Meissner_Shelter_Drawings.pdf

PROJECT LOCATION

THE PROJECT IS LOCATED 14 MILES WEST OF BEND, OREGON. THE SITE IS ACCESSIBLE

FROM THE CASCADE LAKES HIGHWAY. THE STRUCTURE WILL BE CONSTRUCTED IN A PRIMITIVE

SETTING WITHOUT ELECTRICITY OR WATER.

DESCRIPTION OF WORK

THE CONTRACTOR SHALL CONSTRUCT THE WOOD FRAMED AND SIDED SNO-SHELTER SHOWN IN THE

ATTACHED DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. THE PROJECT INCLUDES

CONSTRUCTION OF A CONCRETE FOUNDATION, SINGLE STORY WOOD FRAMED STRUCTURE, AND FINISHES.

VICINITY MAP - MEISSNER SNO-SHELTER

BEND

MOUNT BACHELOR

ELE 9065

KWOLH BUTTE

ELE 7358

SHERIDAN MTN

ELE 6890

342HWY

LAKES

CASCADE

EDIS

ON LAVA TRAIL

T18S. R10E.

SECTION 28

WORK SITE

MEISSNER PARKING

(CONSTRUCTION SET, SUMMER 2013)

CASCADE LAKE SCENIC BYWAY/ HWY 46

SHEET NOTES:

1. SHELTER SET BACK 60'FROM ACCESSIBLE PARKING SPACES,

FRONT OF STRUCTURE FACES TOWARD PARKING LOT

2. DRAIN DAYLIGHTED TO THE SOUTH EAST OF THE STRUCTURE

3. BUILDING CORNERS WILL BE STAKED IN FIELD BY THE

FOREST SERVICE

4. EXISTING VAULT TOILET

5. EDGE OF VEGETATION

6. STAGING ALLOWED NORTH OF THE PARKING IN

NON-VEGETATED AREAS.

SITE PLAN - MEISSNER SNO-SHELTER

N

A C C E S S

R O A D

30'50'

1 2

5015ft

5010ft

5005ft

5000ft

4'X4' METAL ROLL-UP

SERVING WINDOW

SKYLIGHT, COMPOSED OF ONE

1'x4' CLEAR LEXAN SECTION

& SNOW DIVERTER

CHIMNEY

4' x 6'WINDOWS, COMPOSED OF THREE 2'x4'

CLEAR LEXAN SECTIONSCONCRETE SLAB FOUNDATION,

4" THICK SLAB ON GRADE

STANDING SEAM

METAL ROOF

ELEVATION - NORTH

ELEVATION - SOUTH

GROUND SURFACE

HEIGHT AT RIDGE

20'-0"

TOP OF STEM WALL

1'-0"

FINISH FLOOR

0'-0"

ELEVATION VIEW - NORTH AND SOUTH ELEVATIONS

SCALE: 1"=5'

A1.01

SIMULATED LOG SIDING

SIMULATED LOG SIDING

CONTINOUS ROOF VENT

8SKYLIGHT WITH

SNOW DIVERTER

ELEVATION - WEST

ELEVATION - EAST

2'

28'-3"

ELECTRICAL

TYPE 3R ENCLOSURE

CHIMNEY HEIGHT

23'-0"

TOP OF

COLUMN

4'-0"

FINISH FLOOR

0'-0"

TOP OF

WALL

10'-0"

ELEVATION VIEW - EAST AND WEST ELEVATIONS

SCALE: 1"=5'

A1.02

SIMULATED

WOOD SIDING

SIMULATED LOG SIDING

SIMULATED LOG SIDING

SIMULATED

LOG SIDING

DRAIN,

CENTERED

FINISH FLOOR ELEVATION

@ +5009' = +0'-0"

45'-712" 7'

5'-6" 12' 12'-9"

22' 12'-6"

7'-9"

9'-6"

14'-6"

28'-712"

B

B

A

A

A

SHEAR WALL SCHEDULE

MARK SHEATHING PANEL EDGE NAILING FRAMING @ PANEL JOINTS SILL ATTACHMENTS NOTES

A ONE SIDE 8d @6" O.C. 2x DF-L 2x SOLE, Ø58" AB@ 32" O.C. SEE S2.06 & S2.O7 FOR DETAILS

B ONE SIDE 8d @6" O.C. 2x DF-L 2x SOLE, Ø58" AB@ 48" O.C. SEE S2.06 & S2.O7 FOR DETAILS

B

A

AA

AA

PLAN VIEW - FRAMING & SHEAR WALLS

SCALE: 1"=5'

A2.01

A

S2.04

A

S2.05

A

A4.03

HOLD DOWN SCHEDULE

HOLD DOWN HD STUD HD ANC, DIAMETER AB EMBED

HDU4-SDS2.5 (2) - 2x SSTB16, Ø58" 1258"

S2.06

A4.03

3 - 2'x4', ACRYLIC

(PLEXIGLASS) PANES

SHELTER WINDOW

SCALE: 1"=2'

4'

6'

2x6 SUPPORTS

CAULK AROUND WINDOWS

WITH WATERPROOF SEALANT

SECURE WINDOWS

IN PLACE WITH

2" FIR EDGING

2" FIR TRIM

1" SILL

RETRACTABLE METAL SERVING WINDOW

SCALE: 1"=2'

RETRACTABLE METAL

SERVING WINDOW

4'

4'

SECTION: RETRACTABLE METAL SERVING WINDOW

SCALE: 1"=2'

METAL TRACK

BOTH SIDES

HOUSING, RETRACTABLE

METAL WINDOW SCREEN

STAINLESS STEEL CONCESSION COUNTER

16-ga TYPE 304 STAINLESS STEEL

MDF CORE AND SEALED PLASTIC LAMINATE BOTTOM

A4.01

B

A4.01

A4.01

W I N D O W

S C H E D U L E

W I N D O W

T Y P E

D E S C R I P T I O N

M A T E R I A L

N O T E S

A

P A N E

W I N D O W

W I N D O W

P L E X I G L A S

F R A M E

W O O D

B x

O P E N I N G

O P E N I N G

C A N

B E

S E C U R E D

V I A

A

R E T R A C T A B L E

M E T A L

S C R E E N

SLIDE LOCKS

EA. SIDE

B

A4.01

SECTION NOTES:

1. MOUNT HOUSING AND TRACKS PER MANUFACTURERS

INSTRUCTION FOR INSTALLATION

2'

112" THICK SUPPORTS

4 PER SIDE @ STUDS

WEATHER-RESISTIVE BARRIER

LAP OVER TOP OF METAL HEAD

FLASHING

A

A4.01

LOG SIDING

BED OF SEALANT

METAL HEAD FLASHING

WOOD STRUCTURAL PANEL

AND SHEATHING

SLOPED TOP AND DRIP-EDGE HEAD TRIM

SEALANT

2" TRIM

2x6 CROSS MEMBER

4" THICK, ACRYLIC

(PLEXIGLASS) PANE

4 " THICK, ACRYLIC

(PLEXIGLASS)PANE

HEADER

2" TRIM

DRIP EDGE

CAULKING/SEALANT WITH BACKER ROD

AROUND EXTERIOR BETWEEN SIDING AND WINDOW

WINDOW FLANGE

WEATHER-RESISTIVE BARRIER

PAN FLASHING (OR FELT SILL STRIP)

WOOD STRUCTURAL PANEL

AND SHEATHING

SECTION: SHELTER WINDOW

SCALE: 1"=2'

A

A4.01

SEALANT

DOOR NUMBER 01 - STANDARD HOLLOW METAL DOOR

SCALE: 1"=2'

4'

7'

18-GA STEEL DOOR

ACCESSIBLE

DOOR HANDLE

SCHLAGE ENTRY LOCK

A4.02

DOOR SCHEDULE

DOOR TYPE DESCRIPTION MATERIAL NOTES

01 4'x7' DOOR 18 GA STEEL SCHLAGE ENTRY LOCK

02 3'x7' DOOR WOOD TAB LOCK

3'

WOOD DOOR

ACCESSIBLE

DOOR HANDLE

TAB LOCK

DOOR NUMBER 02 - WOOD DOOR

SCALE: 1"=2'

A4.02

RAISE METAL SEEM ROOF

ATTACH PER MANUFACTURES DIRECTION

VAPOR BARRIER

VAPOR BARRIER

LOG SIDING

1x6 T&G

1 18" RIM JOIST SUBFASCIA

FAUX WALL LOG SIDING

ATTACH PER MANUFACTURES DIRECTIONS

HARDBOARD SOFFIT

CONTINUOUS SCREEN VENT

6-16"x8" VENTS EQUAL SPACED

1x BLOCKING AND

2 EA. FIBERCEMENT FASCIA

METAL DRIP EDGE

ROOF CONNECTIONS

ICE AND WATER SHIELD

R-38 FIBERGLASS

BATT INSULATION

R-19 UNFACED

FIBERGLASS INSULATION

PRE-ENGINNEERED

TRUSS

2x6 WOOD STUDS @ 16" O.C.

R-19 MIN. BATT INSULATION

BUILDING WRAP

32" EXTERIOR GRADE

PLYWOOD SHEATHING

VAPOR BARRIER

WOOD PANEL 12

WALL SHEATHING

W/ BUILDING WRAP

SECTION: EAVE SOFFIT DETAIL

SCALE: 1"=2'

B

A4.03

FINISH SCHEDULE

BASE: UNFINISHED CONCRETE

FLOOR: UNFINISHED CONCRETE

INTERIOR WALLS: 3/8 BRECKENRIDGE INTERIOR ALL PANELING

CEILING: 1x6 T&G DECKING, #2 KNOTTY PINE

EXTERIOR WALLS: SIMULATED LOG SIDING

SECTION: WALL DETAIL

SCALE: 1"=1'

A

A4.03

LOG SIDING

2x6 WOOD STUDS @ 16" O.C.

R-19 MIN. BATT INSULATION

BUILDING WRAP

32" EXTERIOR GRADE

PLYWOOD SHEATHING

VAPOR BARRIER

WOOD PANEL

DETAIL: CORNER DETAIL

SCALE: 1"=1'

A4.03

VERTICAL LOG

MOUNT PER

MANUFACTURE'S

INSTRUCTIONS

CUT HORIZONTAL LOG

SIDING FLUSH WITH

VERTICAL EDGE LOGS

CONTINUOUS SCREENED VENT

6-16"x8" VENT EQUALLY SPACED

MIN 1' AIR GAP BETWEEN

INSULATION AND ROOF FOR

AIR FLOW

CONTINUOUS METAL RIDGE

ROOF VENT, SLOPE TO

CONFORM TO ROOF

INSULATION BAFFLE

8" BRECKENRIDGE WALL PANELING

GENERAL NOTES

THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE

CODE:

INTERNATIONAL BUILDING CODE, 2012 EDITION

DESIGN SOIL PRESSURE:

1,500 PSF MAX DEAD + LIVE LOAD.

CAST EXTERIOR FOOTINGS ON COMPACTED FILL, 4'·8" MINIMUM BELOW FINISHED GRADE. SPECIAL INSPECTION

REQUIRED. CAST SLAB ON GRADE OVER VAPOR RETARDER OVER 6' THICK COMPACTED GRANULAR FILL OVER

COMPACTED SUBGRADE. CONSULT SOILS REPORT FOR FOUNDATION AND EXCAVATION INFORMATION.

DESIGN LIVE LOADS:

SNOW = Pg = 140 PSF, Pf= 110 PSF

= Ce = 0.9, Ct = 1.2, I = 1.0

SNOWDRIFT = PER ASCE 7-10

FLOORS, OFFICE = 75 PSF

WIND = BUILDING OCCUPANCY CATEGORY II

115 MPH 3-SECOND GUST

I = 1.0 EXPOSURE B

SEISMIC BUILDING OCCUPANCY CATEGORY II

SEISMIC DESIGN CATEGORY D

SOIL SITE CLASS D, Ie = 1.0

Ss = 0.42, S1= 0.17, Sds = 0.409, Sd1 = 0.244

BASIC SEISMIC FORCE RESISTING SYSTEM:

WOOD STRUCTURAL SHEAR WALLS

REINFORCED CONCRETE:

ALL CONCRETE: fc = 3,000 PSI, MAXIMUM W/C = .45. SUBMIT MIX DESIGN. SEE SPECIFICATIONS FOR ADMIXTURES.

SPECIAL INSPECTION REQUIRED

UNLESS OTHERWISE NOTED, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE CLASS B

SPLICE. SUBMIT REINFORCING STEEL SHOP DRAWINGS WITH DETAILS PER ACI315 MANUAL OF STANDARD

PRACTICE.

CONCRETE COVER:

FOOTINGS 3". WALLS 1", EXCEPT 1-1/2” WHERE EXPOSED TO WEATHER AND 2" AGAINST EARTH. SLABS ON

GRADE 1-1/2" FROM TOP

FOOTINGS:

PROVIDE 2-#5 LONGITUDINAL BOTTOM BARS IN WALL FOOTINGS. PROVIDE CORNER BARS OF SAME SIZE AND

NUMBER AT CORNERS AND INTERSECTIONS, 44 DIA. EACH LEG. PROVIDE VERTICAL DOWELS OF SAME SIZE, NUMBER AND SPACING AS WALL VERTICAL BARS WITH A 90 DEGREE STANDARD HOOK AT THE BOTTOM OF THE

FOOTING, UNLESS OTHERWISE NOTED.

SLABS ON GRADE:

RIGIDLY SUPPORT BARS WITH CONCRETE BLOCKS OR APPROVED ACCESSORIES

PROVIDE SLAB REINFORCING AS FOLLOWS:

4" SLAB ON GRADE, WWF 6x6-W2.9xW2.9, 2" FROM TOP.

STEMWALLS:

REINFORCING AS FOLLOWS:

7.5" WALLS, #4@ 18" VERTICAL @ CENTER OF WALL, AND #4@ 12" HORIZONTAL

AT CORNERS, PROVIDE CORNER BARS CENTERED AND OF SAME SIZE AND SPACING AS HORIZONTAL BARS, 44

DIA. EACH LEG.

AT INTERSECTIONS, PROVIDE CORNER BARS OF SAME SIZE, NUMBER AND SPACING AS HORIZONTAL BARS OF

INTERSECTING WALL, 44 DIA. EACH LEG.

PROVIDE ROUGHENED SURFACE AT CONSTRUCTION JOINTS.

GROUT:

GROUT - 5,000 PSI MINIMUM 7-DAY CUBE STRENGTH PER ASTM C1107. GROUT TO BE PREMIXED, NONMETALLIC, SHRINKAGE-RESISTANT GROUT PER ASTM C1107. USE SPECIFIC GROUT MIX RECOMMENDED BY

MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUCTIONS

ANCHOR BOLTS:

ANCHOR BOLTS, HEX HEADED, ASTM A307 OR F1554 GRADE 36. SET ALL ANCHOR BOLTS BY TEMPLATE.

STRUCTURAL SAWN LUMBER:

LUMBER VISUALLY GRADED AND STAMPED PER WWPA STANDARD GRADING RULES. MOISTURE CONTENT OF

LUMBER 2" OR LESS IN THICKNESS - 15 PERCENT MAXIMUM.

STRUCTURAL FRAMING- DOUGLAS FIR SPECIES, #2 GRADE OR BETTER

POSTS AND TIMBERS- DOUGLAS FIR SPECIES,#1 GRADE OR BETTER.

CONVENTIONAL CONSTRUCTION PROVISIONS PER SECTION 2308 OF THE IBC. MINIMUM NAILING FOR

CONNECTION OF VARIOUS COMPONENTS PER TABLE 2304.9.1 OF THE IBC. TREAT WOOD BEARING ON OR WITHIN

1" OF MASONRY OR CONCRETE WITH PRESERVATIVE. USE MILD STEEL PLATE WASHERS AT ALL BOLT HEADS

AND NUTS BEARING ON WOOD. ATTACH FOUNDATION PLATES AND SILLS TO CONCRETE AND MASONRY WITH

GALVANIZED HEX HEADED A307 BOLTS. USE COMMON NAILS ONLY. USE HOT-DIPPED GALVANIZED FASTENERS

IN ALL PRESERVATIVE TREATED WOOD. USE GALVANIZED FRAMING HARDWARE MANUFACTURED BY SIMPSON

STRONG-TIE COMPANY OR APPROVED EQUAL. ICC-ES CERTIFICATION REQUIRED.

SHEATHING:

SHEATHING GRADE STRUCTURAL I, CD INT-APA WITH EXTERIOR GLUE LAID FACE GRAIN PERPENDICULAR TO

SUPPORT FOR ALL SHEAR WALLS.

ROOF SHEATHING - 7/16" THICK, WOOD STRUCTURAL PANELS

WALL SHEATHING (EXCEPT SHEAR WALLS) - 7/16" THICK, SHEATHING AND SINGLE FLOOR

PROVIDE 2x4 FLAT BLOCKING AT ALL UNSUPPORTED HORIZONTAL SHEAR WALL PANEL EDGES.

PROVIDE 2X4 FLAT BLOCKING AT ALL OTHER UNSUPPORTED WALL PANEL EDGES EXISTING WITHIN 4 FEET

OF BUILDING CORNERS

NAILING FOR ALL SHEAR WALLS AT ALL PANEL EDGES AND AT ALL STUDS WITH HOLDOWNS IS AS FOLLOWS:

ROOF SHEATHING - 8d @6”o.c.

WALL SHEATHING - 8d @6”o.c.

NAILING AT ALL PANEL INTERMEDIATE SUPPORTS OTHER THAN STUDS WITH HOLDOWNS IS AS FOLLOWS

ROOF SHEATHING - 8d @12”o.c.

WALL SHEATHING - 8d @12”o.c.

METAL PLATE CONNECTED WOOD TRUSSES:

WOOD TRUSSES DESIGNED, MANUFACTURED AND INSTALLED PER TRUSS PLATE INSTITUTE SPECIFICATIONS.

ICC-ES CERTIFICATION REQUIRED.

WEB AND CHORD SIZES INDICATED ON PLANS ARE MINIMUM ONLY. ROOF DESIGN DEAD LOAD- 10 PSF, ROOF

DESIGN LIVE LOAD- 20 PSF, CEILING DESIGN DEAD LOAD 15 PSF, ROOF DESIGN WIND UPLIFT - REFER TO WIND

LOAD CRITERIA UNDER DESIGN LIVE LOADS. DESIGN TRUSSES FOR SUPPORT OF DEAD, LIVE, SNOW DRIFT AND

WIND LOADS AS REQUIRED. COORDINATE WEIGHTS, LOCATIONS AND SUPPORT DETAILS. SUBMIT SHOP

DRAWINGS SHOWING TRUSSES AND ERECTION BRACING SIZES AND CONNECTIONS. SHOP DRAWINGS AND

DESIGN CALCULATIONS BOTH STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF OREGON.

PROVIDE STANDARD TRUSS CAMBER. PROVIDE ERECTION BRACING PER MANUFACTURES INSTRUCTIONS.

THE FOLLOWING SUBMITTAL SHALL BE SUBMITTED TO THE CONTRACTING OFFICER:

METAL PLATE CONNECTED WOOD TRUSSES

SPECIAL INSPECTION:

THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED BY QUALIFIED PERSONNEL EMPLOYED BY THE

OWNER. THE CONTRACTOR SHALL COORDINATE WORK WITH THE SPECIAL INSPECTORS.

SPECIAL INSPECTORS SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DESIGN

DRAWINGS AND SPECIFICATIONS. INSPECTION REPORTS SHALL BE FURNISHED TO THE CONTRACTING OFFICER.

ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR

CORRECTION, AND TO THE ATTENTION OF THE CONTRACTING OFFICER.

THE SPECIAL INSPECTORS SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING

SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTORS' KNOWLEDGE, IN CONFORMANCE WITH THE

APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE APPLICABLE

CODES.

PROVIDE THE FOLLOWING SPECIAL INSPECTIONS PER SECTION 1704 OF THE 2012 INTERNATIONAL BUILDING

CODE (IBC):

REINFORCING CONCRETE.

DURING THE TAKING OF TEST SPECIMENS FOR SLUMP, AIR ENTRAINMENT, AND COMPRESSIVE STRENGTH

CYLINDERS AND PLACING OF CONCRETE, FOR A MINIMUM OF ONE HOUR AT THE BEGINNING OF EACH

POUR.

MISCELLANEOUS:

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT

SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF

CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE CONTRACTING OFFICER, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO COMMENCING WORK. NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES.

DO NOT SCALE DRAWINGS

REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT AND DIMENSIONS

NOT SHOWN.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF DUCT OPENINGS, PIPING, CONDUITS, ETC, NOT SHOWN.

SHOP DRAWINGS SHALL BE SUBMITTED FOR OWNER REVIEW PRIOR TO FABRICATION. CONTRACTOR'S REVIEW

SHALL BE COMPLETE PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER.

PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL

PHASES OF CONSTRUCTION.

REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES.

PLAN VIEW - FOUNDATION

SCALE: 1"=5'

CL

GABLE END WALL ANCHOR BOLTS

Ø58" @ 32" O.C.

CENTERED ON STEM WALL

7" EMBED, 12" FROM ENDS

28'

46'-6" 4'-9"

14'-9"

17'-9"

CL

S1.01

BACKFILL WITH COMPACTED

NATIVE MATERIAL

6" OF CRUSHED GRANULAR MATERIAL

OVER NATIVE COMPACTED BACKFILL

TO ELEVATION

A

S2.01

S2.01

S2.01

EAVE WALL ANCHOR BOLTS

Ø58" @ 48" O.C.

CENTERED ON STEM WALL

7" EMBED, 12" FROM ENDS

TYP. EMBED SIMPSON Ø58"

SSTB16 @ SHEAR WALL

BOUNDARIES. SEE A2.01

7'-6"

5'-6"

EXTEND FOUNDATION

OUT AROUND DOOR

OPENINGS

S2.02

29'-6"

Ø1'-6"

A

S2.02

712"

1'-6"

CENTERED

FOUNDATION NOTES:

BASE OF FOUNDATION: 4'-8" BFF

TOP OF FOUNDATION: 1'-0" AFF

E2.02

A

S2.02

6'

E2.02

1'-10"

CONTROL JOINTS,

MAX. SPACING, 12',

CUT DEPTH: 1" MAX.

DRAIN,

CENTERED

FINISH FLOOR

0'-0"

WELDED WIRE FABRIC

6'x6' - W2.9xW2.9, FLAT SHEETS

PLACE AT MID-DEPTH OF SLAB W/ 9" OVERLAP

CUT 50% OF STRANDS AT EACH CONTROL JOINT

TOOL IN CORNERS

OF CONTROL JOINTS

AT A MIN. 2' OUT

FROM STEM

PLAN VIEW - SLAB FLOOR

SCALE: 1"=5'

CENTER OF DRAIN

-112"

12'

28'-712"

7'

31'-6"

S1.02

A

S2.03

B

S2.03

FROST FREE SLAB

AT DOORS

A

S2.02

#4 REBAR @ CORNERS OF

FROST FREE SLAB, PLACE

MID-DEPTH OF SLAB

B

S2.03

A

S2.02

TRUSS FRAMING NOTES:

A - INTERIOR TRUSSES. 16" O.C., 12" O.C AT ENDS. A/S2.08

B - AWNING TRUSSES & REAR TRUSSES. B/S2.08

SPACE 3 AWNING TRUSSES EQUALLY

PLACE REAR TRUSSES OVER STUDS

C - GABLE END TRUSSES LOCATED AT BUILDING ENDS. C/S2.08

PLAN VIEW - ROOF FRAMING PLAN

SCALE: 1"=5'

S1.03

1'5'45'-6"1'

A

S2.09

B

S2.09

B

A4.03

A

TR

US

S, 6" O .C

B

T R U S S

O C

C

S2.08

C

S2.08

S2.07

GROUND

SURFACE

COMPACTED

AGGREGATE

1'-0"

-4'-8"

#5 REBAR, 12" O.C.

#4 VERTICAL REBAR @ 18" O.C.

CENTERED

SECTION: FOOTING STEM WALL

SCALE: 1"=2'

SECTION: #4 REBAR

SCALE: 1"=4'

NOTES:

USE A STANDARD 90° HOOK, NO SPECIAL FAB.

ROTATE HOOK TO GET 2" EDGE DISTANCE

ALTERNATE DIRECTION OF ROTATION

FOOTING CORNER

SCALE: 1"=2'

STEM WALL CORNER

SCALE: 1"=2'

#5 REBAR LAP TO

OTHER SIDE OF BAR

2" FROM EDGE

10"

2'-4"

#5 CONNECT

OUTSIDE BARS

WITH TENSION

LAP

LAP

LENGTH

#4 REBAR

HORIZONTAL

12" O.C.

MIN. 2"

FROM EDGE

1'-10"

#4 TENSION LAP

FOR HORIZONTAL

BARS

LAP

LENGTH

ROUGHEN SURFACE AT CONTROL JOINT,

4" DEPTH ACROSS LENGTH OF FOOTING

8"

0'-0"

10"

1'-6"

634"

CHAMFER BOTH SIDES

1'-6"

B

S2.01

S2.01

S2.01

A

S2.01

B

S2.01

6-#4 HORIZONTAL REBAR

12" O.C.

LAP LENGTH 27"

#4 REBAR

VERTICAL

18" O.C.

SECTION: FROST FREE SLAB

A

S2.02

STEM WALL CORNER

SCALE: 1"=2'

S2.02

DETAIL: FROST FREE SLAB

SCALE: 1"=1'

S2.02

#4 REBAR

HORIZONTAL

12" O.C.

LAP

LENGTH

#4 REBAR

VERTICAL

18" O.C.

#4 TENSION LAP

1'-10"

4'-4"

CENTERED ON

DOOR OPENING

1'-0"

-4'-8"

-412"

TOP OF

STEM WALL

TOP OF

CONC. WALL

STAY-IN-PLACE

GALV. METAL FORM DECK

112" DEEP x 20 GA.

WELD WIRE FABRIC

112"

3"

712"712" 5'-5" WALLWALL

10"

4'-10"

S2.02

WELDED WIRE FABRIC

6'x6' - W2.9xW2.9, FLAT SHEETS

PLACE AT MID-DEPTH OF SLAB

0'-0"TOP OF

SLAB

JOINT FILLER

4"

SLAB ON

GRADE

BACKFILL

2x BLOCKING

@ PERIMETER

712" WALL

NOTES:

DAM FLUTES IN DECK TO CONTAIN WET CONCRETE

#3 REBAR

MATCH WITH WALL

VERTICAL BARS 1

1'-0"

3" CONC. OVER

112" METAL DECK

234"

DRAIN

GENERAL

BACKFILL

MATERIAL

6" CRUSHED ROCK

CONCRETE SLAB

4" THICK CONTROLL

JOINT, 1"

ELASTOMERIC

FILL

EXTEND DRAIN

TO DAYLIGHT.

SEE C1.0

SLOPE 1%

TOWARD DRAIN

SLOPE 1%

TOWARD DRAIN

Ø4" SCH-40 PVC PIPE

SECTION: SLAB VIEW

SCALE: 1"=2'

THICKEN SLAB

AROUND DRAIN

TO 6"

CONCRETE SLAB

POURED THROUGH DOOR

TO FROST FREE SLAB

-112"

A

S2.03

SECTION: STEM WALL PENETRATION

SCALE: 1"=4'

C

S2.03

C

S2.03

Ø4" SCH-40 PVC PIPE,

DRAIN PIPE

Ø6" SCH-40 STEEL PIPE,

CASTE-IN-PLACE PIPE SLEEVE

SEAL GAP BETWEEN

PIPE AND SLEAVE WITH

LINK-SEAL MODULAR SEAL

#4 REBAR

SPACE 1" FROM PIPE EDGE

2' REBAR LENGTH

3'-6"

APPROX.

SECTION: DOOR NOTCH IN STEM WALL

SCALE: 1"=4'

B

S2.03

6mil POLYETHYLENE

VAPOR BARRIER

3-2x12 HEADER

W/ 12" INFILL OR

S4S 6x12

2x6 STUD

16" O.C. FIELD

2x6 SILL, PRESSURE

TREATED

STEM WALL

2-2x6 KING STUDS

TOENAIL TO HEADER

2-10d COMMON

TOENAIL TO SILL

2-10d COMMON

SECTION: WINDOW AND DOOR FRAMING

SCALE: 1"=2'

2-2x6 JACK STUDS

1'

9'

6'

3-2x12 HEADER

W/ 12" INFILL OR

S4S 6x12

4'-4"

7'-112"

4'

10'

CRIPPLE STUDS

SIMPSON ACE POST

CAP TYPICAL

B

S2.06

A

S2.04

TOP PLATE

SIMPSON LSTA15 STRAP

EA. SIDE OF STUD

CONNECT TO VERTICAL

MEMBERS IN C TRUSS

2x6 STUD

16" O.C. FIELD

2x6 SILL, PRESSURE

TREATED

STEM WALL

TOENAIL TO HEADER

3-16d COMMON

TOENAIL TO SILL

2-10d COMMON

SPLICE LENGTH

15-16d COMMON @ 3" O.C.

SECTION: EXTERIOR WALL FRAMING

SCALE: 1"=2'

1'

9'

10'

5' 2x6 STUD 12" O.C.

WITHIN 4'

OF END WALLS

A

S2.05

A

S2.06

SPLICE TOP VIEW

Ø10" DECORATIVE LODGEPOLE

TO MATCH SIDING

2-Ø34" GALVANIZED BOLTS

SIMPSON CB1010

SIMPSON HUCQ612-SDS

JOIST HANGER

SECTION: WALL WITH ANCHOR BOLT

SCALE: 1"=2'

EXTERIOR COLUMN SUPPORT

SCALE: 1"=2'

WALL

SHEATHING

WALL

FRAMING

STEM

WALL

ANCHOR Ø58"-8"

3"x3"x14" WASHER

32" O.C. GABLE WALLS

48" O.C. EAVE WALLS

STUD CONNECTION TO SILL

114" 20 GAGE STRAP

5-8d COMMON

WRAP END UNDER SILL PLATE

SECTION: SHEAR WALL CONNECTIONS

SCALE: 1"=2'

SIMPSON HDU4-SDS2.5 HOLDDOWN

PLACE AT SHEAR WALL ENDS

SIMPSON Ø58" SSTB16

WALL

SHEATHING

WALL

FRAMING

STEM

WALL

2-Ø34" GALVANIZED BOLTS

6x12 BEAM

TOP OF CONCRETE

COLUMN

4'-0"

112"

1'

1'-6"

CONCRETE COLUMN

VERTICAL BAR - #5, 4 SPACED EVENLY

WITHIN HOOPS

EDGE DISTANCE 3" ON ALL SIDES

S2.06

A

S2.06

B

S2.06

CONCRETE COLUMN

HOOPS - #3 BAR,

3 @ TOP AT 112" O.C.,

REMAINING HOOPS @ 1' O.C.

2-Ø34" 8" LAG BOLTS

4x6

PROVIDE 18" GAP @

PLYWOOD CORNER JOINTS

10-16d @ 6" O.C.

DETAIL: WALL CORNER

SCALE: 1"=1'

S2.06

2x6

SIMPSON HDU4-SDS2.5 HOLDDOWN

E.N. TYPICAL

SHEAR WALL LAYOUT

SCALE: 1"=4'

ROOF SHEATHING LAYOUT

SCALE: 1"=4'

B.N. = BOUNDARY NAINLING

E.N. = EDGE NAILING

F.N. = FIELD NAILING

B.N. = BOUNDARY NAINLING

E.N. = EDGE NAILING

F.N. = FIELD NAILING

2x4 FLAT BLOCKING

AT ALL UNSUPPORTED

HORIZONTAL EDGES

4'-0"x8'-0" TYPICAL

SHEATHING, APPLY WSB WITH

LONG DIMENSION ACROSS STUDS

8" PANEL GAP

TYPICAL

EDGE SHEATHING JOINTS TO

BE CENTERED ON STUDS

B.N. TYPICAL

STAGGER JOINTS

E.N. TYPICAL

2x4 FLAT BLOCKING

AT ALL UNSUPPORTED

HORIZONTAL EDGES

4'-0"x8'-0"

TYPICAL

SHEATHING

8" PANEL GAP

TYPICAL

EDGE SHEATHING

JOINTS TO BE

CENTERED ON JOISTS

B.N. TYPICAL

STAGGER JOINTS

@ 4'-0" O.C.

EDGE OF ROOF

BLOCKED ABOVE WALL

BELOW WHERE OCCURS

F.N. TYPICAL

WALL SHEATHING NOTES:

1. SHEATHING GRADE: WOOD STRUCTURAL PANELS - STRUCTURAL I

2. COMMON NAIL SIZE: 8d

3. MIN. FASTENER PEN.: 1-3/8"

4. NOMINAL PANEL THICKNESS: 7/16"

5. MIN. NOMINAL FRAMING WIDTH: 2"

6. BLOCK ONLY AT UNSUPPORTED BOUNDARY EDGES

7. EDGE/BOUNDARY NAILING 6", FIELD NAILING 12"

ROOF SHEATHING NOTES:

1. SHEATHING GRADE: SHEATHING AND SINGLE FLOOR

2. COMMON NAIL SIZE: 8d

3. MIN. FASTENER PEN.: 1-3/8"

4. NOMINAL PANEL THICKNESS: 7/16"

5. MIN. NOMINAL FRAMING WIDTH: 2"

6. BLOCK ONLY AT BOUNDARY EDGES

7. EDGE/BOUNDARY NAILING 6", FIELD NAILING 12"

S2.07

S2.07

E.N. TYPICAL

FACIA

OUTLOOKER

FACIA

B

S2.06

HOLD

DOWN

CHIMNEY

1'x4' SKYLIGHTS

CENTERED ON

ROOF PANEL WITH

SNOW DIVERTERS

INSTALLED ABOVE

SCHEMATIC: INTERIOR SCISSOR TRUSS

SCALE: 1"=10'

SCHEMATIC: AWNING TRUSSES

SCALE: 1"=10'

SCHEMATIC: GABLE END TRUSS

SCALE: 1"=10'

7' 24'

A

S2.08

B

S2.08

C

S2.08

S2.08

PLAN VIEW - ROOF FEATURES

SCALE: 1"=10'

SHEET NOTES:

1. TRUSSES TO A DESIGNED BY A COMPANY THAT SPECIALIZES IN

TRUSS DESIGN TO MEET THE LOADS DEFINED ON PAGES S0.01 AND

S0.02.

2. BY LINE UP VERTICAL MEMBERS OF TRUSS C WITH WALL STUDS

AND CONNECT TO THE WALL STUDS WITH SIMPSON LSTA15 STRAPS

ON BOTH SIDES

Bottom chord plane

Frame bottom flat for exterior trusses

Continue sloped cord throughout to eliminate hinge at wall ends

Simulated Log siding

114" 20 GAGE STRAP

4-8d COMMON NAILS

EA. END

ROOF SHEATHING

FULL HEIGHT BLOCKING

TYPICAL BETWEEN JOISTS

PRE-ENGINNEERED

TRUSS

SECTION: ROOF OUTLOOKER

SCALE: 1"=2'

SECTION: ROOF-TO-WALL CONNECTION

SCALE: 1"=2'

BOUNDARY NAILING

ATTACH ROOF JOIST TO

WALL WITH 3-8d NAILS

EA. SIDE OF WEB

WALL SHEATHING

WALL FRAMING

ROOF SHEATHING

PRE-ENGINNEERED

TRUSS

NOTES:

BOUNDARY NAILING LOCATED ABOVE GABLE END WALLS

OUTLOOKER

GABLE SHEATHING

ATTACH OUTLOOKER TO

JOIST WITH 3-10d NAILS

A

S2.09

B

S2.09

SIMPSON ROOF CONNECTION

PLAN VIEW - ELECTRICAL

SCALE: 1"=5'

E1.01

TRUSS FRAMING NOTES:

- EXTERIOR WALL MOUNTED LIGHT - DUPLEX OUTLET

- F17 FLUORESCENT LIGHTS - LIGHT SWITCH

PLACE LIGHT SWITCHES AND OUTLETS 46" AFF

FIRST OUTLET ON EACH STRING IS A GFI

GENERATOR RECEPTACLE

FOR 5kW GENERATOR

WITH 60 AMP, 3 POLE,

4 WIRE PLUG AND

RECEPTACLE, NEMA 4

PANEL A

SKYLIGHT

SKYLIGHT

UFER GROUND

F17 FLUORESCENT,TYP 12

MOUNT DIRECTLY ON CEILING

LIGHTS,

CIRCUIT A5

GROUNDING RODS

6' SEPARATION

E2.02

E2.02

G - GFCI RECEPTACLE

A2

A4

A8

A6

G

G

G

G

LED-1

LED-1

DETAIL - UFER GROUND

E2.02

SCH.80 PVC

CONDUIT

A

A

VIEW A-A

#4 BARE CU

CONDUIT

CENTERED

20' MIN LENGTH

EXTEND AROUND CORNER

DETAIL - GROUNDING ROD

SCALE: 1"=1'

E2.02

Ø1" HOLE

AA

VIEW A-A

TOP VIEW

2" CONC. COVERØ8" PIPE BODY

Ø34"x10'-0"

GROUND ROD

LONG COPPER CLAD STEEL

GROUND

BUS

GROUND

ROD CLAMP 1'

8"

#4 BARE CU

OPTIONAL ITEM 2:

WOOD SHED

ELEVATION - NORTH

ELEVATION - SOUTH

ELEVATION VIEW - NORTH AND SOUTH ELEVATIONS

SCALE: NTS

O1.01

OPTIONAL ITEM 1:

CINDER BLOCK WALL

8'-3"

ELEVATION - WEST

ELEVATION - EAST

SIMULATED LOG SIDING

14'-0"

16'-3"11'-6"

3'-6"

2'

SHED HEIGHT

6'-0"

EXTERIOR

WALL HEIGHT

3'-6"

WALL HEIGHT

31'6'-8"

PLAN VIEW - FRAMING

SCALE: NTS

01.02

02.02

A

OPTIONAL ITEM 2:

WOOD SHED

OPTIONAL ITEM 1:

CINDER BLOCK WALL

OPTIONAL ITEM 3:

ENTRY AND CHANGE ROOM

OPTIONAL ITEM 4:

KITCHEN AND OFFICE SPACE

4'X4' METAL ROLL-UP

SERVING WINDOW

10'

8'-3"

27'-3"

8'-6"

6'-634"

6'-334"

6'

3'

3'

CENTER INTERIOR DOOR

WITH EXTERIOR DOOR

CLCL

B

02.02

A

O2.01

B

O2.01

B

WINDOW SCHEDULE

WINDOW TYPE DESCRIPTION MATERIAL NOTES

A 3 PANE WINDOW WINDOW - PLEXIGLAS 1/A4.01

FRAME - WOOD

B 4'x4' OPENING METAL FRAME CLOSURE 2/A4.01

DOOR SCHEDULE

DOOR TYPE DESCRIPTION MATERIAL NOTES

01 4'x7' DOOR 18 GA STEEL SCHLAGE ENTRY LOCK

02 3'x7' DOOR WOOD TAB LOCK

2-2x4

HEADER

2x4 STUD

24" O.C. FIELD

2x6 SILL, PRESSURE

TREATED

CENTER DOOR ON

EXTERIOR DOOR

1-2x4

KING STUDS

TOENAIL TO HEADER

2-10d COMMON

TOENAIL TO SILL

2-10d COMMON

SECTION: KITCHEN/OFFICE FRAMING

SCALE: 1"=4'

1-2x4

JACK STUDS

CRIPPLE STUDS

A

O2.01

TOP PLATE

SECTION: ENTRY/CHANGING ROOM FRAMING

SCALE: 1"=4'

B

O2.01

10'

14'-512"

5'

4'

5'-3"

12'-9"

2-2x4

HEADER

LEAVE UNFRAMED

SO LIGHT CAN

ENTER CHANGING

SPACE

SHEET NOTES

CONVENTIONAL CONSTRUCTION PROVISIONS PER SECTION 2308 OF THE IBC.

MINIMUM NAILING FOR CONNECTION OF VARIOUS COMPONENTS PER TABLE 2304.9.1 OF THE IBC.

SEE STRUCTURAL SHEET NOTES FOR ADDITIONAL COMMENTS

3'-112"

10'-3"

RETRACTABLE METAL

SERVING WINDOW

2x6 STUD

12" O.C. FIELD

2x6 SILL, PRESSURE

TREATED

2-2x6

KING

STUDS

TOENAIL TO HEADER

2-10d COMMON

TOENAIL TO SILL

2-10d COMMON

SECTION: WOOD SHED

SCALE: 1"=4'

2-2x6

JACK

STUDS

CRIPPLE STUDS

A

O2.02

TOP

PLATE

SECTION: CINDER BLOCK WALL

SCALE: 1"=1'

B

O2.02

2X12 @ 12 O.C.

SHEET NOTES

CONVENTIONAL CONSTRUCTION PROVISIONS PER SECTION 2308 OF THE IBC.

MINIMUM NAILING FOR CONNECTION OF VARIOUS COMPONENTS PER TABLE 2304.9.1 OF THE IBC.

SEE STRUCTURAL SHEET NOTES FOR ADDITIONAL COMMENTS

SIMPSON ACE

POST CAP

TYPICAL

14'

6'

3-2x12 HEADER

W/ 12" INFILL OR

S4S 6x12

SIMPSON RAFTER

HANGER, TYP.

3'-1012"

SIMPSON

CLIP, TYP.

3'

CAP BLOCK

MORTAR BED

CORE FILLED BLOCK

#4 REBAR @ 48" O.C.

AND AT CORNERS AND EDGES