G
F
D
E
C
B
DRAWING INDEX:
A 1.01 SITE AND ROOF PLAN GENERAL NOTES, AND DRAWING INDEX
A 1.02 SITE AND ROOF PLANS EXISTING
A 2.00 WALL LEGEND AND MECHANICAL AND PLUMBING NOTES
A 1.03 GRADE PLANE ANALYSIS
A 1.04 FIRE FLOW INFORMATION
A 2.01 FLOOR PLANS
A 2.02 FLOOR PLANS
A 3.01 EXTERIOR ELEVATIONS
A 3.02 EXTERIOR ELEVATIONS
A 3.03 EXTERIOR ELEVATIONS
A 3.04 EXTERIOR ELEVATIONS
A 3.05 EXTERIOR ELEVATIONS
A 4.01 BUILDING SECTION
A 4.02 BUILDING SECTION
A 5.01 ELECTRICAL DRAWINGS
A 5.02 ELECTRICAL DRAWINGS
A 6.01 WINDOW SCHEDULE
A 7.01 STAIR AND GUARD RAIL DETAILS
A 7.02 WALL DETAILS
A 7.03 EXTERIOR WALL AND DECKS DETAILS
A 8.01 FIRE PLACE DETAIL
GB.01 GREEN BUILDING
GS-2 GREEN BUILDING
MEP-03 ENERGY VERIFICATION
T 24.01 ENERGY ANALYSIS
T 24.02 ENERGY ANALYSIS
T 24.03 ENERGY ANALYSIS
CIVIL SURVEY
S-1 STRUCTURAL NOTES
S-1.1 STUCTURAL DRAWINGS
S-1.2 STRUCTURAL DRAWINGS
S-2 SLOPE PROTECTION CHECKLIST
S-3 FOUNDATION PLANS
S-4 FRAMING PLANS
S-5 FRAMING PLANS
S-6 FRAMING PLANS
ZONING: RM-3: HGT/BULK: 65-A
PROPOSED
BLOCK 0251
an independent inspection company
H Finishes: Replace patch repair and refinish all existing surfaces affected by the new work All new finishes shall match the adjacent surface all surfaces shall align
I The General Contractor shall visit the site and familiarize themselves with the existing site conditions prior to finalizing of any proposal to the owner
The general Contractor shall be responsibe to inform the owner or Architect of potential existing conditions that need to be addressed and or modified inorder to cmplete the work as herein described in these Drawings
J The General Contractor shall be reponsible for all means and methods of construction including but not limited to leveling, shiming and blocking
The General Contractor shall make specific note of such items that can not be known prior to the commencement of construction
BEARING WALLS AND PARTITIONS INTERIOR: FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS:
BUILDING DATA
2
PROJECT STATISTICS
NON BEARING WALLS AND PARTITIONS INTERIOR:
FLOOR
DEFFERED SUBMITTALS
EXCAVATION
EXISTING SITE / GARAGE DEMOLITION PLAN
2ND PLAN PLAN
NOTES
NOTES
1 SEE A 7.01 FOR STAIR AND RAILING REQUIREMENTS
ALL GLAZING USED IN GUARDRAILS SHALL COMPLY WITH 2022 CBC SECTION 2407 AND SHALL BE FULLY LAMINATED 2
INSULATION
PLUMBING/HEATING NOTES
1 ALL NEW DRAINS WAISTES AND VENTS TO BE CAST IRON
2 DWELLING SHALL BE PROVIDED WITH HEATING FACILITYIES CAPAPBLE OF MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES F AT A POINT 3 FEET ABOVE THE FLOOR IN ALL HABITABLE ROOMS
3 ALL NEW WATER CLOSETS SHALL USE A 1.28 GALLONS/FLUSH MAX PER STATE HEALTH AND SAFETY CODE
4 AT TUB AND SHOWER PROVIDE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVE CONTROLS HANDLE POSITION
STOPS SHALL BE PROVIDED ON SUCH VALVES AND SHALL BE ADJUSTED PER MFG INSTRUCTIONS TO DELIVER A MAX MIXED WATER SETTING OF 120 DEGREE F THE WATER HEATER THERMOSTAT SHALL NOT BE A SUITABLE CONTROL FOR THIS PROVISION
5 PRIOR TO COMENCEMENT OF CONSTRUCTION VERIFY FLUE LOCATION FOR WH & FURN TO PROVIDE VENT AS REQ'D BY CBC
6 PROVIDE PLATFORM FOR W.H.MIN 18" A.F.F (IF REQUIRED)
SEISMIC STRAPPING OF W.H (REQUIRED)
STRAP W.H WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIM STRAP AT THE LOWER POINT SHALL BE INSTALLED 4" ABOVE W.H CONTROLS
7 ALL BATHROOMS TO HAVE EXHAUST FANS CAPABLE OF PROVIDING A MINIMUM OF 5 AIR CHANGES PER HOUR FANS TO EXHAUST TO EXTERIOR
8 BATHROOM AND KITCHEN EXHAST
13 DOMESTIC RANGE HOOD SHALL
SOUTH ELEVATION (E) 1/4"=1'-0" A
SOUTH ELEVATION (N)
(E)
SECTION A-A
1/4"=1'-0"
(E)
SECTION A-A (N)
1/4"=1'-0"
DRAWING NOTES:
3RD FLOOR PLAN
1/4"=1'-0"
4TH FLOOR PLAN
1/4"=1'-0"
DRAWING NOTES:
GREEN BUILDING:
WINDOW SCHEDULE
SKYLIGHT SCHEDULE
(UGL).
When installed and used as directed, the Window Opening Control Device meets the requirements of ASTM F2090-17. Building and fire codes shall be consulted before installing WOCDs. Contact local building code department or fire department for specific applicable codes and install in accordance.
Follow manufacturer’s assembly and installation instructions carefully. Failure to do so may result in accidental window falls.
WARNING!
Possible Fall Hazard
•Young children may fall out of the window if the window opening control device (WOCD) is not installed correctly.
•Install the device so that a rigid 4.0-in. (102mm) diameter sphere does not pass through any space at the lowest opening portion in the window opening after the WOCD is in place.
•Young children may fall ou of the window if all installation instructions are not followed.
•Use recommended materials and
DECK
SCALE: 3"=1'-0"
SIDING OR CEM PANEL O/ BLDG PAPER
WRAP (2) PLY ROOFING SYSTEM UP CANT STRIP AND 6" MIN UP WALLEXT WALL BLDG PAPER TO OVERLAP VERTICAL LEG OF ROOFING SYSTEM 6" MIN
PEDESTAL DECKING SYSTEM OVER CONTINUOUS (2) PLY SBS MODIFIED BITUMEN ROOFING SYSTEM
SLOPE 1/4"/FT
F.R GYPSUM SHEATHING
SLOPE 1/4"/FT
FRAMING SEE STRUCT 1 1/8" PLYWD
'GLASS RAILING SYSTEM' BY C.R LAURENCE CO (OR EQUAL)#GR25DU TOP RAILING W/ 'DURANODIC BRONZE' FINISH O/ 1/2" MONOLITHIC TEMPERED GLASS W/ TAPER-LOC DRY SET MOUNTED IN #B5S10F FASCIA MOUNT SHOE ATTACHED W/ 1/2" LAG BOLTS THROUGH STRUCTURAL MEMBER (SEE STRUCTURAL DRAWINGS) W/ OPTION FOR #1S259OM INTERNAL SPLICE OPTION FOR CORNERS FOR TOP RAIL
SLIDING GLASS PATIO DOOR (SEE SCHEDULE)
COPING
BUILT UP ROOFING WRAPPED UP BUILT-UP PARAPET CURB 3'-6"
STRIP
'LEVELIT' ADJUSTABLE DECKING BY BISON
GS2: San Francisco Green Building Submittal Form for LEED or GreenPoint Rated Projects
GENERALNOTES
1.ALLCONSTRUCTIONSHALLCONFORMTO2022CALIFORNIABUILDING CODE,MECHANICAL,PLUMBING,CALIFORNIAENERGYCONSERVATION;AND 2022CALIFORNIAELECTRICALCODE,ANDSANFRANCISCOBUILDINGCODE REQUIREMENTS.
2.DESIGNANDPLACEMENTOFCONCRETESHALLBEINACCORDANCEWITH THEAMERICANCONCRETEINSTITUTECODEAC1318.
3.ALLCONDITIONSANDDIMENSIONSTOBEVERIFIEDINTHEFIELDBY CONTRACTORPRIORTOCOMMENCEMENTOFWORK.
4.CONTRACTORSHALLPROVIDEALLNECESSARYSHORING/PROTECTION DURINGCONSTRUCTION.
5.CONCRETEFc=3000psi.
6.REINFORCINGSTEELTOBEASTM615,GRADE60FOR#5ANDGREATER, GRADE40FOR#4ANDSMALLER..
7.STRUCTURALSTEELASTMA992Fy50,000psi.&A36, Fy=36,000psi.
8.LUMBERD.F.#1Fb=1000psi,Fv=95psi.FORHEADER,POST,BEAMS& JOIST.#2Fb=900psi,Fv=95psi.FORPLATESANDSTUDS.
9.LUMBER2.0EPARALLAMPSL:Fb=2900psi,Fv=290psi. 2.0EMICROLAMLVL:Fb=2600psi,Fv=285psi. GLULAM:24F-V4,Fb=2400psi.
10.CONSTRUCTIONINSPECTIONSHALLBECARRIEDOUTBYAREGISTERED ENGINEERANDACITYBUILDINGOFFICIAL.
11.ALLEXPOSEDSTEELSHALLBEHOTDIPPEDZINCCOATEDGALVANIZED PERTHEAMERICANGALVANIZERSASSOCIATIONORPAINTEDPERTHE SOCIETYOFPROTECTIVECOATINGSTOPROTECTITFROMCORROSION.
12.ALLLUMBEREXPOSEDTOWEATHERSHALLBE PRESSURE-PRESERVATIVETREATED.
13.ALLHARDWAREINCONTACTWITHPRESSURETREATEDLUMBER SHALLBEHOTDIPPEDZINCCOATEDGALVANIZEDORSTAINLESSSTEEL.
14.ALLCUTP.T.LUMBERSHALLBETREATEDWITHCOPPERGREENOR EQUIVALENT.
15.CONTRACTORSHALLSUBMITSHOPDRAWINGSFORALLSTEEL MEMBERSANDCONNECTIONSTOARCHITECT/ENGINEERAS APPROPRIATETOREVIEWBEFOREFABRICATION.
SPANSGREATERTHAN4'-0 6-16d
HEADERSEESCHEDULE UNLESS
BASEMENT4X6
1STFLR4X4
2NDFLR2-2X4
3RDFLR2-2X4
TYPICALBEARINGWALLHEADERS
S4
3x A35@16"O.C. S4 10d@4"O.C.EDGE 10d@12"O.C.FIELD 3x A35@9"O.C. S4 10d@2"O.C.EDGE 10d@12"O.C.FIELD
NOTES:
3.ANCHORBOLTSHALLHAVEAMINIMUM58
5. A35@16"O.C. CLIPS
MINIMUM2BOLTSPERSILLPLATEANDSPACEDNOTMORETHAN6FTAPARTLOCATEDNOTMORETHAN12" ORLESSTHAN4"FROMEACHEND. 4. P PLATEWASHERSSHALLHAVEASLOT316"LARGERTHANTHEBOLDAND134LONGIFASTANDARDCUT WASHERISPROVIDEDBETWEENTHEPLATEWASHERANDNUT
DRAWINGWHERESECTION/ DETAILISLOCATEDOR DRAWINGONWHICH SECTIONISCUT
TYPICALHOLESINBEAMS,RAFTERS&STUDS
L 1ROW16d @4"O.C. 2ROWS16d @4"O.C. 2ROWS16d @4"O.C. 2ROWS16d @4"O.C.
1. 2. USE10dCOMMONNAILSUON.ALLNAILSTOP.T.WOODSHALLBEGALVANIZED. PROVIDE3xFRAMINGMEMBERSINCLUDINGBLOCKINGATALLPLYWOODADJOININGPANELEDGESFORS4, S4&S4.NAILINGSHALLBESTAGGERED.
6.ANCHORBOLTPLATEWASHERSSHALLBE3"x3"x0.229".
7.TWO-SIDEDSHEARWALLSSHALLHAVEA35CLIPSEA.SIDEOFWALLPERTYPICALSHEARWALLDETAILS
E.N.,TYP.
HOLDOWN PERPLAN
NAILER.SEE SHEARWALLSCHEDULE.
16dNAILTOMATCHE.N. SPACING,TYP.@NAILER
16dNAILTOMATCH
E.N.SPACING,TYP. @NAILER
E.N.,TYP.
NAILINGSCHEDULE 2STORYBUILDING
TOPOF2NDFLRWALLS 16-16d TOPOF1STFLRWALLS 22-16d TOPOFBASEM'TWALLS24-16d
3&4STORYBUILDING
TOPOF3RD&4THFLRWALLS16-16d
TYPICALTOPPLATESPLICE EXTERIOR&SHEARWALLS
CRITERIA SEISMIC WIND
HOLDOWN PERPLAN
INTERIORSHEARWALL WHEREOCCURS SHEARWALL,TYP.
E.N.,TYP.
HOLDOWN PERPLAN
NAILER.SEE SHEARWALLSCHEDULE.
16dNAILTOMATCH
E.N.SPACING,TYP. @NAILER
E.N.,TYP.
SHEARWALL, TYP. 16dNAILTOMATCHE.N. SPACING,TYP.@NAILER
INTERIORSHEARWALL WHEREOCCURS
HOLDOWN PERPLAN
EXPOSUREC OCCUPANCYCATEGORY2
SITECLASSD I=1.0 W SEISMICDESIGNCATEGORYD
SOILPROFILE=SD STRUCTURALSYSTEMFOR LIGHTFRAMEWOOD CONSTRUCTION,R=6.5
SHORTPERIODRESPONSE S=1.5,S=1.2 1SECONDRESPONSES=0.6,S=0.68
WINDSPEED=92MPH h =42.0FTMEAN ROOFTYPE=FLAT ROOFSLOPE/12"=1" TYPOGRAPHY,FLATK=1.0 ZT FULLYENCLOSED HEIGHT&EXPOSURE, OCCUPANCYFACTOR,=1.0
SITECOEFFICIENT,F=1.2 A SITECOEFFICIENT,F=1.7 RHO=1.3 V BASESHEAR,V=0.17W(EQUIVALENT LATERALFORCEPROCEDURE)
GRAVITYDESIGNLOADS
FLOORLIVELOAD=40PSF FLOORDEADLOAD=20PSF ROOFLIVELOAD=20PSF ROOFDEADLOAD=20PSF FRONTWALLDL=15PSF SIDE&BACKWALLDL=15PSF DECKDL=15PSF DECKLL=60PSF CEILINGDL=7PSF CEILINGLL=10PSF
SOILPARAMETERS:
Pa=35PCF Po=55PCF Pp=300PCF
DRILLEDPIERSKINFRICTION=1000PSF BEARINGCAPACITY=2500PSF 1
CityandCountyofSanFrancisco
LondonN.Breed,Mayor
DepartmentofBuildingInspection PatrickO'Riordan,InterimDirector
NOTICE
SPECIALINSPECTIONREQUIREMENTS
PleasenotethattheSpecialInspectionsshownontheapprovedplansandcheckedontheSpecial Inspectionsformissuedwiththepermitarerequiredforthisproject.Theemploymentofspecial inspectorsisthedirectresponsibilityoftheownerortheengineer/architectofrecordactingastheowner's representative.
ThesespecialinspectionsarerequiredinadditiontothecalledinspectionsperformedbytheDepartment ofBuildingInspection.Thenameofthespecialinspectorshallbefurnishedtothedistrictbuilding inspectorpriortostartofworkforwhichspecialinspectionisrequired.
Forquestionsregardingthedetailsorextentofrequiredinspectionortests,pleasecallthePlanChecker assignedtothisprojector628-652-3407.Ifthereareanyfieldproblemsregardingspecialinspection, pleasecallyourDistrictBuildingInspectoror628-652-3400Ext1.
Beforefinalbuildinginspectionisscheduled,documentationofspecialinspectioncompliancemustbe submittedtoandapprovedbytheSpecialInspectionServicesstaff.Toavoiddelaysinthisprocess,the projectownershouldrequestfinalcompliancereportsfromthearchitectorengineerofrecordand/or specialinspectionagencysoonaftertheconclusionofworkrequiringspecialinspection.Thepermitwill notbefinalizedwithoutcompliancewiththespecialinspectionrequirements.
STRUCTURALOBSERVATIONREQUIREMENTS
StructuralobservationshallbeprovidedasrequiredperSection1704.6.Thebuildingpermitwill notbefinalizedwithoutcompliancewiththestructuralobservationrequirements.
SpecialInspectionServicesContactInformation
1.Telephone:(628)652-3407
2.Email: dbi.specialinspections@sfgov.org
3.Inperson: 49SouthVanNessAve-Suite400
Note:Wearemovingtowardsa'paperless'modeofoperation.Allspecialinspection submittals,includingfinalletters,maybeemailed(preferred)orfaxed.Wewillalsobe shiftingtoapaperlessfaxreceiptmode.
SpecialInspectionServices
49SouthVanNessAveSuite400SanFranciscoCA94103 Office(628)652-3407wwwsfdbi.org
SPECIALINSPECTIONANDSTRUCTURALOBSERVATION
ACOPYOFTHISDOCUMENTSHALLBEKEPTWITHTHEAPPROVEDSTRUCTURALDRAWINGSET
JOBADDRESS APPLICATIONNO. ADDENDUMNO. OWNERPHONENO. OWNERNAME
EmploymentofSpecialInspectionisthedirectresponsibilityoftheOWNER,ortheengineer/architectofrecordacting astheowner'srepresentative.SpecialinspectorshallbeoneofthoseasprescribedinSec.1704.Nameofspecial inspectorshallbefurnishedtoDBIDistrictInspectorpriortostartoftheworkforwhichtheSpecialInspectionis required.StructuralobservationshallbeperformedasprovidedbySection1704.6.Apreconstructionconferenceis recommendedforowner/builderordesigner/builderprojects,complexandhigh-riseprojects,andforprojectsutilizing newprocessesormaterials.
InaccordancewithChapteer17(SFBC),SpecialInspectionand/ortestingisrequiredforthefollowingwork:
1.Concrete(Placement&sampling) 2.]Boltsinstalledinconcrete 3.Specialmoment-Resistingconcreteframe
Reinforcingsteel 5.Structuralwelding: A.Periodicvisualinspection Singlepassfilletwelds5/16"orsmaller Steeldeck Weldedstuds Coldformedstudsandjoists Stairandrailingsystems Reinforcingsteel
B.ContinuousvisualinspectionandNDT (Section1704) Allotherwelding(NDTexception:Filletweld)
APPROVAL(Basaedonsubmittedreports) DATE DBIEngineerorPlanChecker/SpecialInspectionServicesStaff QUESTIONSABOUTSPECIALINSPECTIONANDSTRUCTURALOBSERVATIONSHOULDBEDRECTEDTO: SpecialInspectionServices(628)6523407;ordbi.specialinspections@sfgov.org
STRUCTURALSTEELNOTES:
1.STRUCTURALSTEELSHALLBESUPPLIED,DETAILED,FABRICATED,ANDERECTEDIN ACCORDANCEWITHAISCSPCIFICATION,LATESTEDITION.
2.MEMBER/ELEMENTSPECIFICATION
A.WFCOLUMNS ASTMA992
B.WFBEAMSANDGIRDERSASTMA992
C.STEELCHANNELS ASTMA992
D.HOLLOWSTEELSECTIONASTMA500GRADEB E.PLATES
1.PLATESANDBARSASTMA36
2.SHEARTABS ASTMA572GRADE50
3.HSB ASTMA325N
4.M.B. ASTMA307
5.WELDEDSTUDS ASTMA108GRADESC10101020
F.CONNECTIONS
1.WELDINGELECTRODES E70XX
2.ALLWELDINGFILLERMETALUSEDFORLATERALFORCERESISTINGMOMENT CONNECTIONS(INCLUDINGCONTINUITYPLATES,GROOVEWELDSOFCONNECTION PLATESANDBEAMWEBSTOCOLUMNSANDCOLUMNSPLICES)SHALLHAVEAMINIMUM
APPENDIXXOROTHERAPPROVEDMETHODINAISC"SEISMICPROVISIONSFOR STRUCTURALSTEELBUILDINGS,2010".
3.WELDINGSHALLCONFORMTOAWSSPECIFICATIONSANDBEPERFORMEDBY CERTIFIEDWELDERS.
FRAMINGw/HU HANGER,TYP.
FRAMINGw/HU-2 HANGER,TYP.
DOUBLEJOIST,TYP., U.O.N.ONPLAN
2xTREADS& RISERS
BOTHSIDES@ BOTTOMPLATE
LUS28,TYP. 2x8LEDGERw/31SDS SCREWS@EA. STUD
A35@EA. STRINGER
2xPLATEw/316d NAIL@EA.BLKG.
2xBLKG. 3xBLKG UNDEREA. STRINGER
STUDWALL 3xBLKG. STRINGERATBOTTOM LANDINGTOWALL 2x8@16"O.C., TYP. DOUBLEJOIST@ BOTTOM,TYP.
2xBLKG.
2xSTUDWALL @16"O.C.
2x14STRING@SIDES, 3x14STRINGER@ CENTER,TYP.,U.O.N. LUS28
STRINGERATINTERMEDIATESUPPORT 4x8,U.O.N.
NOTE: A=51"FOR2/3x12STRINGER A=71"FOR2/3x14STRINGER
STRINGERATTOP
ADD2xBLKG @EA.BAY (E)SILL PLATE
3 4 @32"O.C.W/ 3"x3"x1 4"WASHER ALLOWABLE HOLESINHSS COLUMN W W/4 W/2 W/2
EPOXY GROUT
LEGEND:
2x14STRINGERw/2x8w/210dNAIL@ 12"O.C.TOSIDESTRINGER1
22x14STRINGERw/2x8EA.SIDEw/210dNAIL @12"O.C.TOCENTERSTRINGER
NOTES: 1.USE4x4POSTFOR4xBEAMS,U.O.N. 2.USE6x6POSTFOR6xBEAMS,U.O.N. 3.STUDSSHALLBE2x6@16"O.C.FORALL STRUCTURALWALLSFROM1STTO2NDFLOOR. PARTITIONWALLSCANBE2x4@16"O.C.
LEGEND: 2x14STRINGERw/2x8w/210dNAIL@ 12"O.C.TOSIDESTRINGER1 22x14STRINGERw/2x8EA.SIDEw/210dNAIL @12"O.C.TOCENTERSTRINGER
HOLDOWNHDU8 w/6x6POST, TYP.,U.O.N.
4T&GPLYWOOD W/10dNAIL@21" O.C.ATEDGEAND 12"O.C.ATFIELD, PROVIDE4xBLKG. @ALLPANEL EDGES,TYP.
2xNAILERw/2-5 8 THROUGHBOLTS@ 24"O.C.STAGGERED DTT2Z@ 8'-0"O.C.
2xLEDGERAGAINST SHEATHINGW/3 4 " SDSSCREWS@8"O.C. HU48HANGER HU11,TYP. MST37@32"O.C.
2xTREADS&RISERS
ADD2x8P.T.w/210dNAIL @12"O.C.TOSIDE STRINGERS&2x8P.T.BOTH SIDESw/2-10dNAIL@12" O.C.FROMBOTHSIDES STAGGERERD@CENTER STRINGER.
NOTES:
1.USE4x4POSTFOR4xBEAMS,U.O.N. 2.USE6x6POSTFOR6xBEAMS,U.O.N. 3.STUDSSHALLBE2x6@16"O.C.FORALL STRUCTURALWALLSFROM2NDTO3RDFLOOR. PARTITIONWALLSCANBE2x4@16"O.C.
2xBLKG.@48"
NOTE:
A=51"FOR2/3x12STRINGER A=71"FOR2/3x14STRINGER
SCHEDULE)
2xSTUDWALL PLYWOOD
O.C.EBMEDDED INTOJOIST,TYP.
2x8LANDING JOIST@16"O.C.
T&GPLYWOODW/10d NAIL@22O.C.ATEDGE AND12"O.C.ATFIELD, PROVIDE4xBLKG.@ALL PANELEDGES,TYP.
2x10@16"O.C. RIPPEDTOMIN. 74"DEPTH
NOTES:
1.USE4x4POSTFOR4xBEAMS,U.O.N. 2.USE6x6POSTFOR6xBEAMS,U.O.N. 3.STUDSSHALLBE2x6@16"O.C.FORALL STRUCTURALWALLSFROM3RDTO4THFLOOR. PARTITIONWALLSCANBE2x4@16"O.C.
SCHEDULE)
CMSTCSTRAPWRAPPED AROUND6xSLEEPERAND INTO6xBLKG.BELOW
SCHEDULE)
SLEEPER
4 SDSSCREWS@16"O.C.
E.N.
LTP4@ 16"O.C.
2xRIPPEDFOR SLOPE,TYP.
LTP4@16"O.C.
2x12@ 16"O.C.
TJIJOISTS
RC2.1@16"O.C.
A35(SEE SCHEDULE)
TJIJOISTS
6x12
11"T&GPLYWOOD W/10dNAIL@21 2 " O.C.ATEDGEAND 12"O.C.ATFIELD. PROVIDE4xBLKG. @ALLPANEL EDGES,TYP.
NOTES: 1.USE4x4POSTFOR4xBEAMS,U.O.N. 2.USE6x6POSTFOR6xBEAMS,U.O.N. 3.STUDSSHALLBE2x6@16"O.C.FORALL STRUCTURALWALLSFROM4THFLOORTOROOF. PARTITIONWALLSCANBE2x4@16"O.C.
A35@16"O.C. E.N.
IUS4.06/11.88 HANGER,TYP.
CRCTABLER602.3(1)FASTENINGSCHEDULE
3-16d@2xBLKG @4'-0"O.C.,TYP. LTP4@16"O.C.
1 2PLYWOOD E.N. A35(SEE SCHEDULE)
ITEM 1 DESCRIPTIONOFBUILDINGELEMENTS NUMBERANDTYPEOFFASTENERSPACINGOFFASTENERS
15 SOLEPLATETOJOISTORBLOCKING, FACENAIL
16 SOLEPLATETOJOISTORBLOCKINGAT BRACEDWALLPANELS
17 STUDTOSOLEPLATE,TOENAIL
BLOCKINGBETWEENJOISTSOR RAFTERSTOTOPPLATE,TOENAIL -
2 CEILINGJOISTSTOPLATE,TOENAILROOF
3 CEILINGJOISTNOTATTACHEDTO PARALLELRAFTER,LAPSOVER PARTITIONS,FACENAIL 3-10d -
4 COLLARTIETORAFTER,FACENAIL, OR1-1/4"X20GAGERIDGESTRAP 3-10d(3"x0.128") -
5 RAFTERTOPLATE,TOENAIL
6 ROOFRAFTERSTORIDGE,VALLEY ORHIPRAFTERS: TOENAIL FACENAIL
7 BUILT-UPCORNERSTUDS-FACENAIL
8 ABUTTINGSTUDSATINTERSECTING WALLCORNERS,FACENAIL
9 BUILT-UPHEADER,TWOPIECESWITH 16"O.C.ALONGEACHEDGE
10 CONTINUEDHEADER,TWOPIECES 16"O.C.ALONGEACHEDGE
11 CONTINUOUSHEADERTOSTUD,TOE NAIL
12 DOUBLESTUDS,FACENAIL
13 DOUBLETOPPLATES,FACENAIL 10d(3"x0.128")
14 DOUBLETOPPLATES,MINIMUM24-INCH OFFSETOFEND JOINTS,FACE NAILINLAPPEDAREA
18 TOPORSOLEPLATETOSTUD,END NAIL
19 TOPPLATES,LAPSATCORNERSAND INTERSECTIONS,FACENAIL
20 1"BRACETOEACHSTUDANDPLATE, FACENAIL
21 FACENAIL
22 FACENAIL
23 EACHBEARING,FACENAIL
JOISTTOSILLORGIRDER,TOENAIL
RIMJOISTTOTOPPLATE,TOENAIL (ROOFAPPLICATIONSALSO)
RIMJOISTORBLOCKINGTOSILL PLATE,TOENAIL
JOIST,FACENAIL
28 2"SUBFLOORTOJOISTORGIRDER, BLINDANDFACENAIL
29 2"PLANKS(PLANK&BEAMFLOOR& ROOF)
BUILTUPGIRDERSANDBEAMS, 2-INCHLUMBERLAYERS NAILEACHLAYERASFOLLOWS: 32"O.C.ATTOPANDBOTTOM ANDSTAGGERED.TWONAILS ATENDSANDATEACHSPLICE.
31 LEDGERSTRIPSUPPORTINGJOISTS ORRAFTERS
WOODSTRUCTURALPANELSAND PARTICLEBOARDSUBFLOOR,ROOF ANDWALLSHEATHING(TOFRAMING) 32. 14"ORLESS 6d 238"x0.113"NAIL 13416GAGE 8dOR6d 1932"TO34 238"x0.113"NAIL 2"16GAGE 8d 78"TO1" SINGLEFLOOR(COMBINATION SUBFLOOR-UNDERLAYMENTTO FRAMING) 6d 34"ORLESS 8d 78"TO1" 10dOR8d 118"TO114
33.PANELSIDING(TOFRAMING)
34.FIBERBOARDSHEATHING 1 2 " No.11GAGEROOFINGNAIL 6dCOMMONNAIL(2"x0.113") No.16GAGESTAPLE 25 32 No.11GAGEROOFINGNAIL 8dCOMMONNAIL(212"x0.131") No.16GAGESTAPLE 12"ORLESS 6d 5 8 8d
34.INTERIORPANELING 14"ORLESS 4d 3 8 " 6d
