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"