Post on 03-Aug-2020
HW
DATE
DOOR NUMBER FOR DOOR SCHEDULE
ROOM NUMBER FOR FINISH SCHEDULE
BUILDING SECTION DESIGNATIONSHEET NUMBER WHERE SECTION APPEARS
WALL SECTION DESIGNATIONSHEET NUMBER WHERE SECTION APPEARS
SHEET NUMBER WHERE DETAIL APPEARS
XXX
XXXX
DETAIL NUMBER
xxxx
WINDOW TYPEWINDOW NUMBER
xxxx CEILING HEIGHT
CEILING DESIGNATION
ELEVATION NUMBER DESIGNATIONDIRECTION IN ROOMSHEET NUMBER WHEREELEVATION APPEARS
ARCHITECTURAL
A0.1 COVER SHEETA1.1 SITE PLANA2.1 FLOOR PLANA3.1 SECTIONSA4.1 EXTERIOR ELEVATIONSA6.1 REFLECTED CEILING AND ROOF PLANSA9.1 DETAILSA9.2 DETAILS
STRUCTURAL
S1.0 STRUCTURAL NOTES AND LEGENDSS1.1 STRUCTURAL NOTES AND INSPECTIONSS2.1 STRUCTURAL PLANS AND FORCE DIAGRAMS5.1 STRUCTURAL DETAILSS5.2 STRUCTURAL DETAILS
ELECTRICAL
E0.1 ELECTRICAL NOTES, LEGEND, AND SCHEDULEE1.1 PLAY STRUCTURE LIGHTING PLAN
ARCHITECTKMB design groups, inc. p.s.828-7th Avenue S.E.Olympia, Washington 98501360.352.8883 Fax: 360.352.8853Craig McClelland, AIA, PrincipalCraigMcClelland@kmbdesign.comElizabeth Glennelizabethglenn@kmbdesign.com
STRUCTURALSargent Engineers, Inc.320 Ronlee Lane NorthwestOlympia, Washington 98502360.867.9284 Fax:360.867.9318Jessica Soward, P.E.jessicas@sargentengineers.com
ELECTRICALHULTZ BHU1111 Fawcett Avenue, Suite 100Tacoma, WA 98402253.383.3257Seri Hammserih@hultzbhu.com
OWNERConfederated Tribes of the Chehalis ReservationP.O. Box 536Oakville, WA 98568Contact: Jenee Penn, Project Manager360.709.1620jpenn@chehalistribe.orgContact: Amy Loudermilk, Planning Director
PROJECT LOCATIONCommunity Center461 Secena RoadOakville, WA 98568
PROJECT INFORMATION DESIGN TEAMDRAWING INDEX DRAWING SYMBOLS BUILDING CODE NOTES
COVERED PLAY STRUCTURECONFEDERATED TRIBES OF THE CHEHALIS RESERVATION461 SECENA ROAD, OAKVILLE, WA 98568
DRAWING ABBREVIATIONS
APPROVALS A0.1
& AND∠ ANGLE@ AT℄ CENTER LINEØ DIAMETER' FOOT (FEET)" INCHd PENNY (NAILS)# POUNDS⅊ PLATE or PROPERTY LINEAB ANCHOR BOLTA/C AIR CONDITIONINGACOUS ACOUSTIC(AL)ACT ACOUSTICAL CEILING TILEACC ACCESSIBLEADD ADDITIONALADJ ADJACENT / ADJUSTABLEAFF ABOVE FINISH FLOORALUM ALUMINUMALT ALTERNATEAPPROX APPROXIMATEARCH ARCHITECT(URAL)BD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKING
BM BEAMBRG BEARINGBTM BOTTOMBTWN BETWEENBUR BUILT-UP ROOFCAB CABINETCFCI CONTRACTOR FURNISHED/
CONTRACTOR INSTALLEDCJ CONSTRUCTION JOINT/
CONTROL JOINTCL OR ℄ CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCORR CORRIDORCTSK COUNTERSINKCTR CENTERDBL DOUBLEDEPT DEPARTMENTDF DOUGLAS FIR /
DRINKING FOUNTAIN
DIA OR Ø DIAMETERDIAG DIAGONALDN DOWNDO DITTO (REPEAT)DR DOORDHM DETENTION HOLLOW METALDWG DRAWING(E) EXISTINGEA EACHEF EXHAUST FANEHD ELECTRONIC HAND DRYEREIFS EXTERIOR INSULATION
AND FINISHING SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATIONEHD ELECTRONIC HAND DRYEREN EDGE NAILENG ENGINEEREQ EQUALEQUIP EQUIPMENTES EACH SIDEEXP EXPANSIONEXIST, EXG EXISTINGEXT EXTERIOR
FA FIRE ALARMFAB FABRICATE(ION)FIN FINISHFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFHWS FLAT HEAD WOOD SCREWFLG FLASHINGFLR FLOORFOC FACE OF CONCRETEFOM FACE OF MASONRYFOS FACE OF STUDFOW FACE OF WALLFP FIREPROOFFR FIRE RESISTANTFRMG FRAMINGFRT FIRE-RETARDANT-TREATEDFS FAR SIDEFT FOOT(FEET)FTG FOOTINGGA GAUGEGALV GALVANIZEDGB GRAB BARGLB GLUE LAMINATED BEAMGWB GYPSUM WALLBOARDHB HOSE BIBB
HC HOLLOW CORE / HANDICAPHD HOLD DOWNFDN FOUNDATIONHDW HARDWAREHGR HANGERHORIZ OR H HORIZONTALHM HOLLOW METALHR HOURHTG HEATINGHTR HEATERHWH HOT WATER HEATERHT HEIGHTID INSIDE DIAMETERIF INSIDE FACEIN INCHINSUL INSULATIONINT INTERIORJAN JANITORJST JOISTJT JOINTKIT KITCHENLAT LATERALLB POUNDSLF LINEAL FEETL LENGTH / LONGLOC LOCATION
LT LIGHTM.C. METAL CHANNELMR MOISTURE RESISTANTMATL MATERIALMAX MAXIMUMHDR HEADERMECH MECHANICALMEZZ MEZZANINEMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMTD MOUNTEDMTL METAL(N) NEWNIC NOT IN CONTRACTNO NUMBERNS NEAR SIDENTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOFCI OWNER FURNISHED/
CONTRACTOR INSTALLEDOFOI OWNER FURNISHED/ OWNER
INSTALLEDOH OVERHANG OR OVERHEADOPNG OPENINGOPP OPPOSITEORNT ORIENTATE(ION)PAR PARALLELP/C PRECAST CONCRETEPERP PERPENDICULARPLAM PLASTIC LAMINATEPL PLATE OR PROPERTY LINEPWD PLYWOODMB MACHINE BOLTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATEDPTD PAPER TOWEL DISPENSERQTY QUANTITYRAD OR R RADIUSREF REFERENCEREFL REFLECTEDREFR. REFRIGERATORREINF REINFORCEDREQ'D REQUIREDRHWS ROUND HEAD WOOD SCREWRM ROOMRO ROUGH OPENINGSC SOLID CORE
SCH SCHEDULESF SQUARE FOOT (FEET)SHT SHEETSHTG SHEATHINGSIM SIMILARSP SPACE(ING)SPS SPACESSPEC SPECIFICATIONSSQ SQUARESS STAINLESS STEELSSK SERVICE SINKSTD STANDARDSTGR STAGGERSTL STEELSTR STRUCTURALSUSP SUSPENDED(TION)PSF POUNDS PER SQUARE FOOTSYM SYMMETRICALT TOPT & B TOP AND BOTTOMT & G TONGUE AND GROOVETB TACK BOARDTHK THICKTN TOE NAILTOC TOP OF CONCRETETOP TOP OF PAVING
TOM TOP OF MASONRYTOJ TOP OF JOISTTOS TOP OF SHEATHINGTOW TOP OF WALLTPD TOILET PAPER DISPENSERTSCD TOILET SEAT COVER
DISPENSERTS TUBE STEELTYP TYPICALUBC UNIFORM BUILDING CODEUON UNLESS OTHERWISE NOTEDVCT VINYL COMPOSITION TILEVERT OR V VERTICALVIF VERIFY IN FIELDW WIDE (WIDTH)W/ WITHW/O WITHOUTWB WHITE BOARDSV SHEET VINYLWC WATER CLOSETWD WOODWIN WINDOWWP WATER PROOF / WORK POINTWWF WELDED WIRE FABRICYD YARD
DON TERRY
A 4,296 SQUARE FOOT COVERED RECREATIONAREA WITH AN ADJACENT 700 SQUARE FOOTCOVERED PICNIC SHELTER.
PROJECT DESCRIPTION
CODE NOTES:Area: 4,996 SFConstruction Type: VB Non-RatedOccupancy: Assembly Group A-5
PROPERTY INFORMATION:SITE ADDRESS: SENECA ROADSITE CITY: Oakville
BUILDING CODE SUMMARY:APPLICABLE CODES:
INTERNATIONAL & NATIONAL CODES:2012 INTERNATIONAL BUILDING CODE2012 ICC / ANSI A117.12012 INTERNATIONAL MECHANICAL CODE2012 INTERNATIONAL FIRE CODE2012 UNIFORM PLUMBING CODE2012 NATIONAL ELECTRICAL CODE
WASHINGTON STATE CODES:2012 WASHINGTON STATE ENERGY CODE CHAPTER 51-11WAC
WASHINGTON STATE CODES AMENDMENTS:WA STATE AMENDMENTS TO THE 2012 IBC CHAPTER 51-50WACWA STATE AMENDMENTS TO THE 2012 IMC CHAPTER 51-52WACWA STATE AMENDMENTS TO THE 2012 IFC CHAPTER 51-54WACWA STATE AMENDMENTS TO THE 2012 UPC CHAPTER 51-56AND 51-57 WAC
CONSTRUCTION NOTESGENERAL NOTES:1. Use construction practices to obtain high quality
construction results. If in doubt about proposed means,methods or materials discuss with owners representativebefore proceeding.
2. All proposed substitutions must have owner approval,must be equal or better in owner's opinion and mustinclude data to substantiate the equal or better argument.
3. Contractor to provide two year comprehensive warrantyfrom substantial completion to replace or repair at nocharge any item or system indicated to be faulty byowners representative. Disagreements may be resolvedby architect for standard hourly fee.
CAST IN PLACE CONCRETE1. Broom finish exterior, expansion joints as shown.2. Slope exterior concrete away from building ¼”/ft. slope.3. Picture frame exterior edge of sidewalk. Remove any
sharp edges.4. Ease or chamfer exterior edge of sidewalk.5. Sack finish column bases for smooth, uniform concrete
finish.6. Submit design mix per structural notes for owner
approval. Consider admixtures, drying time and requiredmoisture content vs. construction schedule.
7. Submit rebar shop drawings for owner approval.
METALS1. Galvanize all metal connectors, bolts, nuts and fasteners.
Spot galvanize any items scratched or damaged duringinstallation. Any steel items exposed to moisture must becoated to prevent rust.
WOOD1. All plywood to be CDX or better to resist moisture
damage.
METAL ROOF PANELS1. Submit shop drawings for owner approval.2. Provide 50-year warranty.
PAINT, STAIN, AND PROTECTIVE COATINGS1. Provide a primer coat and (2) coats of exterior paint.
Provide paints formulated for ease of cleaning and highmoisture resistance.
2. Provide draw downs of all colors, and manufacturesinformation for owner approval.
3. Provide standard warranties.
PLUMBING AND ELECTRICAL1. Plumbing and electrical are bidder design.2. All fixtures to be school quality appropriate for public use
and resistant to vandalism.3. Submit shop drawings for approval.4. Provide standard warranty.
GENERAL CONDITIONS:1. The contractor is responsible for checking the site conditions and the plans
and to notify the owner of any errors or omissions prior to the start ofconstruction.
2. Do not scale drawing. Contact architect for clarification if necessary.3. Contractor shall obtain all permits required by local and state governing
authorities.4. All work shall meet the standards and specifications of the local and state
governing authorities. Reference Codes, Standards and amendments shallbe the edition most recently adopted or in use in the jurisdiction.
5. Contractor shall verify all dimensions in field and shall coordinate installationof all material and/or equipment whose dimensions are fixed. In the eventthat existing conditions are found to vary from assumed conditions, notifyArchitect immediately for clarification.
6. Contractor shall coordinate the work of all trades required to perform theWork. Where installation and/or connection of equipment is not specified andwhere such connection and/or installation is required for a complete andoperable facility, the contractor shall be held responsible for such installationand/or connection.
7. All work required by these Contract Documents shall be furnished andinstalled complete and in operating condition. Contractor shall furnish andinstall any items that may not be covered in the plans, but are necessary toprovide a complete and workable project.
8. Repetitive features not noted on the drawings shall be completely provided asif drawn in full. If certain features are not fully shown or called for on thedrawings their construction shall be of the same character as for similarconditions that are shown or called for.
9. Contractor is responsible for all bracing and shoring.10. Dimensions are to the face of stud at walls, face of concrete at foundation
walls, to the center of columns and openings and to the top of slab or plywoodsub-floor unless otherwise noted. Dimensions for door and window sizes areapproximate, Contractor to verify all such dimensions and rough openingswith manufacturers.
11. Contractor to verify all elevations prior to starting work and verify size, locationand material required for sanitary sewer, storm and water lines. NotifyArchitect of any variations from assumed conditions.
12. Contractor shall bear all expense of repair or replacement of utilities or otherproperty damage by operations in conjunction with the execution of this work.
13. No portion of the work requiring a shop drawing or sample submission shallbe commenced until the submission has been approved by the Owner'sRepresentative. All such portions of the work shall be in accordance withapproved shop drawings and sample. Owner's Representative shalldetermine which portions of the Work shall require shop drawing submittals.
14. Project Modifications: The Architect is not responsible for any consequencesarising directly or indirectly from the actions of others in connection with theproject, including but not limited to changes made in plans, details, materialsor construction techniques made by the Owner, the Contractor or any otherparty not working directly for the Architect.
SEE AREAMAP
PROJECTLOCATION
TO OLYMPIA
TO PORTLAND
EXISTING COMMUNITY CENTER
SECE
NA R
OAD
PROJECT LOCATION
SCALE: PROJECT NORTH
AREA MAPNTS
PROJECT NORTH
SCALE: VICINITY MAP
NTS
A1.1
EXISTING COMMUNITY CENTER
EXISTINGPARKING
EXISTINGPARKING
EXISTINGPARKING
EXISTINGPARKING
NEW COVERED PICNIC AREA
EXISTINGPAVING
EXIS
TING
SALM
ON P
IT
NEW COVEREDPLAY AREA
32'-0"
1A2.1
EXISTING MAN HOLE COVERED BY DIRT.
INFILTRATION TRENCH
120'-0" +/-
45'-0
" +/-
PROJECT NORTH
SCALE: SITE PLAN
1:20
ALIGN NEW WALKWITH EXISTING
EXISTING YARDHYDRANT
CONSTRUCTION NOTES:LOCATION OF PLAYSHED TO BE DETERMINED BY ALIGNMENT WITH EXISTING SIDEWALK ATTHE EXISTING SALMON PIT. STAKE PLAYSHED PRIOR TO CONSTRUCTION TO VERIFY IT DOESNOT CONFLICT WITH THE TOE OF THE EXISTING BERM. CONTACT PROJECT MANAGER FORCLARIFICATION.
PLUMBING NOTES:PROVIDE PLUMBED 'T' FROM EXISTING YARD HYDRANT TO NEW YARD HYDRANT AND NEWDRINKING FOUNTAINS. LOCATED NEW HYDRANT IN THE GRASS WITH 4" DEEP X 12" X12"GRAVEL PAD UNDER HOSE BIB. LOCATE DRINKING FOUNTAIN UNDER THE PLAY SHED ROOFLINE AS INDICATED. DRINKING FOUNTAIN IS TO DRAIN TO STORM DRAIN SYSTEM. PLUMBINGWORK IS DESIGN BUILD.
NEW RED YARD HYDRANT. SEEPLUMBING NOTES, THIS SHEET
RUN DOWNSPOUTS TO STORMWATERSYSTEM W/ 4" PIPE W/ 1/8" MIN SLOPE
NEW DRINKING FOUNTAIN. SEEPLUMBING NOTES, THIS SHEET
A2.1
PROJECTNORTH
SCALE: FLOOR PLAN1 1/8" = 1'-0"
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
60'-0"
60'-0
"
LOG COLUMNS ON CONCRETEPLINTH, TYPICAL - SEESTRUCTURAL DRAWINGS
RUBBER PLAYGROUNDMATS AND PLAYGROUNDEQUIPMENT PROVIDEDBY OWNER
ROOF OUTLINE ABOVE(DASHED LINE)
DOWNSPOUT TIED INTOSTORM DRAIN
19'-0
"
2'-0"
4'-0"
BROOM FINISH CONCRETE FLOOR & FOUNDATIONSLAB ON GRADE PER STRUCTURAL DRAWINGS, FORJOINT DETAILS SEE
(4) PICNIC TABLES BY OWNER
PROVIDE SIDEWALK AROUND STRUCTURES ASSHOWN, MATCH TEXTURE PATTERN OF EXISTINGSIDEWALK, FOR JOINT DETAILS SEE
DSDS
DS
DSDS
EJ
CJ1
A3.1
1A3.1
ROOF OUTLINE ABOVE(DASHED LINE)
9'-0"
7'-0"
34'-0" 5'-2" +/-
MATCH WIDTH OF EXISTING WALK
32'-0
" +/-
TIE TO EXISTING WALK
EXIS
TING
3'-0"
24"
56'-0
"
24"
7'-0"
9'-0"
27'-0
"
8'-0" 8'-0"
6 EQU
AL S
PACE
S
EJ
EJ
EJ
CJ
CJ
EJ
EJ
6'-0" 14'-0" 14'-0"
2A9.2
2A9.2
24"6'-0" 24" 6'-0"
OUTDOOR DRINKINGFOUNTAIN PER SPEC.SEE SITE PLAN FORPLUMBING INFORMATION
6'-0" 6'-0"
6"Ø LOG OPEN WALL FRAMING -SEE EXTERIOR ELEVATIONS
COVEREDRECREATION
BUILT-UP ROOF TRUSSES, TYPICAL -SEE STRUCTURAL DRAWINGS
1'-6"
1'-6"
1'-6"
1'-6"
CEDAR LOG COLUMNS ONCONCRETE PLINTHS, TYPICAL -SEE STRUCTURAL DRAWINGS
FINISH GRADE - SEECIVIL DRAWINGS
RUN DOWNSPOUT THROUGH FOOTINGPER DETAIL
TRUSS BOTTOMCHORD TRIM
3'-0"
TYP
CONCRETE FOUNDATION -SEE STRUCTURAL DRAWINGS
HOLD TRIM BACK 2"FROM PLATE, TYPICAL
9A9.1
10A9.1
4" REINFORCED CONCRETE FLOOR SLABOVER 4" COMPACTED GRAVELON GRADE - SEE STRUCTURAL DRAWINGS
10'-6
"
18'-0
"
RUBBER PLAYGROUND MATS, PROVIDED BY OWNER.COORDINATE WITH OWNER AND PRODUCTMANUFACTURER PRIOR TO FINISH GRADING.
DOWNSPOUT BEYOND
BOTTOM OF PLYWOOD AND TRUSSES TO BEPRIMED AND PAINTED WITH TWO COATS OFLIGHT BROWN AS SELECTED BY OWNER.
123 TYP
TRUSS BOTTOMCHORD TRIM
9A9.1
8A9.1
END WALLBEYOND
24 GA METAL ROOFING, COLOR: ???ON 30# UNDERLAYMENTON 5/8" PLYWOOD SHEATHINGON 2x8 @ 24" O.C. PURLINSON ROOF TRUSSES PER STRUCTURAL DRAWINGS
123TYP
11A9.1
2"
13A9.1
3A9.2
A3.1
SCALE: BUILDING SECTION1 1/4" = 1'-0"
CLEAR STAINED LOG COLUMNSON CONCRETE PLINTHS - SEESTRUCTURAL DRAWINGS
ROOFING PER SECTION,COLOR TO BE DARK BROWN TOMATCH EXISTING FISH PIT ANDPICNIC SHELTER
CLEAR STAINED 6"Ø OPEN LOGWALL FRAMING, NORTH &SOUTH WALLS WITH SHEETMETAL END CAP PER
4" SCHEDULE 40 PVC DOWNSPOUT(DS), PAINTED DARK BROWN,ATTACHED TO COLUMN @ 4'-0" O.C &ROUTE DOWNSPOUT SO AS TO NOTCONFLICT WITH LOGS OR BASE. TIEINTO STORMDRAIN TIGHTLINE.
6"TYP
10A9.1
7A9.1
11A9.1
5A9.1
CLEAR STAINED LOG COLUMNSON CONCRETE PLINTHS - SEESTRUCTURAL DRAWINGS
ROOFING PER SECTION,COLOR TO BE DARK BROWN TOMATCH EXISTING FISH PIT ANDPICNIC SHELTER
WALL TRIM 8A9.1
WALL TRIM 8A9.1
PAINT RED TO MATCH EXISTINGBUILDING DOORS
PAINT DARK BROWN TO MATCH ROOF CLEAR STAINED 6"Ø OPEN LOGWALL FRAMING, NORTH &SOUTH WALLS WITH SHEETMETAL END CAP PER 5
A9.1
A4.1SCALE: EXTERIOR ELEVATION2 1/4" = 1'-0"
SCALE: EXTERIOR ELEVATION1 1/4" = 1'-0"
A6.1
2'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
60'-0"
2'-0"
60'-0
"
ROOF OUTLINE
2'-0"@ RAKE
12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
60'-0"2'-0"
@ RAKE
4'-0"
@ E
AVE
60'-0
"4'-
0"@
EAV
E
RIDGE
3:12
SLOP
E3:1
2SL
OPE
GUTTER
GUTTER
EAVE,TYPICAL
RIDGE,TYPICAL
RAKE,TYPICAL
METAL ROOFING PANELS ON 30#UNDERLAYMENT ON ROOF FRAMING -SEE STRUCTURAL DRAWINGS
11A9.1
7A9.1
6A9.1
19'-0
"2'-
0"
19'-0
"
24'-0"2'-0"
@ RAKE2'-0"
@ RAKE
3:12
SLOP
E
4'-0"
4'-0"
MULTI-PLY TRUSSES PER STRUCTURAL
BEAM PER STRUCTURAL
DSDS
DS
DSDS
DS
DSDS
DS
DS
1A3.1
1A3.1
1A3.1
1A3.1
PROJECTNORTH
SCALE: ROOF PLAN2 1/8" = 1'-0"
PROJECTNORTH
SCALE: REFLECTED CEILING PLAN1 1/8" = 1'-0"
PURLINS OVER TRUSSES, SIZE ANDSPACING PER STRUCTURAL
4" SCHEDULE 40 PVC DOWNSPOUT(DS), PAINT DARK BROWN. ROUTEDOWNSPOUT SO AS TO NOTCONFLICT WITH LOGS OR BASE.
1"
STRUCTURAL PLYWOOD ON ROOFFRAMING - SEE STRUCTURAL DRAWINGS
24 GA METAL STANDING SEAM ROOFINGPANEL ON 30# UNDERLAYMENT ONSTRUCTURAL PLYWOOD
STRUCTURAL LOG COLUMN - SEESTRUCTURAL DRAWINGS FORCONNECTIONS
6"Ø LOG OPEN WALL FRAMINGHORIZONTAL ON LOG COLUMNSPER STRUCTURAL DRAWINGSWITH END CAP PER
4'-0" OUTRIGGER, TYPICAL EAVE CONDITION
+18'-0" AFF
BUILT-UP TRUSSES @ 12"-0" O.C. -SEE STRUCTURAL DRAWINGS
HOLD TRIM 2" OFFSTRUCTURALDETAIL, TYPICAL
6A9.12"
5A9.1
7"
4"
RAKE FLASHING ONCONTINUOUS CLEAT
2x10 FASCIA W/ SHEET METALCOVER AS SHOWN W/ 1/2" DRIP,FASTEN @ 12" O.C.
SHEET METAL RECEIVER &CLOSURE TRIM PER AEP-SPANSTANDARD DETAIL - FASTENED12" O.C. TO ROOF DECK
NOTE:METAL FLASHING DETAIL SIMILAR TOAEP-SPAN "DESIGN SPAN" GABLE DETAIL
8
2
3A9.1
4A9.1
22
8
10
6" 1/2"
2x10 FASCIA W/ SHEET METALCOVER AS SHOWN W/ 1/2" DRIP,FASTEN @ 12" O.C.
CONTINUOUS SHEET METALGUTTER W/ SPACER STRAP &GUTTER BRACKETS @ 36" O.C.STAGGERED
METAL ROOFING PANEL ONCONTINUOUS CLEAT SEALED TOGUTTER FLASHING
NOTE:METAL FLASHING DETAIL SIMILAR TOAEP-SPAN "DESIGN SPAN" GABLE DETAIL
12A9.1
SHEET METALTRIM COVER
1x BOTTOM TRIM
1x6 TRIM
SHEET METALDRIP & CLOSURE
BUILT-UP TRUSSBOTTOM CHORD
BUILT-UP TRUSS TOP CHORDPER STRUCTURAL
VERTICAL METAL SIDINGON BUILDING WRAP ON1/2" PLYWOOD BACKING
SHEET METALTRIM W/ CLOSURE
TRUSS BEARING+18'-0" AFF
VARI
ES
PURLINBEARING
2
6
3A9.1
2A9.1
1A9.1
TRUSS BEARING+18'-0" AFF
1x6 TRIM EACH SIDE - STOP2" SHORT OF STRUCTURECONNECTION PLATE
1x BOTTOM TRIM
BUILT-UP TRUSSBOTTOM CHORD
1/2" DRIP
1/2" HEM
5 1/2"
2"
3"
1/2" HEMMEDDRIP3/4
"
VARIES
1 1/2"
4"
2 1/2"
1/2" OPEN HEM
PROVIDE 3/16" DIA WEEPAT 24" O.C. MIN AT ALLHORIZONTAL/ OPEN TRIMS
NOTE: PROVIDE SIDINGMANUFACTURER'SCLOSURE. SET WITHSEALANT AS RECOMMENDEDBY MANUFACTURER AT ALLVERITCAL EDGES
9"
4"
1/2" HEMMEDDRIP
1/2" OPENHEM
5"
4 3/4"
7"
1/2" OPEN HEM1/2" HEM
1 1/4"
2"
STRAP (1/8" X 1") AT 36" O.C. -STAGGER SPACING W/ BRACKET
GUTTER BRACKET (1/8" x 1 1/4") AT 36"O.C. - (2) SCREWS 1 1/2" INTO FASCIA
6"
6"
STRUCTURAL PLYWOOD SHEATHING -SEE STRUCTURAL DRAWINGS
BUILDING WRAP - SEE ROOF PLANS
METAL PANEL ROOFING -SEE ROOF PLANS
METAL RIDGE CAP10" EACH SIDE
FOR OVERHANG NOTES ANDDIMENSIONS IN COMMON SEE
10A9.1
ZEE CLOSURE WITH BUTYLSEALANT ON (3) SIDES
LAP WEATHER RESISTANTBARRIER OVER EDGE OF FASCIA
2x10 FASCIA W/ SHEET METALCOVER AS SHOWN W/ 1/2" DRIP,FASTEN @ 12" O.C.
4"
CUT TO FIT ENDOF LOG
LAP 1" OVER ENDOF LOG FLASHING
A9.1SCALE: ROOF OVERHANG10 1 1/2" = 1'-0"
SCALE: ROOF GABLE7 3" = 1'-0"
SCALE: ROOF EAVE6 3" = 1'-0"
SCALE: END WALL SECTION8 3" = 1'-0"
SCALE: TRUSS BOTTOM CHORD TRIM9 3" = 1'-0" SCALE:
TRIM COVER3 3" = 1'-0"
SCALE: DRIP AND CLOSURE2 3" = 1'-0"
SCALE: TRIM W CLOSURE1 3" = 1'-0"
SCALE: RAKE FLASHING4 3" = 1'-0"
SCALE: GUTTER12 3" = 1'-0"
GENERAL SHEET METAL TRIM/ FLASHING NOTES1. ALL SHEET METAL TO BE MINIMUM 24 GAUGE2. ALL VISIBLE SHEET METAL TRIMS ARE TO BE COLOR MATCHED TO
METAL SIDING.3. DETAILS ARE MEANT TO BE SIMILAR TO SIDING MANUFACTURER'S
STANDARD DETAILS, THEREFORE USE MANUFACTURER'SRECOMMENDED MISC METAL, SEALANTS AND FASTENERS.
SCALE: TYP-RIDGE11 3" = 1'-0"
SCALE: ROOF OVERLAP13 1 1/2" = 1'-0" SCALE:
LOG END CAP5 3" = 1'-0"
4"4"
1"
CONTROL JOINT (CJ) EXPANSION JOINT (EJ)
14" EXPANSION JOINT MATERIAL
SEALANTTOOLED EDGE TYPICALBROOM FINISHREINFORCING 6x6 W1.4XW1.4 WWF
1/8" - 1/4" GAP WITH3/8" - 1/2" RADIUSEDEDGE
BROOM FINISH
REINFORCING 6x6W1.4XW1.4 WWF
NOTES:1. LOCATE 16'-0" O.C. MAX., CORNERS, AND
INTERSECTIONS OF SIDEWALK
NOTES:1. LOCATE PER SITE PLAN AT 8'-0" O.C.
BETWEEN EXPANSION JOINTS (TYP)
COMPACTED GRAVEL
4"
4"
SIDEWALK, FOR NOTES IN COMMONSEE DETAIL
3" TOOLED EDGE
2A9.2
1/2"
6"
DOWNSPOUT PER ELEVATION
INSERT DOWNSPOUT INTO L-SHAPEDSLEEVE THROUGH FOOTING. CONNECTTO STORMWATER SYSTEM
EQEQ
A9.2
SCALE: CONCRETE JOINTS2 1" = 1'-0"
SCALE: EDGE OF WALK1 1" = 1'-0"
SCALE: DOWNSPOUT CONNECTION3 1" = 1'-0"