USED,
13. WHERE FINISH IS ATTACHED TO STEEL, PROVIDE 1/2' DIA. BOLT HOLES 0 48' O.C.. U.N.O.. FOR ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS
FOR FINISHES. (ALTERNATE - 1/2' DIA.x3' NELSON STUDS 0 48' O.C.. U.N.O.)
14. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THESPECIFICATIONSFORTHEDESIGN, FABRICATION, AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS %BY A.I.S.C,
15. ALL SHOP DRAWINGS SHALL BE APPROVED BY THE GENERAL CONTRACTOR PRIOR TOSUBMITTALTOENGINEER.
REINFORCING STEEL
1. ALL REINFORCING STEEL :'HALL CONFORM TO A.S.T.W. A- 615-40 FOR •5 BARSANDSMALLER.
2. ALL REINFORCING STFEL SHALL CONFORM TO A.S.T.M. A-615-60 FOR •6 BARSANDLARGER.
3. WELDED WIRE FABRIC TO CONFORM TO A.S.T.M, A -185, LAP TO BE 1 -112' SPACES. 12' MINIMUM.
4, REINFORCING DETAILING. BENDIN G D INSPAANPLACING ., SH4 LL CONFORM TO A.C.I. 315.
S. WELDING OF REINFORCING STEEL SHALL CONFORM TO CURRENT A.W.S STANDARDS, USING PROPER LOW HYDROGEN WELDING RODS.
6. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL ANDFACEOFNCDCRETE. SHALL 6E MAINTAINED UNLESS NOTED OTHERWISE ON PLANS.
SLABS ON GRADE ............... ............................... ....CENTER OF SLABCONCRETEBELOWGRADE. FORMED .................. ............................2' CONCRETE BELOW GRADE. UNFORMED (POURED INSi EARTH ........3' CONCRETE EXPOSED TO WEATHER ......................... .........................I -1/2' WALLS .................................................... .............. .......... 1.
COLUMNS AND BEAMS TO MAIN BARS ..................... .............................2'
T. ALL BAR S IN CONCRETE SHA LL DE LAPP IEDAMINIMUMUM OF 76 AR8 DIAMETERS2'-0' MINIMUM) AU T A PALLS LICES N
B. ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS2' -0' MINIMUM) AT ALL SPLICES, U.N.O.
9. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED4' -0' MINIMUM.
10. PROVIDE DOWELS IN FOOTINGS AND /OR GRADE BEAMS THE SAME SIZE AND NUMBERASVERTICALWALLORCOLUMNREINFORCING. DOWELS SHALL HAVE A MINIMUM
PROJECTION EQUAL TO STANDARD LAP SPLICE, U.N,O-
IL •5 OR LARGER BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF ENGINEER. ALL BAR BENDS SHALL BE MADE COLD.
12. ALL REINFORCING STEEL, ANCHOR BOLTS. DOWELS, AND INSERTS SHALL BE WELL
SECURED IN POSITION PRIOR TO INSPECTION AND PLACING OF CONCRETE ORGROUTINGMASONRY.
13. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER
OF THE WALL, U.N.O.. AND TIED INTO POSITION AT THE TOP AND BOTTOM ANDATINTERVALSNOTEXCEEDING192BARDIAMETERS.
REINFORCED CONCRETE
I. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2000 Dal.
CONCRETE TO BE MACHINE MIXED WITH A MAXIMUM OF 7 -112 GALLONS OF WATERPERSACKOFCEMENT.
2. ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150.
3. USE TYPE 3L CEMENT FOR SOIL CONTAINING A SULFATE CONCENTRATION OF 0.2% OR MORE.
4. FINE AND COURSE AGGREGATE SHALL CONFORM TO A.S.T.M, C -33 FOR NORMAL
WEIGHT CONCRETE AND A.S.T.M. C -330 FOR LIGHTWEIGHT CONCRETE.
5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITHA.S.T.M. C -94,
6. REINFORCING BARS SHALI. CONFORM TO A.S.T.M. A- 615 -40 AND APPLICABLEU.B.C. STANDARDS.
7. WATER SHALL BE CLEAN AND SUITABLE FOR DOMESTIC USE.
B. SILL FASTENING:
EXTERIOR AND EXTFROR BEARING WALLS: I/2' DIAMETER x 10' LONG ANCHOR
BOLTS, T' INFO CONCRETE PER UBC TABLE 26-13,6-0-O.C. MAXIMUM, 12'
FROM ENDS AND SPLICES U.N.O. ON PLANS OR ENGINEERING CALCULATIONS.
INTERIOR BEARINGS WALLS: APPROVED SHOT PINS WITH CAOMiUM WASHERS, 2'-0'
D.C. MAXIMUM, 6' FROM CORNERS AND SPLICES U.N.O. ON PLANS ORENGINEERINGCALCULATIONS,
INTERIOR NON- BEARING WALLS: APPROVED SHOT PINS WITH CADMIUM WASHERS, 3'-0' O.C. MAXIMUM, 6' FROM CORNERS AND SPi.ICES U.N.O. ON PLANS ORENGINEERINGCALCULATIONS.
9. TOP OF CONCRETE SLABS TO BE A MINIMUM OF 6' ABOVEFINISHGRADE.
10. PROVIDE 3/4' CHAMFERS AT ALL EXPOSED CORNERS.
11. FOUNDATION (WIDTHS AND DEPTHS) AND REINFORCING AS SHOWN ON PLANS ARESUPERCEDEDBYLOCALCODESORORDINANCESWHICHREQUIREINCREASESOFTHESAME.
12. ALL RCINFORC:NG STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BESECUREDINTOPOSITIONANDINSPECTEDBYTHELOCALBUILDINGOFFICIALPRIORTOTHEPLACINGOFANYCONCRETE.
13. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BEEMBEDDEDTHEREIN. PIPES OR DUCTS EXCEEDING 1/3 THE SLAB OR WALL
THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESSSPECIFICALLYDETAILED.
14. LOCATION OF CONSTRUCTION OR POUR JOINTS MUST BE APPROVED BY THESTRUCTURALENGINEER.
15. FOOTINGS SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT SOIL/ GEOLOGY ENGINEER PRIOR TO I: SPECTIONS AND PLACEMENT OF CONCRETE.
16. DO NOT PLACE. CONCRETE UNTIL ALL REINFORCEMENT, CONDUIT OUTLET BOXES, ANCHORS.
ARE SECURELY EAND SPROPERLYBOLTSASTENED IINERTHEM PROER PLACES SAND DPOSITION. SUB - CONTRACTORS SHALL V'CRIFY INSTALLATION OF HOLDOWN AND ANCHOR BOLTS,
PAHD STRAPS AND OTHER ANCHORAGE MATERIAL AND ITEMS PRIOR TO PLACEMENTOFCONCRETE.
REINFORCED CONCRETE - CONTINUED
17. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL ANC FACEOFCONCRETESHALLBEMAINTAINEDUNLESSNOTEDOTHERWISEONPLANS,
SLABS ON GRADE .............................. .........................CENTER OF SLAB
CONCRETE BELOW GRADE FORMED 2. CONCRETE BELOW GRADE,LNFORMEO- (POURED AGAINST EARTH) 3- CONCRETE EXPOSED TO WEATHER ,,,1 -I/2' WALLS ..« ....... _ . ............................... ......... ........................J'
18. CONCRETE SUB- CCTITRACTOR SHALL PERFORM ANY DRY- PACKIING OPERATIONS NEEDEDBYTHEFRAMINGCONTRACTORINBRINGINGHISTOPPLATELINESTOALEVELCONDITION.
19. CONCRETE SUBCONTRACTOR SHALL PROMPTLY REMOVE ANY ANCHOR BOLTS OR
OTHER STEEL INADVERTANTLY MISPLACED IN OR AT OPENINGS AND SHALL PATCHANYSURFACEDAMAGECAUSEDBYTHEREMOVALTHEREOF.
20. REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR LOCATION OF DEEPENEDFOOTINGS.
21. SLABS SHALL BE TROWELED SMOOTH AND LEVEL AROUND ALL PLUMBING PIPES. ELECTRICAL CONDUIT, AND MISCELLANEOUS IRON STRAPS PROTRUDING THEREFROM,
22. AFTER COMPLETION OF POURING EACH SLAB.CONCRETE SUB - CONTRACTOR SHALL
REMOVE ALL FORM LUMBER, MISCELLANEOUS LUMBER AND CEMENT DEBRIS ,LEAVINGJOBSITECLEANANDNUGRADEDSMOOTHFORWORKMEN. E.
23. CONCRETE SUB - CONTRACTOR TO FURNISH ALL CONCRETE, ROCK, SAND, MESH, MEMBRANE, ANCHOR BOLTS W/ NUTS AND WASHERS,ANCHORS STRAPS.FORM MATERIALS,
AND REINFORCING STEEL. ALL SPECIAL. STEEL SHALL BE FABRICATED BY STEEL
STRAIG TIALLTSCREEDSSSHALL BE STRAIGHT, ALL OPOINTSMIONRTHE 8UILDWG SLABSHALL _ WITHIN 3BE I/8' OF ESTABLISHED GRADE ELEVATION WITHIN ANY 12' RADIUS.
24. HEIGHT AND WIDTH OF ALL FOOTING TRENCHES SHALL BE AS PER PLAN, TRENCHESFORFOOTINGSSHALLBECLEANEDBEFORECONCRETEISPOURED. AN IMAGINARY
LINE FROM THE BOTTOM CORNER OF ANY FOOTING, EXTENDING DOWNWARD AT 45DEGREESFROMTHEHORIZONTALSHALLNOTINTERSECTANYEXCAVATIONFORGAS, SEWER OR DRAINAGE PURPOSES.
25. POST ITNESON SLABS ,IF APP LICA BCE, P OS T TENSIONION LOA OS FROMR T0STRUCTURERUEABOVESHALLBESUPPLIEDTPOST-TENSION0TNETENSIONDESIGN, ANCHOR BOLTS AND OTHER HARDWARE NTORBERSHOWN ON POST -
TENSIDN PLANS TO AVOID MIS - LOCATION OF HARDWARE, AHO POSSIBLE FIELDFIXWHICHMAYCUTTENDONS.
FOUNDATION
1. ALL CONTINUOUS FOOTINGS TO HAVE 1/2' DIA. x 10' LONG ANCHOR BOLTS WITH
1 -1/2' WASHERS O 72' O.C., U.N.O. ON PLANS. USE MINIMUM 0-A.B.'s PER
SILL PLATE PER SHEAR. PANEL WITH (11- ANCHOR BOLT 0 MAXIMUM 12' FROMENDSANDSPLICES, U.N.O.
2. USE 112' DIA• x 12' LONG ANCHOR BOLTS AT ALL (2)2X AND 3X SHEAR PANELSILLPLATELOCA'iIONS.
3. ALL CONTINUOUS GRADE BEAM FOOTINGS TO HAVE MINIMUM (I) - •4 REINFORCING9ARATTOPANDATBOTTOM. U.N.O.
4, VERIF( MINIMUM FOUNDATION DEPTH, WIDTH, REINFORCING STEEL, ANO ADDITIONALEXPANSIVESOILREQUIREMENTSWITHVALIDSOILSREPORT, AND IF ANY CONDITIONSARE. MORE RESTRICTIVE THAN THE STATED STRUCTURAL MINIMUM REQUIREMENTS,
THEY SHALL SUPERCEOE SAID STRUCTURAL MINIMUM REQUIREMENTS.
5. PROVIDE -3 x 24' LONG DOWELS 0 24 O.C. AND 12' FROM CORNERS AT ALLCONCRETESTOOPSANDPORCHES.
6. VERIFY LOCATION OF HOLD DOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TOASSUREPROPERANDACCURATEINSTALLATION,
7. ALL METAL ANCHORS, FASTENERS, AND CONNECTORS, ETC. SPECIFIED ON PLANS
SHALL BE FROM THE SIMPSON STRONG -TIE COMPANY OR AN APPROVED EQUAL INSTRUCTURALDESIGNANDLOADVALUES.
8. VERIFY THE LOCATIONS OF FOUNDATION HARDWARE WITH THE FRAMING SUB -
004TRACTOR PRIOR TO PLACEMENT OF CONCRETE. DO NOT REDUCE SHEAR PANELWIDTHWITHOUTWRITTENCONSENTOFTHESTRUCTURALENGINEER.
9. REFER TO ELEVATION PLAN ADDENDA'S FOR ANY VARIATIONS.
10. HOLD DOWN ANCHORS, 1 -e. S!MUPSON HPAHO's, PAHO's, CB's, PB's TO BE TIED
IN PLACE PRIOR TO CALLING FOR INSPECTION. WHEN TWO POUR SYSTEM
IS USED, IMBED HOLD DOWN 4' MINIMUM BEYOND COLD JOINT, HOLD DOWNS TOBEINSTALLEDINACCORDANCEWITHi.C.6.0. REPORT •1211.
I. FOUNDATION EXCAVATIONS SHALL BE INSPECTED PRIOR TQ FORMING OR PLACEMENT
OF REINFORCING STEEL BY THE SOILS ENGINEER.
WOOD FRAMING
AINDICATES SHEAR WALLS. SEE SHEET SN -2
0 INDICATES STRUCTURAL BEAMS AND HEADERS ,SEE CALCULATIONS)
I, SEE SHEET GN.1 FOR ADDITIONAL WOOD FRAMING RECUIREIAENTS.
2. ALL RESAWN AND ROUGHSAWN BEAMS ARE TO BE DELIVERED FREE OF HEART CENTER.
3. PLYWOOD FOR ROOF SHEATHING SHALL BE COX, USE EXTERIOR TYPE, MIN, GRADE
FLOOR SUPPORTS, OVER OWHICHTPANELS HA E
APPLEDA
SHALLIN INCHES OF ROOF ANDNOTEXCEEDTHESPAN
RATING STAMPED ON THE PANELS. ALL STRUCTURAL USE PANELS IN ACCORDANCE
WITH NER -108 SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE MARK OF THEAMERICANPLYWOODASSOCIATION (APA).
4. PLACE PLYWOOD SHEATHING PERPENDICULAR TO JOIST AND 'C'FACE DOWN.
5. ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SPECIFIED ON PLANS
SHALL BE FROM THE SIMPSON STRONG -TIE COMPAI'Y OR AN APPROVED EQUAL IN
STRUCTURAL DESIGN AND LOAD VALUES. FULLY NAIL OR BOLT ALL HARDWARES, I.e. STRAPS, PAHO':., HANGERS, PB /CR, PC /CC, ETC.
6. ALI. JOIST HANGERS TO BE SIMPSON 'U' HANGERS L.N.O., OR AN APPROVEDEQUALINSTRUCTURALDESIGNANDLOADVALUES.
7. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER'S
RECOMMENOATIONIS,U.N.O. RECOMMEND RAMSET 13348 0 361 O.0 AT SHEAR/
BEARING WALLS AND 48' O.0 AT NON-SHEAR/NON-BEARING WALLS, NOTE,
CALCULATIONS GOVERN IN ALL CASES, (ALTERNATE - RAMSET -2330 OR EQUIVALENT024' O.C. AND 36' O.0 RESPECTIVELY),
8, ALL CONVE14TIONAL FRAMED PORTIONS TO BE CONSTRUCTED PER SECTIONS 2516 -2517
OF THE UNIFORM BUILDING CODE. ALL NAILING IS TO BE PER TABLE NO.25-0OFTHEURC.
9, ALL LAC BOLTS OR SCREWS SHALL HAVE A PRE-DRILLED LEAD HOLE TO THE SAME
DEPTH Ar NAMETER AS THE UNTHREADED SHANK. THE REMAINDER OF THE HOLEOCCUPE'. THE THREADED PORTION SHALL HAVE A DIAMETLR EQUAL TO 75% OF THESHANKDIP. i TER. INSTALL LAG BOLT TURNING WITH A WRENCH. DRIVING BY HAMMER ISNOTALLOWLD. BEFORE COVERING, IF NECESSARY, E- TIGHFEN BOLTS.
10. PROVIDE 2xC RAFTERS 0 24.0 /c, W/ MAX. SPAN 9' -0' AT CALIFORNIA FRAMING, U.N.O.
8. USE MINIMUM 1112% OR 3X NOMINAL MEMBERS WHEN NA;L SPACING IS 0 2' OR CLOSER, CENTER TO CF-NTER,AT SHEAR WALLS.
WOOD FRAMING - CONTINUED
12, TOP PLATES OF ALL STUD WALL SHALL BE TWO PIECE THE SAME SIZE AS STUDS,
U.N.O. SPLICES TO LAP 4' -0' MINIMUM, WITH A MINIMUM OF 16116d NAILS PERSPLICE __LW l)ETAL_._ M
13. ALL BOLT HEADS AND POUTS SEARING ON WOW SHALL HAVE STANDDARD CUT WASHERS
BOLTS- SNALLTDE NEE}IGAIENEDBPRIOR YO INSTALLATION THANFSHEATHMC PLAIST(ER. INTERIOR FINISH AND ETC.
14. PE -DRILL FOR NAILING WHEN NAIL SPACING RESULTS IN THE WOOD SPLITTING,
15 MAXIMUM VIN STUDfOWALLSENO BRACINGYWOOD( SHEATHED. NAIL 1121•Bd's2PER STUD AND3)-8C'8 AT EACH END TO PLATE (MINIMUM (4)- STUDS.)
16. ALL BEAMS TO BE SUPPORTED WITH THE SAME WIDTH FULL BEARING STUDS OR POST, U.N.O.
17, ALL DOUBLE JOIST ARE TO BE SECURED W/ 12) ROWS 16d NAILS 0 12' O.C., U.N.O.
Si GGERED,UEN.OSEDGE
OISTADNCFMOFH
BOLTS FORBOLTS SHIALL. BE
NOTE
LESS THAI 2'.
18. ALL MULTIPLE STUDS TO BE ATTACHED PITH 16d NAILS 0 24'.
19. THS ULTURA L MEMBERS SHALL NOT DE CUT FOR PIPE6. CONDUITS, ETC, UNLESSSPECIFICALLYDETAILEDBYTHESTRUCTURALENGINEER.
20. APPLY SHEAR MATERIALS PRIOR TO FURRING, FROM 80TTOM PLATES TO TOP PLATESWITHNOINTERRUPTIONS.
21, PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS.
22. ALL ISOLATED POST AND BEAMS TO HAVE SIMPSON PB's AND PC's MIN. U.N.O.
23. HOLD DOWN ANCHORS, I.e. SIMPSON HPAHO'S PAHD's,CB's, TO BE TIED IN PLACEPRIORTOCALLINGF ^R INSPECTION.
24. VERIFY LOCATION OF HOLD DOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TOASSUREPROPERANDACCURATEINSTALLATION.
25. A SIMPSONALL5MSON HPA ND PA 110 AND CB HO LDOWNS TO BE FASTENED TO MIN, 4x4 POST, U.N.O.
26. FRAMING FOR PRE - FABRICATED FIREPLACE FLUES SHALL PE BALLOON FRAMED
FULL-HEIGHT USING 2x4 STUDS 0 16' O.C. BRACED AT MID-HEICHT AND AT THEPLATEHEIGHTS. TYP. U.N.O.
26. FLOOR JOISTS ARE NOT DESIGNED TO SUPPORT WATER BEDS. ENGINEER OFRECORDSHALLBENOTIFIEDIFWATERBEDSARETOBEUSED.
27. PROVIDE PURLIN AS INDICATED ON PLANS, SAME SIZE AS SUPPORTED
RAFTERS. WITH MINIMUM 2x4 STRUT - BRACES SPACED AT 48' O.C. WITH
MINIMUM SLOPE OF 45 DECREES FROM THE HORIZONTAL. WHERE UNBRACEOLENGTHOFSTRUTSEXCEED8FEET, USE 2x6 OR 4x4 STRUT -BRACEMEMBERS.
28. PROVIDE MINIMUM 2x4 RAFTER TIES SPACED AT NOT MORE THAN 48 -D.C.
29. BRACE HIP AND RIDGE MEMBERS TO ADJACENT STRUCTURAL BEAMS AND /ORNEAIWWALLS.
30. PROVIDE CALIFORNIA ROOF FRAMING WHERE INDCATEU ON PLANS WITH
RHEA HNGDUNDERRCALIFORNIASPACEDRAMED AREAS ANDCONTINUE
CALLED FOR IN THESE NOTES.
31. PROVIDE FULL BEARING STUDS, MINIMUM (21- STUDS. AT LOCATIONS WHEREROOFBRACEMEMBERSAREKICKED, UNLESS OTHERWISE NOTED.
31. PROVIDE FULL BEARING STUDS UNDER MULTI-STUDS AND POSTS ABOVE. MINIMUM 12)- STUDS, UNLESS OTHERWISE NOTED.
33. PROVIDE SOLO BLOCKING AT ALL POSTS FROM ABOVE TC: BEARING BELOW.
34, PROVIDE DOUBLE FULL BEARING TRIMMERS UNDER 4.10 AND LARGER BEAMS, UNLESS OTHERWISE NOTED,
35. ALL STRUCTURAL DRYWALL SHEAR PANELS MUST BE PRE -HUNG AND TO BE
INSTALLED PRIOR TO FURRING,ANO ALSO SHALL BE EDGE NAILED AT TOP
AND BOTTOM PLATES, AS SQUARED PER 'SMEAR VALL SCMWME'.
36. PROVIDE MINIMUM 2x6 WCDF -2 STUDS AT ALL PLUMBING WALLS.
37. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
38. TOOTEE JOSS
FULL
DEPTH BLOCKING UNDER PARTITIONS WHICH ARE PERPENDICULAR
MICRO =LAMS
I, MICROLAMS SHALL BE FABRICATED BY T:cUS -JOIST OR AN APPROVED EQUAL IN
STRUCTURAL DESIGN AND LOAD VALUES, AND CONFORM TO I.C.B.O. REPORT No. NER -126 AND SHALL HAVE THE FOLLOWING DESIGN VALUES
E. MODULUS OF ELASTICITY =
2,000.000 psi n.2 7± y F(b), BENDING STRESS = 2850
P,"tP 'ROVEDF(v), SHE STRESS
Flc). COMPRESSION PERPENDICULAR TO GRAIN = 500 SI
FOR DEPTHS GREATER THAN 0, MULTIPLY Fib) by UI ? /dp 1/91
2. 'WITH NAILS': ALL MICROLAMS BEAMS CALLED FOR 'WITH NAILS-TO CK MAW,6D,EI- WITH 16d NAILS IN THE FOLLOWING MANNER: s„IId;.,I Dc PI
FOR 12' & LESS DEPTH MICROLAMS. USE (2) -ROWS OF 16d NAILS 0 12' O.C. FOR 14' & MORE DEPTH MICROLAMS, USE (3) -ROWS OF 16d NAILS 0 12' O.C.
EDGE DISTANCE OF NAILING TO BE NOT LESS THAN 2'
3. 'WITH BOLTS', ALL MICROL.AMIS BEAMS CALLED FOR 'WITH BOLTS' TO BE BOLTED
WASHERS OIN EACH, GE OF BEAM.,EDGESDSTANCE OFT1/2'DIA.BDLTSOTO BENOTLESSTHAN2'.
4. 16' & 18' DEEP MICROLAMS ARE TO BE USED IN MULTIPLE UNITS ONLY,
5. PROVIDE LATERAL SUPPORT AT ALL REARING POINTS•
x
14AY 3 1 1993
JUN OSP192
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ALL NOTES SAME AS 'A' ?OOF PLAN,
UNL @55 NOTEO aPTHFRAIrFE.
ROOF PLAN "C" _
IIGALiE11/8• -1'-D•
A-L NOTES SAME A5 ,i POOP PLAN,
UNLESS NoTEb CITHERWISE,
ROOF PLAN "B'
8CAL1esv11•,1• -liW
nAK6 r
API°RC VEC noes
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CONC. '5' "'. E OR CGUAL•
e
GLUE LAMINATED BEAMS
1, GLUE LAMINATED BEAMS SHAI L BE WEST COAST DOUGLAS FIR - LARCH, WITF• 1 -1/2'
OUTER AND CORE LAMINATIONS AND SHALL CONFORM TO THE 'STANDARD SPECiFi-
CATIONS FOR STFJCTURAL GLUE LAMINATED TIMBER', A.I.T.C. -117 AND ALL
APPROVED SUPPLEMENTS THEREOF.
2. MOISTURE CONTENT OF THE LUMBER AT THE TIME- OF GLUING SHALL NOT BE MORE
THAN 16% WITH A MAX. VARIATION OF S% IN ANY BEAM,
3. BEAMS SHALL CONFORM TO A.I,T.C.INDUSTRIAL APPREARANCE GRADE.,UJI,O.
4. ENDS OF BEAMS SHALL BE SEALED AND BEAMS SHALL BE L01D WRAPPED FOR
PROTECTION DURING SHIPPING.
5. A 'CERTIFICATE OF INSPECTION',8Y AN APPROVED INSPECTION .1GEN(Y SHALL
BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION.
6. FOR SIMPLY SUPPORTED BEAMS .................USE COMBINATION 24. -V4:
E.MODULUS OF ELASTICITY 1,800,000 psi
F(b), BENDING STRESS 2,400 PBI
Fly), SHEAR STRESS 165 psi
PROVIDE CAMBER AS INDICATED ON PLANS.
T. FOR CANTiLEVERED BEAMS .....................USE COMBINATION 24F -v81
M F AL. MODULUS U ELASTICITY - 1.800.0008GU0 ps I
Ffbl. BENDING STRESS = 2.400 pal
F(v), SHEAR STRES!, 165 psi
CANTILIVERED PORTION SHALL BE WITHOUT CAMBER; (I.e. C =0')
STRUCTURAL ABBREVIATIONS
I ABV. I ABOVE 12. MSR. . MULT, FULL. BR'G STUDSi. BLW. I BELow 13. MUt f. : MULTIPLE
3, BRN G E BEARINGS 14. PL YWD. I PLYWOOD
4. CANT, E CANTILEVFR 15. P.T. :PRESSURE TREATED
5. E/S I EACH SIDE 16. RE. I ROOF
6, F,PGT, I FUEL HEIGHT 11. SEC, I SELECT
7. FRM'G I FRAMING 18. SIMP, I SIMPSON
8. HGR. I HANGER 19. STGR'D. I STAGGERED
9. K.P, 1 KING POST 20. T : TRIMMER
10. K•S. E KING STUD 21. T &B :TOP & BOTTOM
II, K,STUD :KING STUD 22. T.P,: TOP PLATES
21AIEX TEND SHEAR MATERIAL FULL HEIGHT TO HORIZONTAL DIAPHRAGM
L WITHOUT ANY INTERRUPTION.
17.40.
24.A I INSTALL SHEAR PANELS PRIOR TO FURRING OF CEILING OR
CONTINUE SHEAR PANELS WITHOUT INTEPRTJPTIO14 BEHIND -
WALLS FRAMED PERPENDICULAR TO THZM PER CONDITION.
25. W :PROVIDE (2) -ROWS OF 16d NAILS 0 12' O.0 AT EACH SIDE.
26. • M : WITH NO CHECKS, SPLITS, SHAKES, OR CRACKS GREATER THAN
NARROW FACE OF BEAM.
27. DETAIL) DENOTES DETAIL LETTER
NOTATION DENOTES TABLE NUMBER
X DENOTES SHEET NUMBER
ROOF TTRUSSES
I. TTRUSS MANUFACTURER TO PROVIDE CALCULATIONS. SHOP DRAWINGS. DETAILS.
BRIDGING, AND ERECTION BRACING. U.N.O. UUBC TABLE 25-Os NAILING SCHEDULE -
2. ' DRAG TR USG: PROVIDEDE ROOF SHEATHING EDGE NAILING ALONG ENTIRE LENGTH OF II. J
M
TRUSS 'DRAG TRUSS' TO BE DESIGNED TO RESIST A LATERAL LOAD OF 1500 IDs.
UU.N.O. ON PLANS, 22 BBRIDGING TO JOIST. TOENAIL EACH END ...... ...........................2-8d
3. SSNUB TRUSS AT PLATE LINE TO ALIGN WITH ADJACENT CONVENTIONAL RAFTER 33. IING' SUBFLCOR OR LESS TO EACH JOIST. FACE NAIL ...........2 -8d
JOIST. 44. WWIDER THAN INN' SUBFLOOR TO EACH JOIST. FACE NAIL .......3 -Bd
4. TTRUSS HANGERS ANO ANY OTHER NECESSARY TRUSS HARDWARE ARE TO BE CALLED 55. 22' SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL ...2-160
FOR BY THE TRUSS MANUFACTURER.
66. SSOLE PLATE TO JOIST OR BLOCKING, FACE NAIL .....160 0 16' U.L.
5. AA COMPLETE SET OF STRUCTURAL DESIGN CALCULATIONS, INCLUDING '. TRUSS 77, TTOP PLATE TO STUD. END NAIL 2 -16d
REVIEW AND COMMENT PRIOR TO TRUSS FABRICAT'ON. 88, SSTUD TO SOLE PLATE ........... ...........................4 -80 TOENAIL. OR
6. TTRUSS PLANS AND CALCULATIONS SHALL BE S Wi.ITTED TO THE BUILDING DEPART- 22-16d END NAIL
MENT FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. 99. DDOUBLE STUDS, FACE NAILS ....... ............................160 0 24' O.C.
10. DDOUBLE TOP PLATES. FACE NAIL . ............................16d 0 16' O.C.
OPEN WWEB & PLYWOQD WEB FLOOR ; rcUSSES
111. TTOP PLATES. LAPS AND INTERSECTIONS, FACE NAIL .............2-16d
L TTRUSSES SHALL BE FABRICATED BY TRUS -JOIST ^^ AP"ROVED EQUAL AND SHALL A
12. CCONTINUOUS HEADER, TWO PIECES . ............................16o 0 16' O.C.
CONFORM TO I.C.8.0. REPORT NO3. NER -126. NER -148. OR ;"R -200.
113. CCEILING JOIST TO PLATE. TOENA! I . ........................................ 3-8d
2. ' RUSS MANUFACTURER IS RESPONSIBLE FOR ANY OTHER DESIGN OF THE TRUSSES 114. CCONTINUOUS HEADER TO STUD. TOENAIL . INCLUDING BENDING, SHEAR. DEFLECTION, AND ANY OTHER GOVERNING DESIGN
CRITERIA. 115. C
4 -
3. TTRUSS MEMBERS SHALL BE ADEQUATELY BRACED AND BRIDGED IN ACCORDANCE 116. CCEILING JOIST TO PARALLEL RAFTERS. FACE NAIL ...............3 -16d
WITH THE MANUFACTURES REQUIREMENTS.
117. RRAFTER TO PLATE. TOENAIL .................................................. 3-8d
4, AALL TRUSS CHORDS TO BE CONTINUOUS MCRO -LAM MATERIAL. 118. VVBRACE TO EACH STUD AND PLATE, FACE NAIL ...................2-8d '
5. JJOIST HANGERS AND ANY OTHER NECESSARY TRUSS HARE' -WARE ARE TO BE CALLED 119 TT 8'SHEATHING OIx LE 5 0 EACH REARING. FACE NAIL .......2 -8dFORBYTHETRUSSMANUFACTURER. _
20. WIDER THAN I'xB' SHEATHING TO EACH BEARING, FACE NAIL ..3 -80
6. TRUSS MANUFACTURER TO VERIFY LOCATION OF, AND PROVIDE REINFORCED 21, BUILT-UP CORNER STUDS ,.16d 0 24. O.C. TRUSSES FOR THE SUPPORT OF ANY MECHANICAL EQUIPMENT, WHERE OCCURRIG. •••• •• ^••• °••••••••••••••••••••••••
22. BUILT -UP GIRDER AND BE4MS .........................20d 0 32'a TOP & 1, A COMPLETE SET OF STRUCTURAL DESIGN CALCULATIONS. INCLUDING A TRUSS
LAYOUT DIAGRAM SHALL BE SUBMITTED 2 -20d a
BOTTOM AND STAGGERED
ENDS AND aTHEARCHITECTURALDEPARTMENTFOR
REVIEW AND COMMENT PRIOR TO TRUSS FABRICATION.
EACH SPLICE
B. DOUBLED JOISTS ARE TO BE NAILED TOGETHER PER I.C•B.O. REPORT N0. NER -126 23. 2' PLANKS ....................... ..........................2-16d 0 EACH BEARING
WITH 16d NAILS AT MINIMUM 8' O.C. INSTALLED PARALLEL TO GLUE LINE AT
TOP AND BOTTOM CHORDS. 24. PLYWOOD AND PARTICLEBOARD: SUBFLOOR, ROOF AND WALL SHEATHING
TO FRAMING):
112' AND LESS ...................... ............................... ..... .......6d (2)
19/32' 3/4' ad (3) or 6d (4) E0OR SHEATHING RnnF SHFATHING 7/8' - 11 ................................................... .............................ad (2)
1 -1/8' - 1-1/4' ............. . ........................... . ............. IOd (3) or 80 (41
3/4' PLYWOOD STANDARD SHEATHING 112' PLYWOOD STANDARD SHEATHING
T & G INDEX NO. 40/20, COX INDEX NO. 24/0, COMBINATION SUBFLOOR - UNDERLAYMENT (TO FRAMING);
UNBLOCKED DIAPHRAM UNBLOCKED DIAPHRAM 3/4' AND LESS .............. ....................................................... 6d 14)
USE PING SHANKED NAILS: USE COMMON WIRE NAILS: 7/8' - 11 ................................................... ............................8d (4)
IOd AT 6' O.C. B.N. ad AT 6. O.C. B.N. 1 -1 /8' - 1 -1/4• ........................... ............................10d (3) or 8d (4)
IOd AT 6' O.C. E.N. Bd AT 6' O.C. E.N. 25 PANEL SIDING (TO FRAMING): 100 AT 10' O.C. F.N. ad AT 12' O.C. F.N. , 112' OR LESS ............................................. .............................6d 16)
5/ 8• ......................................................... .............................6d (6)
BALLOON FRAME WAEL 26. FIBERBOARD SHEATHING: (7;
NOTE:
DO NOT CUT OR
NOTCH FLANGES.
FACE
J01ST HOLE CHARTS
A o 0 0 0 O I I - I I
A II /2 HOLE CAN BE CUT IF MORE THAN ONE HOLE IS TO BE CUT
ANYWHERE IN THE WEB. IN WEB,THE LENGTH OF THE UNCUT I I _r
NOTE,
M
WEB BETWEEN HOLES MUST BE TWICE THE µUo NOT
CuT LENGTH OF THE LONGEST DIMENSION OF HOLESINNOTE: THE LONGEST ADJACENT HOLE.HOLES MAYCANTILEVERSRECTANGULARHOLESBASEDONBELOCATEDVERTICALLY
ANYWHERE MEASUREMENT OF LGNGEST SIDE. WITHIN THE
WEB. TJIJ015'TS ARE MANUFACTURED WITH LEI /i PERFORATED 'KNOCKOUTS -IN THE WEB AT APPROX.12.
0.,. CHART A - ROUND
HOLES M17AM{!wl 011I7TANIM M )ROM AM SVMW To
HOLE FAINUM HOLE
am r r r r r T-mw-r7-r-7-vw-r-- er j- _ tr I wl
r Y_
p _ _
j a 4r rA r -o• r -n 4• -0• 5'•0' S'-
p tr TAIN 2'-0' 2•-6' 3•0' 4•- -. 'S-0 0 5 6' -0• 5'•
6 Y 2'•6' 4'- - r K /M -, 76 - G'
6' - At 2'-6' 7'-6' 1' -0' 4' ;; 5' -p' S'•0' S'-0' 5'-6' 6'•0' 6'0' 6'6' ? T -6' 1 ' -
0' CHART S - REMANGU
HOLES IIIW011N1ai1, DIFFANLYI 141 Rill St"M To
HOLE lti(.TAN4101EM HOLE 1 - LONOIET
DMIaION r -_ r r ew r r ew r r T
r wkp/1 4'•0' g•0' • 6'•0' 6' -0' 6' -6' E'-
6• 4r TA/ 4' -6' S' -0' S' -6', 6'-0' 6'-6• 6'.6• 7'-0'1@ '_
D• _. r TA/t6 4• -6• S' -0' S'-6 6'-0' S'•C' 6'-6' 6' -6' r -0' e'-0' 8'-6' 9'-
0' HEADER SCHEDULE AT NON- BEARING
WALLS 2x4 STUD WALL 2x6 STUD
WALL OPENING BELOW BELOW BELOW
BELOW SIZE_ ROOF _FLOOR ROOF
FLOOR 4' -0' 4x4 4x6 6x6
6x6 5' -0' 4x6 4x6 6x6
6x6 6' -0' 4x6 4x6 STAG
6x6 71-0' 4x6 4x8 6x6
6x8 8'-0' 4x4x 8 8 6x8
6x04 0' 4x8 4x10 6x8
6x10 10' -0' 4x10 4x12 6x8
6x10 CALIFORNIA
FRAMING MAX. HORIZONTAL PROJECTION
LENGTH FOR SLOPES FROM 4:12 TO 6:
12 RAFTERS RIDGE
BOARD SIZE & MAX.SPAN SIZE
6 SPACING MAX.
SPAN S2x6
2x4' 024.O .
C. 6 0' MAX.
SPAN B' -
9' 2x6'S - - -
2x8 024.O.C. 9 _6. MAX.
SPAN 10._
6• 2x8'S i2, -
6,
2x10 - - -- 024'O.C. I MAX.
SPAN 2x10'5 I -- 9 - -- -
2x12 4,24-O.C. 15' -9' MAX.
SPAN 14-
3' 112' ................................................... ............................No. 11 qd (8) NU
IL: NOTE: 2.4 STIJOS SHALL BE W.C.D.F.CONS'RUCTICN GRACE OR
BETTER. 2.6 STUDS SHALL BE W.C.D,F.•2 GRADE OR
BETTER, V' 1) 2x4 AT ;6' O.C. 10'-0' MAX.
LATERALLY UNSUPPORTED
HEIGHT, Q (2) 2x4 AT 16. O.C.13' -9' MAX,
LATERALLY UNSUPPORTED
HEIGHT, C) (3) 2,4 AT 16' O.C. 15' -9' MAX.
LATERALLY UNSUPPORTED
HEIGHT. DO (4) 2.4 AT 16' O.C. i7' -4' MAX,
LATERALLY UNSUPPORTED HEIE;
HT, EQ m 2x6 AT ;6' G.C. 17' -6' MAX.
LATERALLY UNSUPPORTED
HEIGHT, FO (21 2.6 AT 16' O.C. 22'-6' MAX,
LATERALLY UNSUPPORTED
HEIGHT. SOLE PLATE
NAILaNG 12N 1....1611 SOLE PLATE NAILING AT 12' O.
C.
ION-
JI1....160 SOLE PLATE NAILING AT 10' O.
C. BNL...16d SOLE PLAfE NAILING Al 81 D.
C. 6N ....1Ed SOLE. PLATE NAILING AT 6' O.
C. 4N ... 16d SOLE PLATE NAILING AT 4'D.
C. N ....Ibd SOLE PLATE NAILING AT 3' O.
C. 2NJ,...16d SOLE PLATE NAILING AT 2. O.
C. 6d 13) - ALL RAFTERS OR RIDGE BOARDS
SHALL No. 16 go. (9) BE MIN. 12 OR BETTER W.C.D.F.(U.N.0.
1 25/ 32' ................................. ............................... No. Il go. (
8) 8d (
3) FOOTNOTE': No. 16 qo.
19) G„ COMI4GN OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE
STATED. 2.) COMMON OR DEFORMED
SHANK. 3J
COMMON. 4,) DEFORMED
SHANK. 15.) NAILS SPACED o 6' O.C. 0 EDGES, 12' a INTERMEDIATE. SUPPORTS (10'
a INTERMEDIATE SUPPORTS FOR FLOORS)EXCEPT 6'0 ALL SUPPORTS WHERE
SPANS ARE 48' OR MORE. FOR NAILING OF PLYWOOD AND PARTICLEBOARD
DIAPHRAGS AND SHEAR WALLS.REFER 10 SECTION 2513(Cl. NAILS FOR WALL
SHEATHING MAY BE COMMON.BOX OR
CASING. 6.) CORROSION - RESISTANT SIDING OR CASING NAILS C ')FORMING TO THE
REQUIRE- MENTS OF SECTION 2516(p
I. 7.) FASTENERS SPACED 3' O.C. 0 EXTERIOR EDGES AND 6' O.C. 0
INTERMEDIATE
SUPPORTS. 8.) CORROSION- RESISTANT ROOFING NAILS WITH 7 /16'DIAMETER HEAD
Al LENGTH FOR 112' SHEATHING AND 1 -3/4' LENGTH FOR 25/32'
SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 251HIp
I. 9.) CORRDSION- RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 -1/8'
LENGTH FOR 112' SHEATHING AND 1 -1/2' LENGTH FOR 25/32' SHEA THING CONFORMING
TO THE REOUIREMENTS OF SECTION 251611)
1, I PLATE
SPLICE 13180 NAILS AT }- SLfTNU.LDEBED_
QYLR EACH END OF
M
BRACE Ix6
DIAGONAL LET -IN
BRACE AT EACH
CORNER 25' -0'
MAX. - - -- CENTER TO
CENTER 2. STUDS 016' O.C. --
y 4) -8d TOE-
NAILS
OR 131 -16d
TOENAILS _
OR l 121-16 END
NAILS a EA. STUD TO
SILL
SILLO
PLATE. W %USTA. DARDCUT
BOLTS a MAX, 72' O.C.. U.N.
C. & MAX. 12'rROM SPLICF OR
EDGE. PROVIDE A MINIMUM OF
TWO BOLTS FER EACH SILL
PLATE
NOTE: H DISTANCESI' E DI $ Cf5 N eABOVE BO L CHART S
ARE BASED ON UNIFORMLY LOADED JOISTS
SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY OF
THE TABLES LISTED IN THIS REFERENCE GuIDE.
FOR OTHER LOAD CONOITIONS,CONTACT YOUR
TRUS JOIST
REPRESENTATIVE. SHEAR _S_
CHEDULE_ _ UBC 1968 EDITION W.C.D.
E. VERTICAL STUD
SPACING KK_D.
C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING Y
D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at b-
later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at roc-
art I _..._...._..__ US pH
2SOOH n 112• drr•oa.lm So -.*, -Me It r a..
age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt too
nr 111'try.l With -coact Mlle OR 7•o.c
edge. and flan (Table 4T -I LBC1 51,5 PIT IS
alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.c
Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit RS
PH S /e'trr.m 0th 6d cooler M11e 6 rp...
Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041 NS
pit WrbloCkea arYwl.t +h 5d aoow holly • 7'0<
papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1 125
pr I/r abated ary.d WiM SO C . w Mna r o.a.
cape. L and flea ET.W. 47 -1LISC1 ___- _-___-___.__
s 1 __...........__.. rs dr '50
011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR. ra.
t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af 145
air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r a.
C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf its
FIr 4 7 /e• st o over Raper bth ./416 pap.
Haplee e 6' o.0.. top hofta.
pat.., I9I1T of Aneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, orKBOjropyrIb. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf le0
ply 7 /e'afueeo avM paper bm . /4K Q.V. .,.
Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft r .
oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.o-
KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar 260
ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01 264
Wr 7/r SIT -turd 1 ay -a .11h ea MR. N' a.
G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr 304
ar Srrllctva 1 Arwood c- th eoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of 451
of 3 /6'St.ucnia 1 Plywood with ed MIA a rO.
c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No 676
pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2• o.
c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001 730
pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2' o.
c. at pope. a 1? O.C. fiNd IToble 254 URCI __- H ... Oro pf 870
p NOTES) USE
THE
EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL t ECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR LIAA7CR
SPECCS MAY REIXXRE
CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED NAi
NG. STAGGER NAl1r4G AT 2 -2x TOP
PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0 22X4
BLOCKS AT HORIZONTAL PANEL SPLIC
ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4 FEET
LAODAAR BOTH PROVIDE EDL'AL PANEL
SECTIONS. TO BE APPLIED FOR r (41 -80 TOENAILSSTUDS14't HIGH OR
OR LESS. ADD ONE MORE{ (3) -16d TOE -
NAILS NAIL FOR HIGHER I 121 _160 f. pNAILSLENGTHSTUDS. I l 0 EA, STUD TO TOP
PLATE
I 13H6d ENO 11 11 1
L
NAILS -- HEADER.SEE
PLAN 2x KING STUD. 2x
CRIPPLE U.N.O. SEE STUDS 0 16'
Ox
PLANS 2)(3d NAILS -- 2x TRIMMER. U.N.
O. PER STUD SEE
PLANS
OPENING LI 2x CONT. SILL w/
2- 60 DEGREES
MAX.
r fHART FOR I
x TOLE SIZE bIE LIg
BITTED -.- -- II :%tY Ilh
Ll
MIN
T4 - w I BEARING NOl'CH a,
Y x N p
WALL 1/3
SPAN
N I I/3 SPAN I/3
SPAN
JES
wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHES tHORMTTEO
NOTCHES ( BETITEEN-L_OF OEARING_
wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO BE
NOTCHED WITHIN SAME 1/3 OF
SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3 OF
SPAN SHALL BE 1A'ICF. THE DIAMETER OF
HOLES. CHART OF ALLOWED HOLE $ NOTCH FLOUR
JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.) MAX.
SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE, D/
3 BEARING, 014 ALLOWED. 0/
6 2x6 P /e' 7 /e' 11 /
210 2.8 - - --- i 4; - -- lie ^ - 2%'
o xl0 2 Z I
2 2x12- -
2Y,' - -- % - 2.14 - ?'y / -- - - --- ZI /
i NUILI L = NVILTH LLNUIH NUI IU tlE UNEATLH
THAN 1/3 OF THE MEAIBFP'S
DEPTH D JOIST
DEPTH SCALEL V2 o I' -
0' NOTCH / BORE 2x4 STUD 2xG
STUD OF
STUD
25% 607. - - - -z, - -3 1/
i WIDTH =D WIOTH•
D 40% D. 25%
D. MAX.
Max. I
I 6 /NOTCH
IN
ILL
STLID- - -- -
o 601-0, 40%
0. MAX.
MAX,
HOED
HOLE /- 5/e' S/
e' MIN.
MIN. NOTE: BORING AND NOTCHING SHALL
NOT OCCUR IN SAME
STUD NON- BEARING EXT. &
BEARING PARTITION
PARTITION DRILUNG & NOTCHING OF STUDS
rj SCALES
NONE - ' ° ADD PLATE 0 EA, SIDE
WHEN TOP PLATES ARE DRILLED
OR ~ NOTCHED MORE THAN W/
2 - -, Ci r ' 1 f - 'SIMPSOt1
FHA18 R 1 W/ "8 -16d
NAILS
TOP
PLATES _ 2.
STUD
WALL TEA V1yliYr pF TOP
PLATES SCALE) 4' = )SCALES I' -0'
I AT RAISED HDR. AT RAISED
NOR. USE SIMPSON ST -18- RUN TOP 2x OF
DBL. METAL STRAP ON EA. 2x PLATE CONI,
OH SIDE OF HDR. USE S,MPSON ST-
B. METAL STRAP ON
En.
117 EO. E0. SIDE OF
MDR, DR. •
DR -
REVrowN8
A•
am
U to
W O
fi ti '
0 4!
J
LU d
Y 8
J'
DATA
Ton
pJ
n
IBW bl ;I ••
la
D
NOTE: DO NOT CUT
OR NOTCH
FLANGES.
FACE J01ST HOLE
CHARTS A o 0 0 0 O I I - I
I A II /2 HOLE CAN BE CUT IF MORE THAN ONE HOLE IS TO BE
CUT ANYWHERE IN THE WEB. IN WEB,THE LENGTH OF THE UNCUT I I _
r
NOTE,
M WEB BETWEEN HOLES MUST BE TWICE THE µUo
NOT CuT LENGTH OF THE LONGEST DIMENSION OFHOLESINNOTE: THE LONGEST ADJACENT HOLE.HOLESMAYCANTILEVERSRECTANGULARHOLESBASEDONBELOCATED
VERTICALLY ANYWHERE MEASUREMENT OF LGNGEST SIDE. WITHIN
THE WEB. TJIJ015'TS ARE MANUFACTURED WITH LEI /i PERFORATED 'KNOCKOUTS -IN THE WEB AT APPROX.
12.0.,. CHART A -
ROUND HOLES M17AM{!wl 011I7TANIM M )ROM AM SVMW
To HOLE FAINUM
HOLE am r r r r r T-mw-r7-r-7-vw-r-- er j- _ tr I
wl r
Y_
p _ _ j a 4r rA r -o• r -n 4• -0• 5'•0'
S'-p tr TAIN 2'-0' 2•-6' 3•0' 4•- -. 'S-0 0 56' -0•
5'•6 Y 2'•6' 4'- - r K /M -, 76 -
G'6' - At 2'-6' 7'-6' 1' -0' 4' ;; 5' -p' S'•0' S'-0' 5'-6' 6'•0' 6'0' 6'6' ? T -6'
1 ' -0' CHART S -
REMANGU HOLES IIIW011N1ai1, DIFFANLYI 141 Rill St"M
To HOLE lti(.TAN4101EM HOLE 1 -
LONOIET DMIaION r -_ r r ew r r ew r r
T r wkp/1 4'•0' g•0' • 6'•0' 6' -0' 6' -6'
E'-6• 4r TA/ 4' -6' S' -0' S' -6', 6'-0' 6'-6• 6'.6• 7'-0'
1@ '_D• _. r TA/t6 4• -6• S' -0' S'-6 6'-0' S'•C' 6'-6' 6' -6' r -0' e'-0' 8'-6'
9'-0' HEADER SCHEDULE AT NON-
BEARING WALLS 2x4 STUD WALL 2x6
STUD WALL OPENING BELOW BELOW
BELOW BELOW SIZE_ ROOF _FLOOR
ROOF FLOOR 4' -0' 4x4 4x6
6x6 6x6 5' -0' 4x6 4x6
6x6 6x6 6' -0' 4x6 4x6
STAG 6x6 71-0' 4x6 4x8
6x6 6x8 8'-0' 4x 4x 8 8
6x8 6x04 0' 4x8 4x10
6x8 6x10 10' -0' 4x10 4x12
6x8 6x10
CALIFORNIA FRAMING MAX. HORIZONTAL
PROJECTION LENGTH FOR SLOPES FROM 4:12 TO
6:12 RAFTERS
RIDGE BOARD SIZE & MAX.SPAN
SIZE 6 SPACING
MAX.SPANS
2x6 2x4' 024.
O .C. 6 0'
MAX.SPAN
B' -9' 2x6'
S - - -2x8 024.O.C. 9 _6.
MAX.SPAN
10._6• 2x8'S
i2, -
6, 2x10 - - -- 024'O.C. I
MAX.SPAN 2x10'5 I --
9 - -- -2x12 4,24-O.C. 15' -9'
MAX.SPAN
14- 3' 112' ................................................... ............................No. 11 qd (8)
NU IL: NOTE: 2.4 STIJOS SHALL BE W.C.D.F.CONS'RUCTICN GRACE
OR BETTER. 2.6 STUDS SHALL BE W.C.D,F.•2 GRADE
OR BETTER, V' 1) 2x4 AT ;6' O.C. 10'-0'
MAX. LATERALLY
UNSUPPORTED HEIGHT, Q (2) 2x4 AT 16. O.C.13' -9'
MAX, LATERALLY
UNSUPPORTED HEIGHT, C) (3) 2,4 AT 16' O.C. 15' -9'
MAX. LATERALLY
UNSUPPORTED HEIGHT. DO (4) 2.4 AT 16' O.C. i7' -4'
MAX, LATERALLY UNSUPPORTED
HEIE;HT, EQ m 2x6 AT ;6' G.C. 17' -6'
MAX. LATERALLY
UNSUPPORTED HEIGHT, FO (21 2.6 AT 16' O.C. 22'-6'
MAX, LATERALLY
UNSUPPORTED HEIGHT. SOLE
PLATE NAILaNG 12N 1....1611 SOLE PLATE NAILING AT 12'
O.
C.
ION- JI1....160 SOLE PLATE NAILING AT 10'
O.C. BNL...16d SOLE PLAfE NAILING Al 81
D.C. 6N ....1Ed SOLE. PLATE NAILING AT 6'
O.C. 4N ... 16d SOLE PLATE NAILING AT 4'
D.C. N ....Ibd SOLE PLATE NAILING AT 3'
O.C. 2NJ,...16d SOLE PLATE NAILING AT 2.
O.C. 6d 13) - ALL RAFTERS OR RIDGE
BOARDS SHALL No. 16 go. (9) BE MIN. 12 OR BETTER W.C.D.F.(U.N.
0.1 25/ 32' ................................. ............................... No. Il
go. (8)
8d (3) FOOTNOTE': No. 16
qo. 19) G„ COMI4GN OR BOX NAILS MAY BE USED EXCEPT WHERE
OTHERWISE STATED. 2.) COMMON OR
DEFORMED SHANK.
3J COMMON. 4,)
DEFORMED SHANK. 15.) NAILS SPACED o 6' O.C. 0 EDGES, 12' a INTERMEDIATE. SUPPORTS (
10' a INTERMEDIATE SUPPORTS FOR FLOORS)EXCEPT 6'0 ALL SUPPORTS
WHERE SPANS ARE 48' OR MORE. FOR NAILING OF PLYWOOD AND
PARTICLEBOARD DIAPHRAGS AND SHEAR WALLS.REFER 10 SECTION 2513(Cl. NAILS FOR
WALL SHEATHING MAY BE COMMON.BOX
OR CASING. 6.) CORROSION - RESISTANT SIDING OR CASING NAILS C ')FORMING TO
THE REQUIRE- MENTS OF SECTION 2516(
p I. 7.) FASTENERS SPACED 3' O.C. 0 EXTERIOR EDGES AND 6' O.C.
0
INTERMEDIATE SUPPORTS. 8.) CORROSION- RESISTANT ROOFING NAILS WITH 7 /16'DIAMETER
HEAD Al LENGTH FOR 112' SHEATHING AND 1 -3/4' LENGTH FOR 25/
32' SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION
251HIp I. 9.) CORRDSION- RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 -1/
8' LENGTH FOR 112' SHEATHING AND 1 -1/2' LENGTH FOR 25/32' SHEA THING
CONFORMING TO THE REOUIREMENTS OF SECTION
251611)1, I
PLATE SPLICE 13180 NAILS AT }- SLfTNU.
LDEBED_QYLR EACH END
OF
M BRACE
Ix6 DIAGONAL LET -
IN BRACE AT
EACH CORNER 25' -
0' MAX. - - -- CENTER
TO CENTER 2. STUDS 016' O.
C. --y 4) -8d
TOE-
NAILS OR 131 -
16d
TOENAILS _ OR l 121-16
END NAILS a EA. STUD
TO
SILL
SILLO PLATE. W %USTA. DARD
CUT BOLTS a MAX, 72' O.C.. U.
N.C. & MAX. 12'rROM SPLICF
OR EDGE. PROVIDE A MINIMUM
OF TWO BOLTS FER EACH
SILL
PLATE NOTE: HDISTANCESI' E DI $ Cf5 NeABOVE BO L CHART
S ARE BASED ON UNIFORMLY LOADED
JOISTS SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY
OF THE TABLES LISTED IN THIS REFERENCE
GuIDE.FOR OTHER LOAD CONOITIONS,CONTACT
YOUR TRUS
JOIST REPRESENTATIVE. SHEAR _
S_CHEDULE_ _ UBC 1968 EDITION W.C.
D.E. VERTICAL
STUD SPACING KK_
D.C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING
Y D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at
b- later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at
roc- art I _..._...._..__ US
pH 2SOOH n 112• drr•oa.lm So -.*, -Me It r
a.. age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt
too nr 111'try.l With -coact Mlle OR 7•o.
c edge. and flan (Table 4T -I LBC1 51,5 PIT
IS alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.
c Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit
RS PH S /e'trr.m 0th 6d cooler M11e 6
rp...Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041
NS pit WrbloCkea arYwl.t +h 5d aoow holly • 7'
0< papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1
125 pr I/r abated ary.d WiM SO C . w Mna r o.
a. cape. L and flea ET.W. 47 -1
LISC1 ___- _-___-___.__ s 1 __...........__.. rs dr '
50 011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR.
ra.t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af
145 air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r
a.C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf
its FIr 4 7 /e• st o over Raper bth ./416
pap. Haplee e 6' o.0.. top
hofta. pat.., I9I1T ofAneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, or KBO j ropy r Ib. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf
le0 ply 7 /e'afueeo avM paper bm . /4K Q.
V. .,.Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft
r .oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.
o- KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar
260 ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01
264 Wr 7/r SIT -turd 1 ay -a .11h ea MR. N'
a.G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr
304 ar Srrllctva 1 Arwood c- theoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of
451 of 3 /6'St.ucnia 1 Plywood with ed MIA a
rO.c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No
676 pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2•
o.c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001
730 pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2'
o.c. at pope. a 1? O.C. fiNd IToble 254URCI __- H ... Oro pf
870 pNOTES)
USE
THE EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL tECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR
LIAA7CR SPECCS MAY
REIXXRE CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED
NAi NG. STAGGER NAl1r4G AT 2 -2x
TOP PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0
22X4 BLOCKS AT HORIZONTAL PANEL
SPLIC ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4
FEET LAODAAR BOTH PROVIDE EDL'AL
PANEL SECTIONS. TO BE APPLIED FOR r (41 -80TOENAILSSTUDS14't HIGH
OR OR LESS. ADD ONE MORE{ (3) -16d
TOE -NAILS NAIL FOR HIGHER I 121 _160 f. p NAILS LENGTH STUDS. I l 0 EA, STUD TO
TOP
PLATE I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
A•
am U
to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D FAINUM
HOLE am r r r r r T-mw-r7-r-7-vw-r-- er j- _ tr I
wl r
Y_
p _ _ j a 4r rA r -o• r -n 4• -0• 5'•0'
S'-p tr TAIN 2'-0' 2•-6' 3•0' 4•- -. 'S-0 0 56' -0•
5'•6 Y 2'•6' 4'- - r K /M -, 76 -
G'6' - At 2'-6' 7'-6' 1' -0' 4' ;; 5' -p' S'•0' S'-0' 5'-6' 6'•0' 6'0' 6'6' ? T -6'
1 ' -0' CHART S -
REMANGU HOLES IIIW011N1ai1, DIFFANLYI 141 Rill St"M
To HOLE lti(.TAN4101EM HOLE 1 -
LONOIET DMIaION r -_ r r ew r r ew r r
T r wkp/1 4'•0' g•0' • 6'•0' 6' -0' 6' -6'
E'-6• 4r TA/ 4' -6' S' -0' S' -6', 6'-0' 6'-6• 6'.6• 7'-0'
1@ '_D• _. r TA/t6 4• -6• S' -0' S'-6 6'-0' S'•C' 6'-6' 6' -6' r -0' e'-0' 8'-6'
9'-0' HEADER SCHEDULE AT NON-
BEARING WALLS 2x4 STUD WALL 2x6
STUD WALL OPENING BELOW BELOW
BELOW BELOW SIZE_ ROOF _FLOOR
ROOF FLOOR 4' -0' 4x4 4x6
6x6 6x6 5' -0' 4x6 4x6
6x6 6x6 6' -0' 4x6 4x6
STAG 6x6 71-0' 4x6 4x8
6x6 6x8 8'-0' 4x 4x 8 8
6x8 6x04 0' 4x8 4x10
6x8 6x10 10' -0' 4x10 4x12
6x8 6x10
CALIFORNIA FRAMING MAX. HORIZONTAL
PROJECTION LENGTH FOR SLOPES FROM 4:12 TO
6:12 RAFTERS
RIDGE BOARD SIZE & MAX.SPAN
SIZE 6 SPACING
MAX.SPANS
2x6 2x4' 024.
O .C. 6 0'
MAX.SPAN
B' -9' 2x6'
S - - -2x8 024.O.C. 9 _6.
MAX.SPAN
10._6• 2x8'S
i2, -
6, 2x10 - - -- 024'O.C. I
MAX.SPAN 2x10'5 I --
9 - -- -2x12 4,24-O.C. 15' -9'
MAX.SPAN
14- 3' 112' ................................................... ............................No. 11 qd (8)
NU IL: NOTE: 2.4 STIJOS SHALL BE W.C.D.F.CONS'RUCTICN GRACE
OR BETTER. 2.6 STUDS SHALL BE W.C.D,F.•2 GRADE
OR BETTER, V' 1) 2x4 AT ;6' O.C. 10'-0'
MAX. LATERALLY
UNSUPPORTED HEIGHT, Q (2) 2x4 AT 16. O.C.13' -9'
MAX, LATERALLY
UNSUPPORTED HEIGHT, C) (3) 2,4 AT 16' O.C. 15' -9'
MAX. LATERALLY
UNSUPPORTED HEIGHT. DO (4) 2.4 AT 16' O.C. i7' -4'
MAX, LATERALLY UNSUPPORTED
HEIE;HT, EQ m 2x6 AT ;6' G.C. 17' -6'
MAX. LATERALLY
UNSUPPORTED HEIGHT, FO (21 2.6 AT 16' O.C. 22'-6'
MAX, LATERALLY
UNSUPPORTED HEIGHT. SOLE
PLATE NAILaNG 12N 1....1611 SOLE PLATE NAILING AT 12'
O.
C.
ION- JI1....160 SOLE PLATE NAILING AT 10'
O.C. BNL...16d SOLE PLAfE NAILING Al 81
D.C. 6N ....1Ed SOLE. PLATE NAILING AT 6'
O.C. 4N ... 16d SOLE PLATE NAILING AT 4'
D.C. N ....Ibd SOLE PLATE NAILING AT 3'
O.C. 2NJ,...16d SOLE PLATE NAILING AT 2.
O.C. 6d 13) - ALL RAFTERS OR RIDGE
BOARDS SHALL No. 16 go. (9) BE MIN. 12 OR BETTER W.C.D.F.(U.N.
0.1 25/ 32' ................................. ............................... No. Il
go. (8)
8d (3) FOOTNOTE': No. 16
qo. 19) G„ COMI4GN OR BOX NAILS MAY BE USED EXCEPT WHERE
OTHERWISE STATED. 2.) COMMON OR
DEFORMED SHANK.
3J COMMON. 4,)
DEFORMED SHANK. 15.) NAILS SPACED o 6' O.C. 0 EDGES, 12' a INTERMEDIATE. SUPPORTS (
10' a INTERMEDIATE SUPPORTS FOR FLOORS)EXCEPT 6'0 ALL SUPPORTS
WHERE SPANS ARE 48' OR MORE. FOR NAILING OF PLYWOOD AND
PARTICLEBOARD DIAPHRAGS AND SHEAR WALLS.REFER 10 SECTION 2513(Cl. NAILS FOR
WALL SHEATHING MAY BE COMMON.BOX
OR CASING. 6.) CORROSION - RESISTANT SIDING OR CASING NAILS C ')FORMING TO
THE REQUIRE- MENTS OF SECTION 2516(
p I. 7.) FASTENERS SPACED 3' O.C. 0 EXTERIOR EDGES AND 6' O.C.
0
INTERMEDIATE SUPPORTS. 8.) CORROSION- RESISTANT ROOFING NAILS WITH 7 /16'DIAMETER
HEAD Al LENGTH FOR 112' SHEATHING AND 1 -3/4' LENGTH FOR 25/
32' SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION
251HIp I. 9.) CORRDSION- RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 -1/
8' LENGTH FOR 112' SHEATHING AND 1 -1/2' LENGTH FOR 25/32' SHEA THING
CONFORMING TO THE REOUIREMENTS OF SECTION
251611)1, I
PLATE SPLICE 13180 NAILS AT }- SLfTNU.
LDEBED_QYLR EACH END
OF
M BRACE
Ix6 DIAGONAL LET -
IN BRACE AT
EACH CORNER 25' -
0' MAX. - - -- CENTER
TO CENTER 2. STUDS 016' O.
C. --y 4) -8d
TOE-
NAILS OR 131 -
16d
TOENAILS _ OR l 121-16
END NAILS a EA. STUD
TO
SILL
SILLO PLATE. W %USTA. DARD
CUT BOLTS a MAX, 72' O.C.. U.
N.C. & MAX. 12'rROM SPLICF
OR EDGE. PROVIDE A MINIMUM
OF TWO BOLTS FER EACH
SILL
PLATE NOTE: HDISTANCESI' E DI $ Cf5 Ne ABOVE BO L CHART
S ARE BASED ON UNIFORMLY LOADED
JOISTS SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY
OF THE TABLES LISTED IN THIS REFERENCE
GuIDE.FOR OTHER LOAD CONOITIONS,CONTACT
YOUR TRUS
JOIST REPRESENTATIVE. SHEAR _
S_CHEDULE_ _ UBC 1968 EDITION W.C.
D.E. VERTICAL
STUD SPACING KK_
D.C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING
Y D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at
b- later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at
roc- art I _..._...._..__ US
pH 2SOOH n 112• drr•oa.lm So -.*, -Me It r
a.. age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt
too nr 111'try.l With -coact Mlle OR 7•o.
c edge. and flan (Table 4T -I LBC1 51,5 PIT
IS alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.
c Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit
RS PH S /e'trr.m 0th 6d cooler M11e 6
rp...Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041
NS pit WrbloCkea arYwl.t +h 5d aoow holly • 7'
0< papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1
125 pr I/r abated ary.d WiM SO C . w Mna r o.
a. cape. L and flea ET.W. 47 -1
LISC1 ___- _-___-___.__ s 1 __...........__.. rs dr '
50 011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR.
ra.t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af
145 air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r
a.C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf
its FIr 4 7 /e• st o over Raper bth ./416
pap. Haplee e 6' o.0.. top
hofta. pat.., I9I1T ofAneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, or KBO j ropy r Ib. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf
le0 ply 7 /e'afueeo avM paper bm . /4K Q.
V. .,.Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft
r .oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.
o- KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar
260 ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01
264 Wr 7/r SIT -turd 1 ay -a .11h ea MR. N'
a.G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr
304 ar Srrllctva 1 Arwood c- theoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of
451 of 3 /6'St.ucnia 1 Plywood with ed MIA a
rO.c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No
676 pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2•
o.c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001
730 pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2'
o.c. at pope. a 1? O.C. fiNd IToble 254URCI __- H ... Oro pf
870 pNOTES)
USE
THE EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL tECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR
LIAA7CR SPECCS MAY
REIXXRE CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED
NAi NG. STAGGER NAl1r4G AT 2 -2x
TOP PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0
22X4 BLOCKS AT HORIZONTAL PANEL
SPLIC ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4
FEET LAODAAR BOTH PROVIDE EDL'AL
PANEL SECTIONS. TO BE APPLIED FOR r (41 -80TOENAILSSTUDS14't HIGH
OR OR LESS. ADD ONE MORE{ (3) -16d
TOE -NAILS NAIL FOR HIGHER I 121 _160 f. p NAILS LENGTHSTUDS. I l 0 EA, STUD TO
TOP
PLATE I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
A•
am U
to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D CHART S -
REMANGU HOLES IIIW011N1ai1, DIFFANLYI 141 Rill St"M
To HOLE lti(.TAN4101EM HOLE 1 -
LONOIET DMIaION r -_ r r ew r r ew r r
T r wkp/1 4'•0' g•0' • 6'•0' 6' -0' 6' -6'
E'-6• 4r TA/ 4' -6' S' -0' S' -6', 6'-0' 6'-6• 6'.6• 7'-0'
1@ '_D• _. r TA/t6 4• -6• S' -0' S'-6 6'-0' S'•C' 6'-6' 6' -6' r -0' e'-0' 8'-6'
9'-0' HEADER SCHEDULE AT NON-
BEARING WALLS 2x4 STUD WALL 2x6
STUD WALL OPENING BELOW BELOW
BELOW BELOW SIZE_ ROOF _FLOOR
ROOF FLOOR 4' -0' 4x4 4x6
6x6 6x6 5' -0' 4x6 4x6
6x6 6x6 6' -0' 4x6 4x6
STAG 6x6 71-0' 4x6 4x8
6x6 6x8 8'-0' 4x 4x 8 8
6x8 6x04 0' 4x8 4x10
6x8 6x10 10' -0' 4x10 4x12
6x8 6x10
CALIFORNIA FRAMING MAX. HORIZONTAL
PROJECTION LENGTH FOR SLOPES FROM 4:12 TO
6:12 RAFTERS
RIDGE BOARD SIZE & MAX.SPAN
SIZE 6 SPACING
MAX.SPANS
2x6 2x4' 024.
O .C. 6 0'
MAX.SPAN
B' -9' 2x6'
S - - -2x8 024.O.C. 9 _6.
MAX.SPAN
10._6• 2x8'S
i2, -
6, 2x10 - - -- 024'O.C. I
MAX.SPAN 2x10'5 I --
9 - -- -2x12 4,24-O.C. 15' -9'
MAX.SPAN
14- 3' 112' ................................................... ............................No. 11 qd (8)
NU IL: NOTE: 2.4 STIJOS SHALL BE W.C.D.F.CONS'RUCTICN GRACE
OR BETTER. 2.6 STUDS SHALL BE W.C.D,F.•2 GRADE
OR BETTER, V' 1) 2x4 AT ;6' O.C. 10'-0'
MAX. LATERALLY
UNSUPPORTED HEIGHT, Q (2) 2x4 AT 16. O.C.13' -9'
MAX, LATERALLY
UNSUPPORTED HEIGHT, C) (3) 2,4 AT 16' O.C. 15' -9'
MAX. LATERALLY
UNSUPPORTED HEIGHT. DO (4) 2.4 AT 16' O.C. i7' -4'
MAX, LATERALLY UNSUPPORTED
HEIE;HT, EQ m 2x6 AT ;6' G.C. 17' -6'
MAX. LATERALLY
UNSUPPORTED HEIGHT, FO (21 2.6 AT 16' O.C. 22'-6'
MAX, LATERALLY
UNSUPPORTED HEIGHT. SOLE
PLATE NAILaNG 12N 1....1611 SOLE PLATE NAILING AT 12'
O.
C.
ION- JI1....160 SOLE PLATE NAILING AT 10'
O.C. BNL...16d SOLE PLAfE NAILING Al 81
D.C. 6N ....1Ed SOLE. PLATE NAILING AT 6'
O.C. 4N ... 16d SOLE PLATE NAILING AT 4'
D.C. N ....Ibd SOLE PLATE NAILING AT 3'
O.C. 2NJ,...16d SOLE PLATE NAILING AT 2.
O.C. 6d 13) - ALL RAFTERS OR RIDGE
BOARDS SHALL No. 16 go. (9) BE MIN. 12 OR BETTER W.C.D.F.(U.N.
0.1 25/ 32' ................................. ............................... No. Il
go. (8)
8d (3) FOOTNOTE': No. 16
qo. 19) G„ COMI4GN OR BOX NAILS MAY BE USED EXCEPT WHERE
OTHERWISE STATED. 2.) COMMON OR
DEFORMED SHANK.
3J COMMON. 4,)
DEFORMED SHANK. 15.) NAILS SPACED o 6' O.C. 0 EDGES, 12' a INTERMEDIATE. SUPPORTS (
10' a INTERMEDIATE SUPPORTS FOR FLOORS)EXCEPT 6'0 ALL SUPPORTS
WHERE SPANS ARE 48' OR MORE. FOR NAILING OF PLYWOOD AND
PARTICLEBOARD DIAPHRAGS AND SHEAR WALLS.REFER 10 SECTION 2513(Cl. NAILS FOR
WALL SHEATHING MAY BE COMMON.BOX
OR CASING. 6.) CORROSION - RESISTANT SIDING OR CASING NAILS C ')FORMING TO
THE REQUIRE- MENTS OF SECTION 2516(
p I. 7.) FASTENERS SPACED 3' O.C. 0 EXTERIOR EDGES AND 6' O.C.
0
INTERMEDIATE SUPPORTS. 8.) CORROSION- RESISTANT ROOFING NAILS WITH 7 /16'DIAMETER
HEAD Al LENGTH FOR 112' SHEATHING AND 1 -3/4' LENGTH FOR 25/
32' SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION
251HIp I. 9.) CORRDSION- RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 -1/
8' LENGTH FOR 112' SHEATHING AND 1 -1/2' LENGTH FOR 25/32' SHEA THING
CONFORMING TO THE REOUIREMENTS OF SECTION
251611)1, I
PLATE SPLICE 13180 NAILS AT }- SLfTNU.
LDEBED_QYLR EACH END
OF
M BRACE
Ix6 DIAGONAL LET -
IN BRACE AT
EACH CORNER 25' -
0' MAX. - - -- CENTER
TO CENTER 2. STUDS 016' O.
C. --y 4) -8d
TOE-
NAILS OR 131 -
16d
TOENAILS _ OR l 121-16
END NAILS a EA. STUD
TO
SILL
SILLO PLATE. W %USTA. DARD
CUT BOLTS a MAX, 72' O.C.. U.
N.C. & MAX. 12'rROM SPLICF
OR EDGE. PROVIDE A MINIMUM
OF TWO BOLTS FER EACH
SILL
PLATE NOTE: HDISTANCESI' E DI $ Cf5 NeABOVE BO L CHART
S ARE BASED ON UNIFORMLY LOADED
JOISTS SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY
OF THE TABLES LISTED IN THIS REFERENCE
GuIDE.FOR OTHER LOAD CONOITIONS,CONTACT
YOUR TRUS
JOIST REPRESENTATIVE. SHEAR _
S_CHEDULE_ _ UBC 1968 EDITION W.C.
D.E. VERTICAL
STUD SPACING KK_
D.C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING
Y D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at
b- later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at
roc- art I _..._...._..__ US
pH 2SOOH n 112• drr•oa.lm So -.*, -Me It r
a.. age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt
too nr 111'try.l With -coact Mlle OR 7•o.
c edge. and flan (Table 4T -I LBC1 51,5 PIT
IS alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.
c Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit
RS PH S /e'trr.m 0th 6d cooler M11e 6
rp...Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041
NS pit WrbloCkea arYwl.t +h 5d aoow holly • 7'
0< papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1
125 pr I/r abated ary.d WiM SO C . w Mna r o.
a. cape. L and flea ET.W. 47 -1
LISC1 ___- _-___-___.__ s 1 __...........__.. rs dr '
50 011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR.
ra.t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af
145 air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r
a.C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf
its FIr 4 7 /e• st o over Raper bth ./416
pap. Haplee e 6' o.0.. top
hofta. pat.., I9I1T ofAneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, or KBO j ropy r Ib. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf
le0 ply 7 /e'afueeo avM paper bm . /4K Q.
V. .,.Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft
r .oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.
o- KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar
260 ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01
264 Wr 7/r SIT -turd 1 ay -a .11h ea MR. N'
a.G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr
304 ar Srrllctva 1 Arwood c- theoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of
451 of 3 /6'St.ucnia 1 Plywood with ed MIA a
rO.c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No
676 pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2•
o.c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001
730 pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2'
o.c. at pope. a 1? O.C. fiNd IToble 254URCI __- H ... Oro pf
870 pNOTES)
USE
THE EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL tECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR
LIAA7CR SPECCS MAY
REIXXRE CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED
NAi NG. STAGGER NAl1r4G AT 2 -2x
TOP PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0
22X4 BLOCKS AT HORIZONTAL PANEL
SPLIC ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4
FEET LAODAAR BOTH PROVIDE EDL'AL
PANEL SECTIONS. TO BE APPLIED FOR r (41 -80TOENAILSSTUDS14't HIGH
OR OR LESS. ADD ONE MORE{ (3) -16d
TOE -NAILS NAIL FOR HIGHER I 121 _160 f. p NAILS LENGTH STUDS. I l 0 EA, STUD TO
TOP
PLATE I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
A•
am U
to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D HEADER SCHEDULE AT NON-
BEARING WALLS 2x4 STUD WALL 2x6
STUD WALL OPENING BELOW BELOW
BELOW BELOW SIZE_ ROOF _FLOOR
ROOF FLOOR 4' -0' 4x4 4x6
6x6 6x6 5' -0' 4x6 4x6
6x6 6x6 6' -0' 4x6 4x6
STAG 6x6 71-0' 4x6 4x8
6x6 6x8 8'-0' 4x 4x 8 8
6x8 6x04 0' 4x8 4x10
6x8 6x10 10' -0' 4x10 4x12
6x8 6x10
CALIFORNIA FRAMING MAX. HORIZONTAL
PROJECTION LENGTH FOR SLOPES FROM 4:12 TO
6:12 RAFTERS
RIDGE BOARD SIZE & MAX.SPAN
SIZE 6 SPACING
MAX.SPANS
2x6 2x4' 024.
O .C. 6 0'
MAX.SPAN
B' -9' 2x6'
S - - -2x8 024.O.C. 9 _6.
MAX.SPAN
10._6• 2x8'S
i2, -
6, 2x10 - - -- 024'O.C. I
MAX.SPAN 2x10'5 I --
9 - -- -2x12 4,24-O.C. 15' -9'
MAX.SPAN
14- 3' 112' ................................................... ............................No. 11 qd (8)
NU IL: NOTE: 2.4 STIJOS SHALL BE W.C.D.F.CONS'RUCTICN GRACE
OR BETTER. 2.6 STUDS SHALL BE W.C.D,F.•2 GRADE
OR BETTER, V' 1) 2x4 AT ;6' O.C. 10'-0'
MAX. LATERALLY
UNSUPPORTED HEIGHT, Q (2) 2x4 AT 16. O.C.13' -9'
MAX, LATERALLY
UNSUPPORTED HEIGHT, C) (3) 2,4 AT 16' O.C. 15' -9'
MAX. LATERALLY
UNSUPPORTED HEIGHT. DO (4) 2.4 AT 16' O.C. i7' -4'
MAX, LATERALLY UNSUPPORTED
HEIE;HT, EQ m 2x6 AT ;6' G.C. 17' -6'
MAX. LATERALLY
UNSUPPORTED HEIGHT, FO (21 2.6 AT 16' O.C. 22'-6'
MAX, LATERALLY
UNSUPPORTED HEIGHT. SOLE
PLATE NAILaNG 12N 1....1611 SOLE PLATE NAILING AT 12'
O.
C.
ION- JI1....160 SOLE PLATE NAILING AT 10'
O.C. BNL...16d SOLE PLAfE NAILING Al 81
D.C. 6N ....1Ed SOLE. PLATE NAILING AT 6'
O.C. 4N ... 16d SOLE PLATE NAILING AT 4'
D.C. N ....Ibd SOLE PLATE NAILING AT 3'
O.C. 2NJ,...16d SOLE PLATE NAILING AT 2.
O.C. 6d 13) - ALL RAFTERS OR RIDGE
BOARDS SHALL No. 16 go. (9) BE MIN. 12 OR BETTER W.C.D.F.(U.N.
0.1 25/ 32' ................................. ............................... No. Il
go. (8)
8d (3) FOOTNOTE': No. 16
qo. 19) G„ COMI4GN OR BOX NAILS MAY BE USED EXCEPT WHERE
OTHERWISE STATED. 2.) COMMON OR
DEFORMED SHANK.
3J COMMON. 4,)
DEFORMED SHANK. 15.) NAILS SPACED o 6' O.C. 0 EDGES, 12' a INTERMEDIATE. SUPPORTS (
10' a INTERMEDIATE SUPPORTS FOR FLOORS)EXCEPT 6'0 ALL SUPPORTS
WHERE SPANS ARE 48' OR MORE. FOR NAILING OF PLYWOOD AND
PARTICLEBOARD DIAPHRAGS AND SHEAR WALLS.REFER 10 SECTION 2513(Cl. NAILS FOR
WALL SHEATHING MAY BE COMMON.BOX
OR CASING. 6.) CORROSION - RESISTANT SIDING OR CASING NAILS C ')FORMING TO
THE REQUIRE- MENTS OF SECTION 2516(
p I. 7.) FASTENERS SPACED 3' O.C. 0 EXTERIOR EDGES AND 6' O.C.
0
INTERMEDIATE SUPPORTS. 8.) CORROSION- RESISTANT ROOFING NAILS WITH 7 /16'DIAMETER
HEAD Al LENGTH FOR 112' SHEATHING AND 1 -3/4' LENGTH FOR 25/
32' SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION
251HIp I. 9.) CORRDSION- RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 -1/
8' LENGTH FOR 112' SHEATHING AND 1 -1/2' LENGTH FOR 25/32' SHEA THING
CONFORMING TO THE REOUIREMENTS OF SECTION
251611)1, I
PLATE SPLICE 13180 NAILS AT }- SLfTNU.
LDEBED_QYLR EACH END
OF
M BRACE
Ix6 DIAGONAL LET -
IN BRACE AT
EACH CORNER 25' -
0' MAX. - - -- CENTER
TO CENTER 2. STUDS 016' O.
C. --y 4) -8d
TOE-
NAILS OR 131 -
16d
TOENAILS _ OR l 121-16
END NAILS a EA. STUD
TO
SILL
SILLO PLATE. W %USTA. DARD
CUT BOLTS a MAX, 72' O.C.. U.
N.C. & MAX. 12'rROM SPLICF
OR EDGE. PROVIDE A MINIMUM
OF TWO BOLTS FER EACH
SILL
PLATE NOTE: HDISTANCESI' E DI $ Cf5 Ne ABOVE BO L CHART
S ARE BASED ON UNIFORMLY LOADED
JOISTS SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY
OF THE TABLES LISTED IN THIS REFERENCE
GuIDE.FOR OTHER LOAD CONOITIONS,CONTACT
YOUR TRUS
JOIST REPRESENTATIVE. SHEAR _
S_CHEDULE_ _ UBC 1968 EDITION W.C.
D.E. VERTICAL
STUD SPACING KK_
D.C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING
Y D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at
b- later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at
roc- art I _..._...._..__ US
pH 2SOOH n 112• drr•oa.lm So -.*, -Me It r
a.. age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt
too nr 111'try.l With -coact Mlle OR 7•o.
c edge. and flan (Table 4T -I LBC1 51,5 PIT
IS alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.
c Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit
RS PH S /e'trr.m 0th 6d cooler M11e 6
rp...Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041
NS pit WrbloCkea arYwl.t +h 5d aoow holly • 7'
0< papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1
125 pr I/r abated ary.d WiM SO C . w Mna r o.
a. cape. L and flea ET.W. 47 -1
LISC1 ___- _-___-___.__ s 1 __...........__.. rs dr '
50 011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR.
ra.t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af
145 air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r
a.C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf
its FIr 4 7 /e• st o over Raper bth ./416
pap. Haplee e 6' o.0.. top
hofta. pat.., I9I1T ofAneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, or KBO j ropy r Ib. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf
le0 ply 7 /e'afueeo avM paper bm . /4K Q.
V. .,.Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft
r .oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.
o- KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar
260 ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01
264 Wr 7/r SIT -turd 1 ay -a .11h ea MR. N'
a.G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr
304 ar Srrllctva 1 Arwood c- theoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of
451 of 3 /6'St.ucnia 1 Plywood with ed MIA a
rO.c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No
676 pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2•
o.c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001
730 pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2'
o.c. at pope. a 1? O.C. fiNd IToble 254URCI __- H ... Oro pf
870 pNOTES)
USE
THE EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL tECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR
LIAA7CR SPECCS MAY
REIXXRE CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED
NAi NG. STAGGER NAl1r4G AT 2 -2x
TOP PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0
22X4 BLOCKS AT HORIZONTAL PANEL
SPLIC ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4
FEET LAODAAR BOTH PROVIDE EDL'AL
PANEL SECTIONS. TO BE APPLIED FOR r (41 -80TOENAILSSTUDS14't HIGH
OR OR LESS. ADD ONE MORE{ (3) -16d
TOE -NAILS NAIL FOR HIGHER I 121 _160 f. p NAILS LENGTHSTUDS. I l 0 EA, STUD TO
TOP
PLATE I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
A•
am U
to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D
CALIFORNIA FRAMING MAX. HORIZONTAL
PROJECTION LENGTH FOR SLOPES FROM 4:12 TO
6:12 RAFTERS
RIDGE BOARD SIZE & MAX.SPAN
SIZE 6 SPACING
MAX.SPANS
2x6 2x4' 024.
O .C. 6 0'
MAX.SPAN
B' -9' 2x6'
S - - -2x8 024.O.C. 9 _6.
MAX.SPAN
10._6• 2x8'S
i2, -
6, 2x10 - - -- 024'O.C. I
MAX.SPAN 2x10'5 I --
9 - -- -2x12 4,24-O.C. 15' -9'
MAX.SPAN
14- 3' 112' ................................................... ............................No. 11 qd (8)
NU IL: NOTE: 2.4 STIJOS SHALL BE W.C.D.F.CONS'RUCTICN GRACE
OR BETTER. 2.6 STUDS SHALL BE W.C.D,F.•2 GRADE
OR BETTER, V' 1) 2x4 AT ;6' O.C. 10'-0'
MAX. LATERALLY
UNSUPPORTED HEIGHT, Q (2) 2x4 AT 16. O.C.13' -9'
MAX, LATERALLY
UNSUPPORTED HEIGHT, C) (3) 2,4 AT 16' O.C. 15' -9'
MAX. LATERALLY
UNSUPPORTED HEIGHT. DO (4) 2.4 AT 16' O.C. i7' -4'
MAX, LATERALLY UNSUPPORTED
HEIE;HT, EQ m 2x6 AT ;6' G.C. 17' -6'
MAX. LATERALLY
UNSUPPORTED HEIGHT, FO (21 2.6 AT 16' O.C. 22'-6'
MAX, LATERALLY
UNSUPPORTED HEIGHT. SOLE
PLATE NAILaNG 12N 1....1611 SOLE PLATE NAILING AT 12'
O.
C.
ION- JI1....160 SOLE PLATE NAILING AT 10'
O.C. BNL...16d SOLE PLAfE NAILING Al 81
D.C. 6N ....1Ed SOLE. PLATE NAILING AT 6'
O.C. 4N ... 16d SOLE PLATE NAILING AT 4'
D.C. N ....Ibd SOLE PLATE NAILING AT 3'
O.C. 2NJ,...16d SOLE PLATE NAILING AT 2.
O.C. 6d 13) - ALL RAFTERS OR RIDGE
BOARDS SHALL No. 16 go. (9) BE MIN. 12 OR BETTER W.C.D.F.(U.N.
0.1 25/ 32' ................................. ............................... No. Il
go. (8)
8d (3) FOOTNOTE': No. 16
qo. 19) G„ COMI4GN OR BOX NAILS MAY BE USED EXCEPT WHERE
OTHERWISE STATED. 2.) COMMON OR
DEFORMED SHANK.
3J COMMON. 4,)
DEFORMED SHANK. 15.) NAILS SPACED o 6' O.C. 0 EDGES, 12' a INTERMEDIATE. SUPPORTS (
10' a INTERMEDIATE SUPPORTS FOR FLOORS)EXCEPT 6'0 ALL SUPPORTS
WHERE SPANS ARE 48' OR MORE. FOR NAILING OF PLYWOOD AND
PARTICLEBOARD DIAPHRAGS AND SHEAR WALLS.REFER 10 SECTION 2513(Cl. NAILS FOR
WALL SHEATHING MAY BE COMMON.BOX
OR CASING. 6.) CORROSION - RESISTANT SIDING OR CASING NAILS C ')FORMING TO
THE REQUIRE- MENTS OF SECTION 2516(
p I. 7.) FASTENERS SPACED 3' O.C. 0 EXTERIOR EDGES AND 6' O.C.
0
INTERMEDIATE SUPPORTS. 8.) CORROSION- RESISTANT ROOFING NAILS WITH 7 /16'DIAMETER
HEAD Al LENGTH FOR 112' SHEATHING AND 1 -3/4' LENGTH FOR 25/
32' SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION
251HIp I. 9.) CORRDSION- RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 -1/
8' LENGTH FOR 112' SHEATHING AND 1 -1/2' LENGTH FOR 25/32' SHEA THING
CONFORMING TO THE REOUIREMENTS OF SECTION
251611)1, I
PLATE SPLICE 13180 NAILS AT }- SLfTNU.
LDEBED_QYLR EACH END
OF
M BRACE
Ix6 DIAGONAL LET -
IN BRACE AT
EACH CORNER 25' -
0' MAX. - - -- CENTER
TO CENTER 2. STUDS 016' O.
C. --y 4) -8d
TOE-
NAILS OR 131 -
16d
TOENAILS _ OR l 121-16
END NAILS a EA. STUD
TO
SILL
SILLO PLATE. W %USTA. DARD
CUT BOLTS a MAX, 72' O.C.. U.
N.C. & MAX. 12'rROM SPLICF
OR EDGE. PROVIDE A MINIMUM
OF TWO BOLTS FER EACH
SILL
PLATE NOTE: HDISTANCESI' E DI $ Cf5 NeABOVE BO L CHART
S ARE BASED ON UNIFORMLY LOADED
JOISTS SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY
OF THE TABLES LISTED IN THIS REFERENCE
GuIDE.FOR OTHER LOAD CONOITIONS,CONTACT
YOUR TRUS
JOIST REPRESENTATIVE. SHEAR _
S_CHEDULE_ _ UBC 1968 EDITION W.C.
D.E. VERTICAL
STUD SPACING KK_
D.C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING
Y D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at
b- later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at
roc- art I _..._...._..__ US
pH 2SOOH n 112• drr•oa.lm So -.*, -Me It r
a.. age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt
too nr 111'try.l With -coact Mlle OR 7•o.
c edge. and flan (Table 4T -I LBC1 51,5 PIT
IS alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.
c Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit
RS PH S /e'trr.m 0th 6d cooler M11e 6
rp...Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041
NS pit WrbloCkea arYwl.t +h 5d aoow holly • 7'
0< papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1
125 pr I/r abated ary.d WiM SO C . w Mna r o.
a. cape. L and flea ET.W. 47 -1
LISC1 ___- _-___-___.__ s 1 __...........__.. rs dr '
50 011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR.
ra.t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af
145 air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r
a.C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf
its FIr 4 7 /e• st o over Raper bth ./416
pap. Haplee e 6' o.0.. top
hofta. pat.., I9I1T ofAneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, or KBO j ropy r Ib. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf
le0 ply 7 /e'afueeo avM paper bm . /4K Q.
V. .,.Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft
r .oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.
o- KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar
260 ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01
264 Wr 7/r SIT -turd 1 ay -a .11h ea MR. N'
a.G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr
304 ar Srrllctva 1 Arwood c- theoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of
451 of 3 /6'St.ucnia 1 Plywood with ed MIA a
rO.c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No
676 pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2•
o.c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001
730 pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2'
o.c. at pope. a 1? O.C. fiNd IToble 254URCI __- H ... Oro pf
870 pNOTES)
USE
THE EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL tECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR
LIAA7CR SPECCS MAY
REIXXRE CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED
NAi NG. STAGGER NAl1r4G AT 2 -2x
TOP PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0
22X4 BLOCKS AT HORIZONTAL PANEL
SPLIC ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4
FEET LAODAAR BOTH PROVIDE EDL'AL
PANEL SECTIONS. TO BE APPLIED FOR r (41 -80TOENAILSSTUDS14't HIGH
OR OR LESS. ADD ONE MORE{ (3) -16d
TOE -NAILS NAIL FOR HIGHER I 121 _160 f. p NAILS LENGTH STUDS. I l 0 EA, STUD TO
TOP
PLATE I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
A•
am U
to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D 112' ................................................... ............................No. 11 qd (8)
NU IL: NOTE: 2.4 STIJOS SHALL BE W.C.D.F.CONS'RUCTICN GRACE
OR BETTER. 2.6 STUDS SHALL BE W.C.D,F.•2 GRADE
OR BETTER, V' 1) 2x4 AT ;6' O.C. 10'-0'
MAX. LATERALLY
UNSUPPORTED HEIGHT, Q (2) 2x4 AT 16. O.C.13' -9'
MAX, LATERALLY
UNSUPPORTED HEIGHT, C) (3) 2,4 AT 16' O.C. 15' -9'
MAX. LATERALLY
UNSUPPORTED HEIGHT. DO (4) 2.4 AT 16' O.C. i7' -4'
MAX, LATERALLY UNSUPPORTED
HEIE;HT, EQ m 2x6 AT ;6' G.C. 17' -6'
MAX. LATERALLY
UNSUPPORTED HEIGHT, FO (21 2.6 AT 16' O.C. 22'-6'
MAX, LATERALLY
UNSUPPORTED HEIGHT. SOLE
PLATE NAILaNG 12N 1....1611 SOLE PLATE NAILING AT 12'
O.
C.
ION- JI1....160 SOLE PLATE NAILING AT 10'
O.C. BNL...16d SOLE PLAfE NAILING Al 81
D.C. 6N ....1Ed SOLE. PLATE NAILING AT 6'
O.C. 4N ... 16d SOLE PLATE NAILING AT 4'
D.C. N ....Ibd SOLE PLATE NAILING AT 3'
O.C. 2NJ,...16d SOLE PLATE NAILING AT 2.
O.C. 6d 13) - ALL RAFTERS OR RIDGE
BOARDS SHALL No. 16 go. (9) BE MIN. 12 OR BETTER W.C.D.F.(U.N.
0.1 25/ 32' ................................. ............................... No. Il
go. (8)
8d (3) FOOTNOTE': No. 16
qo. 19) G„ COMI4GN OR BOX NAILS MAY BE USED EXCEPT WHERE
OTHERWISE STATED. 2.) COMMON OR
DEFORMED SHANK.
3J COMMON. 4,)
DEFORMED SHANK. 15.) NAILS SPACED o 6' O.C. 0 EDGES, 12' a INTERMEDIATE. SUPPORTS (
10' a INTERMEDIATE SUPPORTS FOR FLOORS)EXCEPT 6'0 ALL SUPPORTS
WHERE SPANS ARE 48' OR MORE. FOR NAILING OF PLYWOOD AND
PARTICLEBOARD DIAPHRAGS AND SHEAR WALLS.REFER 10 SECTION 2513(Cl. NAILS FOR
WALL SHEATHING MAY BE COMMON.BOX
OR CASING. 6.) CORROSION - RESISTANT SIDING OR CASING NAILS C ')FORMING TO
THE REQUIRE- MENTS OF SECTION 2516(
p I. 7.) FASTENERS SPACED 3' O.C. 0 EXTERIOR EDGES AND 6' O.C.
0
INTERMEDIATE SUPPORTS. 8.) CORROSION- RESISTANT ROOFING NAILS WITH 7 /16'DIAMETER
HEAD Al LENGTH FOR 112' SHEATHING AND 1 -3/4' LENGTH FOR 25/
32' SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION
251HIp I. 9.) CORRDSION- RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 -1/
8' LENGTH FOR 112' SHEATHING AND 1 -1/2' LENGTH FOR 25/32' SHEA THING
CONFORMING TO THE REOUIREMENTS OF SECTION
251611)1, I
PLATE SPLICE 13180 NAILS AT }- SLfTNU.
LDEBED_QYLR EACH END
OF
M BRACE
Ix6 DIAGONAL LET -
IN BRACE AT
EACH CORNER 25' -
0' MAX. - - -- CENTER
TO CENTER 2. STUDS 016' O.
C. --y 4) -8d
TOE-
NAILS OR 131 -
16d
TOENAILS _ OR l 121-16
END NAILS a EA. STUD
TO
SILL
SILLO PLATE. W %USTA. DARD
CUT BOLTS a MAX, 72' O.C.. U.
N.C. & MAX. 12'rROM SPLICF
OR EDGE. PROVIDE A MINIMUM
OF TWO BOLTS FER EACH
SILL
PLATE NOTE: HDISTANCESI' E DI $ Cf5 Ne ABOVE BO L CHART
S ARE BASED ON UNIFORMLY LOADED
JOISTS SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY
OF THE TABLES LISTED IN THIS REFERENCE
GuIDE.FOR OTHER LOAD CONOITIONS,CONTACT
YOUR TRUS
JOIST REPRESENTATIVE. SHEAR _
S_CHEDULE_ _ UBC 1968 EDITION W.C.
D.E. VERTICAL
STUD SPACING KK_
D.C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING
Y D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at
b- later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at
roc- art I _..._...._..__ US
pH 2SOOH n 112• drr•oa.lm So -.*, -Me It r
a.. age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt
too nr 111'try.l With -coact Mlle OR 7•o.
c edge. and flan (Table 4T -I LBC1 51,5 PIT
IS alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.
c Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit
RS PH S /e'trr.m 0th 6d cooler M11e 6
rp...Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041
NS pit WrbloCkea arYwl.t +h 5d aoow holly • 7'
0< papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1
125 pr I/r abated ary.d WiM SO C . w Mna r o.
a. cape. L and flea ET.W. 47 -1
LISC1 ___- _-___-___.__ s 1 __...........__.. rs dr '
50 011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR.
ra.t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af
145 air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r
a.C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf
its FIr 4 7 /e• st o over Raper bth ./416
pap. Haplee e 6' o.0.. top
hofta. pat.., I9I1T ofAneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, or KBO j ropy r Ib. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf
le0 ply 7 /e'afueeo avM paper bm . /4K Q.
V. .,.Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft
r .oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.
o- KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar
260 ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01
264 Wr 7/r SIT -turd 1 ay -a .11h ea MR. N'
a.G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr
304 ar Srrllctva 1 Arwood c- theoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of
451 of 3 /6'St.ucnia 1 Plywood with ed MIA a
rO.c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No
676 pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2•
o.c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001
730 pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2'
o.c. at pope. a 1? O.C. fiNd IToble 254URCI __- H ... Oro pf
870 pNOTES)
USE
THE EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL tECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR
LIAA7CR SPECCS MAY
REIXXRE CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED
NAi NG. STAGGER NAl1r4G AT 2 -2x
TOP PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0
22X4 BLOCKS AT HORIZONTAL PANEL
SPLIC ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4
FEET LAODAAR BOTH PROVIDE EDL'AL
PANEL SECTIONS. TO BE APPLIED FOR r (41 -80TOENAILSSTUDS14't HIGH
OR OR LESS. ADD ONE MORE{ (3) -16d
TOE -NAILS NAIL FOR HIGHER I 121 _160 f. p NAILS LENGTHSTUDS. I l 0 EA, STUD TO
TOP
PLATE I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
A•
am U
to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D 6d 13) - ALL RAFTERS OR RIDGE
BOARDS SHALL No. 16 go. (9) BE MIN. 12 OR BETTER W.C.D.F.(U.N.
0.1 25/ 32' ................................. ............................... No. Il
go. (8)
8d (3) FOOTNOTE': No. 16
qo. 19) G„ COMI4GN OR BOX NAILS MAY BE USED EXCEPT WHERE
OTHERWISE STATED. 2.) COMMON OR
DEFORMED SHANK.
3J COMMON. 4,)
DEFORMED SHANK. 15.) NAILS SPACED o 6' O.C. 0 EDGES, 12' a INTERMEDIATE. SUPPORTS (
10' a INTERMEDIATE SUPPORTS FOR FLOORS)EXCEPT 6'0 ALL SUPPORTS
WHERE SPANS ARE 48' OR MORE. FOR NAILING OF PLYWOOD AND
PARTICLEBOARD DIAPHRAGS AND SHEAR WALLS.REFER 10 SECTION 2513(Cl. NAILS FOR
WALL SHEATHING MAY BE COMMON.BOX
OR CASING. 6.) CORROSION - RESISTANT SIDING OR CASING NAILS C ')FORMING TO
THE REQUIRE- MENTS OF SECTION 2516(
p I. 7.) FASTENERS SPACED 3' O.C. 0 EXTERIOR EDGES AND 6' O.C.
0
INTERMEDIATE SUPPORTS. 8.) CORROSION- RESISTANT ROOFING NAILS WITH 7 /16'DIAMETER
HEAD Al LENGTH FOR 112' SHEATHING AND 1 -3/4' LENGTH FOR 25/
32' SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION
251HIp I. 9.) CORRDSION- RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 -1/
8' LENGTH FOR 112' SHEATHING AND 1 -1/2' LENGTH FOR 25/32' SHEA THING
CONFORMING TO THE REOUIREMENTS OF SECTION
251611)1, I
PLATE SPLICE 13180 NAILS AT }- SLfTNU.
LDEBED_QYLR EACH END
OF
M BRACE
Ix6 DIAGONAL LET -
IN BRACE AT
EACH CORNER 25' -
0' MAX. - - -- CENTER
TO CENTER 2. STUDS 016' O.
C. --y 4) -8d
TOE-
NAILS OR 131 -
16d
TOENAILS _ OR l 121-16
END NAILS a EA. STUD
TO
SILL
SILLO PLATE. W %USTA. DARD
CUT BOLTS a MAX, 72' O.C.. U.
N.C. & MAX. 12'rROM SPLICF
OR EDGE. PROVIDE A MINIMUM
OF TWO BOLTS FER EACH
SILL
PLATE NOTE: HDISTANCESI' E DI $ Cf5 NeABOVE BO L CHART
S ARE BASED ON UNIFORMLY LOADED
JOISTS SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY
OF THE TABLES LISTED IN THIS REFERENCE
GuIDE.FOR OTHER LOAD CONOITIONS,CONTACT
YOUR TRUS
JOIST REPRESENTATIVE. SHEAR _
S_CHEDULE_ _ UBC 1968 EDITION W.C.
D.E. VERTICAL
STUD SPACING KK_
D.C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING
Y D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at
b- later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at
roc- art I _..._...._..__ US
pH 2SOOH n 112• drr•oa.lm So -.*, -Me It r
a.. age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt
too nr 111'try.l With -coact Mlle OR 7•o.
c edge. and flan (Table 4T -I LBC1 51,5 PIT
IS alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.
c Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit
RS PH S /e'trr.m 0th 6d cooler M11e 6
rp...Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041
NS pit WrbloCkea arYwl.t +h 5d aoow holly • 7'
0< papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1
125 pr I/r abated ary.d WiM SO C . w Mna r o.
a. cape. L and flea ET.W. 47 -1
LISC1 ___- _-___-___.__ s 1 __...........__.. rs dr '
50 011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR.
ra.t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af
145 air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r
a.C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf
its FIr 4 7 /e• st o over Raper bth ./416
pap. Haplee e 6' o.0.. top
hofta. pat.., I9I1T ofAneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, or KBO j ropy r Ib. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf
le0 ply 7 /e'afueeo avM paper bm . /4K Q.
V. .,.Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft
r .oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.
o- KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar
260 ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01
264 Wr 7/r SIT -turd 1 ay -a .11h ea MR. N'
a.G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr
304 ar Srrllctva 1 Arwood c- theoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of
451 of 3 /6'St.ucnia 1 Plywood with ed MIA a
rO.c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No
676 pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2•
o.c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001
730 pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2'
o.c. at pope. a 1? O.C. fiNd IToble 254URCI __- H ... Oro pf
870 pNOTES)
USE
THE EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL tECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR
LIAA7CR SPECCS MAY
REIXXRE CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED
NAi NG. STAGGER NAl1r4G AT 2 -2x
TOP PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0
22X4 BLOCKS AT HORIZONTAL PANEL
SPLIC ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4
FEET LAODAAR BOTH PROVIDE EDL'AL
PANEL SECTIONS. TO BE APPLIED FOR r (41 -80TOENAILSSTUDS14't HIGH
OR OR LESS. ADD ONE MORE{ (3) -16d
TOE -NAILS NAIL FOR HIGHER I 121 _160 f. p NAILS LENGTH STUDS. I l 0 EA, STUD TO
TOP
PLATE I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
A•
am U
to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D W %USTA. DARD
CUT BOLTS a MAX, 72' O.C.. U.
N.C. & MAX. 12'rROM SPLICF
OR EDGE. PROVIDE A MINIMUM
OF TWO BOLTS FER EACH
SILL
PLATE NOTE: HDISTANCESI' E DI $ Cf5 NeABOVE BO L CHART
S ARE BASED ON UNIFORMLY LOADED
JOISTS SUPPOR THE MAXIMUM LOADS SHOWN FOR ANY
OF THE TABLES LISTED IN THIS REFERENCE
GuIDE.FOR OTHER LOAD CONOITIONS,CONTACT
YOUR TRUS
JOIST REPRESENTATIVE. SHEAR _
S_CHEDULE_ _ UBC 1968 EDITION W.C.
D.E. VERTICAL
STUD SPACING KK_
D.C_ 4X AVERS 5 /9'BLOCKID DRraALL SEISING
Y D n WiM W 000l.r -116 • D'o.0.a .do.. o W flea at
b- later with Od Coat MATO 6 V O.C. a edpea o,0 Ilaa at
roc- art I _..._...._..__ US
pH 2SOOH n 112• drr•oa.lm So -.*, -Me It r
a.. age. L1aM /Iola [Table 47 -I UBU°-._---»......._._... .._..__................ ...... _. So wt
too nr 111'try.l With -coact Mlle OR 7•o.
c edge. and flan (Table 4T -I LBC1 51,5 PIT
IS alt i n I/r ar Y.a.lth Sa LOdV MR. a A- 0.
c Ydpes I aM Ilea ITable 47.1 UBC) 62.5 pit
RS PH S /e'trr.m 0th 6d cooler M11e 6
rp...Coe. i+ arW r4M ITODN n.l UBC) ,- --- ---- 72.5041
NS pit WrbloCkea arYwl.t +h 5d aoow holly • 7'
0< papa as flea liable 47 -1 LIBCI y--- _ _ »_......._..- - --» 62.50,1
125 pr I/r abated ary.d WiM SO C . w Mna r o.
a. cape. L and flea ET.W. 47 -1
LISC1 ___- _-___-___.__ s 1 __...........__.. rs dr '
50 011 i Q5 /e•baaNd dryl.Tth 604 'co:Oe MR.
ra.t. 00"a 6 Ilea (Taple 41 -1 LIBCI 12.5af
145 air S/B' blocx ea 6'r•l .Hh 60 Caow MA/ r
a.C. ease 6 Ilea lralxe a -1 LOCI _. ».._..w_.__....._..._._ ersdf
its FIr 4 7 /e• st o over Raper bth ./416
pap. Haplee e 6' o.0.. top
hofta. pat.., I9I1T ofAneorwaltx, ,N ICB0 reps t N0. 077. JtT. 9i1, or KBO j ropy r Ib. 13M, Cup, 9X6 ». ...._- ...»._.._._..___...__.._. 160 Alf
le0 ply 7 /e'afueeo avM paper bm . /4K Q.
V. .,.Pw. a 3•0.C.ot too a :,atta111 pate-.edaa of fft
r .oR aM 6• ax:. M flea. ICBo report Yp. 1823, Jb 1111117.
o- KCBO r.wf NO. ISM. Atp. 986 ._.- ____..____-- __»_..-...__ 260 ar
260 ar 7 /e• StrLC tt/a ar•ood With ed MRS 046• p.C. at cape. 6 Ir .1. a. Ilya ITOple to LAIC;.._ ._....- _ ...... 76.01
264 Wr 7/r SIT -turd 1 ay -a .11h ea MR. N'
a.G. t .doe. 6 Ir a.c. field IT 25A LAIC) - .................... _.._.._........ 394 dr
304 ar Srrllctva 1 Arwood c- theoMRSorsdpes6 :r o.c. fleas liap4 2504 LaCI _,__ ___._...... . ................. _. 492 of
451 of 3 /6'St.ucnia 1 Plywood with ed MIA a
rO.c. 0, edges & Ir O.C. field ITWO 25K LOCI ... _ ...... ............ .................... 636 No
676 pit 15/32 s +r cr ra 1 001 -d .Nn ea Me. a 2•
o.c. t edpea 6 Ir c.c. Ila" ,fax- 25K UBC) .... __ 73001
730 pit L5 15 132- so-uc +jai i oly.00d .11h IOd roll, a 2'
o.c. at pope. a 1? O.C. fiNd IToble 254URCI __- H ... Oro pf
870 pNOTES)
USE
THE EO ALLJ,OR STD a/ Est GLUE IN LIEU OF STRUCTURAL tECIESD, - lA[SE YAL LIES ARE Epll DOUGLAS EN 00& 1. DiNiR
LIAA7CR SPECCS MAY
REIXXRE CHANGE. USE 1x SILL PLATE OR 2 2X'S WITH STAGGERED
NAi NG. STAGGER NAl1r4G AT 2 -2x
TOP PLATES, USE A 4X4 POST AT VERTIC.I PANE) SPLICES 4.0
22X4 BLOCKS AT HORIZONTAL PANEL
SPLIC ES. WHERE LENGTH Of PLr WDOO SHEAR PANELS EXCEED 4
FEET LAODAAR BOTH PROVIDE EDL'AL
PANEL SECTIONS. TO BE APPLIED FOR r (41 -80TOENAILSSTUDS14't HIGH
OR OR LESS. ADD ONE MORE{ (3) -16d
TOE -NAILS NAIL FOR HIGHER I 121 _160 f. p NAILS LENGTHSTUDS. I l 0 EA, STUD TO
TOP
PLATE I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
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ti '0
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DATA
Ton
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I ••
la
D I 13H6d ENO 11 11
1
L NAILS -- HEADER.
SEE PLAN 2x KING STUD.
2x CRIPPLE U.N.O. SEE STUDS 0
16'
Ox PLANS2)(3d NAILS -- 2x TRIMMER. U.
N.O. PER STUD
SEE
PLANS OPENING LI 2x CONT. SILL
w/ 2- 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
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to W
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ti '0
4!
J LU
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8
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DATA
Ton
pJ
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I ••
la D 60
DEGREES
MAX. r fHART FOR
I x TOLE SIZE bIELI
g BITTED -.- -- II :%tY
Ilh
Ll
MIN T4 - w I BEARING NOl'CH
a,Y x N
p WALL 1/
3
SPAN N I I/3 SPAN I/
3
SPAN
JES wI_ __.___._ -__.. _ N3TF 6 NULES NOTCHESt
HORMTTEO NOTCHES ( BETITEEN-L_OF
OEARING_wA NOTE: BOTH TOP 6 BOTTOM SURFACES NOT TO
BE NOTCHED WITHIN SAME 1/3
OF SPAN MIN. DISTANCE BETWEEN HOLES WITHIN SAME 1/3
OF SPAN SHALL BE 1A'ICF. THE DIAMETER
OF HOLES. CHART OF ALLOWED HOLE $ NOTCH
FLOUR JOIST SIZE OR 'X' DIM. (MAX.) 'Y' DIM. IMAX.)
MAX. SIZE JOIST NOTCH AT NOTCH DEPTH AS HOLE,
D/3 BEARING, 014 ALLOWED.
0/6 2x6 P /e' 7 /e'
11 /210 2.8 - - --- i 4; - -- lie ^ -
2%'oxl 0 2 Z
I 2
2x12- - 2Y,' - -- % - 2.14 - ?'y / -- - - ---
ZI /i NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
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to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D NUILI L = NVILTH LLNUIH NUI IU tlE
UNEATLH THAN 1/3 OF THE MEAIBFP'
S DEPTH D
JOIST DEPTH SCALEL V2 o
I' -0' NOTCH / BORE 2x4 STUD
2xG STUD
OF
STUD 25% 607. - - - -z, - -3
1/i WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
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to W
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ti '0
4!
J LU
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8
J'
DATA
Ton
pJ
n IBW bl ;
I ••
la D WIDTH =D
WIOTH•D 40% D.
25% D.
MAX. Max.
I I 6 /
NOTCH
IN
ILL
STLID- - -- - o 601-0,
40% 0.
MAX.
MAX,
HOED HOLE /- 5/e'
S/e'
MIN. MIN. NOTE: BORING AND NOTCHING
SHALL NOT OCCUR IN
SAME STUD NON- BEARING
EXT. & BEARING
PARTITION PARTITION DRILUNG & NOTCHING OF
STUDS rj
SCALES NONE - ' ° ADD PLATE 0 EA,
SIDE WHEN TOP PLATES ARE
DRILLED OR ~ NOTCHED MORE THAN
W/ 2 - -, Ci r ' 1 f - '
SIMPSOt1 FHA18 R 1 W/ "8 -
16d
NAILS
TOP PLATES _
2.
STUD WALL TEA V1yliYr pF
TOP PLATESSCALE) 4' = )SCALES I' -
0' I AT RAISED HDR. AT
RAISED NOR. USE SIMPSON ST -18- RUN TOP 2x
OF DBL. METAL STRAP ON EA. 2x PLATE
CONI,OH SIDE OF HDR. USE S,MPSON
ST-B. METAL STRAP
ON
En. 117 EO. E0. SIDE
OF MDR,
DR. •
DR -
REVrowN8
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to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
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I ••
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D
REVrowN8
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to W
O fi
ti '0
4!
J LU
d Y
8
J'
DATA
Ton
pJ
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I ••