84' - 0" 8' - 0" 54' - 0" 30' - 0" 7' - 8 1/4" 3 3/4" EXISTING 1' - 1 1/2" NEW NEW

(1)

U P 1 6 R

32' - 0"

22' - 0"

30' - 0"

84' - 0"

2

0 '

0 "

2

6 '

6 "

4

6 '

6 "

54' - 0"

30' - 0"

7' - 8 1/4"

3 3/4"

84' - 0"

8' - 0"

4

4 '

6 "

2 '

0 "

4

6 '

6 "

COVERED

PORCH

3 A6

2 A6

11 3/4"

13' - 5"

5 1/2"

6' - 0"

5 1/2"

27' - 4 3/4"

3 1/2"

5' - 0"

1' - 1 1/2"

8' - 4 3/4"

3 1/2"

9' - 8 1/2"

3 1/2"

9' - 0 3/4"

1' - 1 1/2"

7' - 8 1/4"

1 '

1

1 /2

"

1

0 '

1

3 /8

"

7 '

7

5 /8

"

1 '

1

1 /2

"

1 '

1

1 /2

"

1

2 '

5 "

3

1 /2

"

5 '

0

1 /2

"

1 '

1

1 /2

"

WASHROOM

OFFICE

1

3 '

0 "

1

0 '

6 "

3 '

0 "

5

1 /2

"

1

6 '

6

3 /4

"

EXISTING BUILDING

STORAGE

KITCHENETTE

7 5 1 /2 " x 9 5 5 /8 "

11 3/4"

8' - 6"

5 1/2"

21' - 7 1/4"

3 1/2"

16' - 10 1/2"

3 1/2"

5' - 0"

1' - 1 1/2"

7' - 0"

3 1/2"

20' - 5 1/2"

1' - 1 1/2"

4 8 " x 8 0 7 /8 " 4 8 " x 8 0 7 /8 " 60" x 60" 60" x 23 1/2" 3 6 " x 9 5 5 /8 " 3 6 " x 9 5 5 /8 " 36 " x 9 5 5 /8 "

OFFICE CONFERENCE

ROOM

MECHANICAL

1

3 /4

"

1

1 '

9

1 /2

"

3

1 /2

"

8 '

3 "

3

1 /2

"

8 '

0 "

5

1 /2

"

5 '

0 "

5

1 /2

"

8 '

0 "

1

3 /4

"

UNIVERSAL

4 8 " x 2 4 "

5

1 /2

"

1

7 '

2

3 /4

"

3

1 /2

"

8 '

0 "

1

3 /4

"

1 8 8 3 /8 " x 9 5 5 /8 "

CLIENT CONFERENCE

ROOM

OUTLINE OF WALL ABOVE H SS_P O ST E N G B E A M E N G B E A M ENG BEAM

32' - 0"

22' - 0"

4 '

0

3 /4

"

5 '

1

1 /4

"

5 '

1

1 /4

"

4 '

0

3 /4

"

3

3 /4

"

5 '

8

1 /4

"

8 '

0 "

5 '

8

1 /4

"

3

3 /4

"

5' - 10"

7' - 2"

6' - 4"

2' - 8"

22' - 11"

7' - 1"

1

1 '

6 "

7 '

0 "

8 '

6

3 /8

"

7 '

5

5 /8

"

1

0 '

0 "

EXIT

HATCHED 2x6 INTERIOR WALLS INDICATED 45 MINUTE FRR (FIRE RESITANCE RATING)

FIRE RATED DOOR w/ SELF CLOSER E X IS T IN G N E W E X IS T IN G N E W N E W E X IS T IN G 2 J_AC KS 2 JA CKS E N G . L IN T E L ENG. BEAM ENG. BEAM E N G . B E A M ENG. BEAM B/U PO ST 9 1 /2 " W O O D -I J O IS T S A T 1 6 " O .C . 9 1/2" WOOD-I JOISTS AT 16" O.C. ENG. BEAM MONO TRUSSES

AT 24" O.C. JACK TRUSSES _{AT 24" O.C.}

JACK TRUSSES AT 24" O.C.

COMMON TRUSSES AT 24" O.C.

16" WOOD-I JOISTS AT 16" O.C. LVL HEADER L V L H E A D E R ENG. BEAM

16" WOOD-I JOISTS AT 16" O.C.

L V L H E A D E R 38" 36" 36"

1

3 /4

"

GARBAGE

36" x 95 5/8" 54" 54" 30" 30" 4 8 " x 4 8 " 4 8 " x 4 8 " N E W E X IS T IN G

11 3/4"

8' - 8"

3 1/2"

10' - 8"

3 1/2"

10' - 7 3/4"

5 1/2"

30" 30" TRANSFER SPACE A D U L T S IZ E C H A N G E T A B L E POST LOCATION IF REQUIRED

OFFICE

78" x 54" 78" x 54" ENG LINTEL ENG LINTEL E N G . L IN T E L E N G . L IN T E L E N G . L IN T E L E N G . L IN T E L

EXTERIOR 6" CORE ICF WALL w/ NON-COMBUSTIBLE CLADDING 1 HOUR FRR (FIRE RESITANCE RATING)

EXTERIOR 2x6 FRAMED WALLS 45 MINUTE FRR (FIRE RESITANCE RATING)

LEFT AND RIGHT 6" CORE ICF WALLS w/ NON-COMBUSTIBLE CLADDING: 1H FRR

EXTERIOR WOOD FRAMED WALLS:

45 MIN. FRR

ALL LOADBEARING WALLS & POSTS TO HAVE:

45 MIN. FRR

HATCHED 2x6 INTERIOR WALLS INDICATED :

45 MIN. FRR

ROOFS:

45 MIN. FRR

FLOORS:

45 MIN. FRR

FIRE RESISTANCE RATINGS (FRR) REQUIRED:

CLEAN DRAINING BACKFILL LAYER

INSTALL 'RESISTO' MOISTURE BARRIER MEMBRANE ON 'LOGIX' ICF FOUNDATION INSTALL REBAR REINFORCING PER 'LOGIX' INSTALLATION MANUAL

MIN. 6" CLEAR STONE OVER MIN. 4" DIA. DRAINAGE TILE EXTEND SLAB VAPOUR BARRIER UP INSIDE FACE OF ICF W ALL AND SEAL TO FOAM

DRAINAGE TILE TO BE INSTALLED WITH THE TOP OF THE TILE OR PIPE IS AT OR BELOW THE BOTTOM OF THE FLOOR SLAB OR GROUND COVER -SLOPED TO DRAIN

FOOTING TO SIT ON UNDISTURBED SOIL

(100 mm)

RAILING STYLES ARE FOR ILLISTRATION PURPOSES ONLY CONTRACTOR IS TO VERIFY THAT FINAL RAILING DESIGN MEETS THE REQUIREMENT OF OBC 9.8.8 AND SB-7

INTERIOR GUARD NOTES:

1. GUARD CONNECTION DETAILS ARE TO MEET SB-7 REQUIREMENTS 2. GUARDS SHALL BE PROVIDED WHERE THEDIFFERENCE IN ELEVATION BETWEEN THE TOP OF W ALKING SURFACE AND ADJACENT SURFACE IS GREATER THAN 24"

3. ALL INTERIOR GUARDS ARE TO BE MIN. OF 35 7/16" HIGH FROM THE WALKING SURFACE TO THE TOP OF THE GUARD

4. GUARDS SHALL BE DESIGNED SO THAT NO ELEMENT BETWEEN 5 1/2" AND 35 7/16" ABOVE THE WALKING SURFACE WILL FACILITATE CLIMBING

S

E

N

O

T

E

3 3 15/16" MAX.

3 15/16" DIA. MAX, (100 mm) 2 ply

NOTE: TABLE APPLIES TO TOP LOADED MEMBERS ONLY

2 DEPTH RANGE 3 4 SDW 22338 SDW 22500 SDW 22634 SDW 22338 SDW 22500 SDW 22634 SDW 22338 SDW 22500 SDW 22634 3 ply 4 ply # ROWS AT 24" O.C. 7 1/4" TO 11 7/8" 14" TO 18" 18" AND UP NOTE:

REFER TO PROJECT DESIGNER FOR FACE MOUNT CONNECTIONS

2 "

LINTEL TOP PLATE SPLICE

POST TOP PLATE SPLICE (BOTTOM PLATE SIMILAR)

INSTALL MIN. 3"x6"x0.035" STITCH PLATE ON EACH SIDE TO TIE DOUBLE TOP PLATE TO LINTEL

REFER TO PLANS FOR LINTEL SIZE AND WINDOW R.O.-REMOVE DOUBLE TOP PLATE WHERE REQUIRED

WHERE D.FIR OR PSL POSTS ARE INDICATED, TOP AND BOTTOM PLATES ARE TO BE OMITTED TO ALLOW FOR END GRAIN BEARING FASTEN POST TO STUDS w/ 3" NAILS AT 24" O.C.

CONTIN. PRESSURE TREATED BOTTOM PLATE OF LOWER W ALL (TYP.)

TYPICAL ASPHALT SHINGLES ON SELF-ADHESIVE RUBBER EAVE AND VALLEY PROTECTION MEMBRANE TO 3'-0" INSIDE OF WALL

1x6 T&G V-JOINT SOFFIT c/w CONTINUOUS VENT STRIP (TYP.) MAINTAIN CONTINUOUS VENTING FROM PERIMETER SOFFIT VENT STRIPS OVER WALL INTO TRUSS ATTIC SPACE (CONT.) TYPICAL SOLID

WOOD TRIM BOARDS

FINISHED FACISA BOARD ON 2x6 SUB-FASCIA

2x8 PLATE ON STEEL BEAM STEEL BEAM (PER ENGINEER)

NOT FOR CONSTRUCTION

THESE DRAWINGS REMAIN THE PROPERTY OF MUSKOKA LUMBER BUILDING SUPPLIES CENTRE LIMITED. LICENSE IS GRANTED FOR THE CONSTRUCTION OF ONE ONLY OF THE PROJECTS REPRESENTED HERE IN. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS AND REPORT ANY AND ALL ERRORS AND OMISSIONS TO THE DESIGNER IN WRITING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. DO NOT SCALE DRAWINGS

3687 Muskoka Road 118 West Port Carling, ON. P0B 1J0

Tel: (705) 765-3105

ARCHITECTURAL DESIGN SERVICES

CONTRACTOR TO VERIFY ROUGH STUD OPENINGS

(R.O.) SIZES FROM WINDOW ORDER CONFIRMATION

PRIOR TO CONSTRUCTION

No. Issued for Date Orientation PROJECT DRAWING FOLDER DRAWN DATE SCALE FILE Job No.

1/4" = 1'-0" U.N.

October 2020

116A MEDORA ST.

New ADDITION for

MAIN FLOOR PLAN

DETAILS

CLIENT REVIEW OCT. 05/20

CLARK MUSKOKA

REALTY

SCALE: 1/4" = 1'-0"

MAIN FLOOR PLAN

PROPOSED COVERAGE AREA: 2580.0 S.F. EXISTING MAIN FLOOR AREA: 600.0 S.F.

NEW MAIN FLOOR AREA: 1820.0 S.F.

NEW MAIN FLOOR PORCH: 160.0 S.F. UPPER FLOOR AREA: 1001.0 S.F.

TOTAL FLOOR AREA: 3421.0 S.F.

AREA ANALYSIS:

CONSTRUCTION SCHEDULE:

DESIGN LOCATION: BRACEBRIDGE, ON GROUND SNOW LOAD: 64.75 PSF (3.1 kPa) RAIN LOAD: 8.35 PSF (0.4 kPa) WIND LOAD (1/50): 7.31 PSF (0.35 kPa) BUILDING TYPE: PART 9 RESIDENTIAL 1. PRE-ENGINEERED TRUSSES (WHERE SHOWN)

ARE FOR REFERENCE ONLY. TRUSS LAYOUT TO BE CONFIRMED BY TRUSS MANUFACTURE PRIOR TO START OF CONSTRUCTION 2. PRE-ENGINEERED TRUSSES ARE TO BE

INSTALLED, BRACED, AND CONNECTED PER MANUFACTURE'S SPECIFICATIONS

3. NEVER CUT, NOTCH OR DRILL PRE-ENGINEERED TRUSSES UNLESS ACCOMMODATED IN THE MANUFATURER'S DESIGN

4. ON TRUSS SPACINGS GREATER THAN 16" O.C. SHEATHING EDGES PARALLEL TO ROOF RIDGES ARE TO BE SUPPORTED BY METAL 'H' CLIPS IN EACH TRUSS SPACE

5. ROOF TRUSS MANUFACTURE'S LAYOUT IS TO BE PROVIDED FOR REVIEW TO THE BUILDING DEPARTMENT BEFORE TRUSSES ARE INSTALLED ON THE BUILDING STRUCTURE

GENERAL TRUSS NOTES:

1. ALL INTERIOR LINTELS WITHIN LOAD BEARING WALLS THIS FLOOR SHALL BE 2-2x10 SPF #2 OR BETTER, UNLESS NOTED OTHERWISE ON PLAN.

2. ALL EXTERIOR LINTELS TO MAX SPAN OF 6'-0" THIS FLOOR SHALL BE 2-2x10 SPF #2 OR BETTER, UNLESS NOTED OTHERWISE ON PLAN.

3. ALL LVL MATERIAL SHALL BE GRADED 2.0e 3100fb AND 1 3/4" THICK / PLY UNLESS NOTED OTHERW ISE. ALL LVL LINTELS REQUIRE 2 SPF JACK STUDS UNLESS NOTED OTHERWISE

4. PROVIDE SOLID BLOCKING W ITHIN JOIST SPACE UNDER ALL CONCENTRATED LOAD LOCATIONS 5. ALL ELECTRICAL WORK SHALL BE COMPLETED AS PER OBC SECTION 9.34. (ELECTRICAL FACILITIES). 6. W HERE BEAMS ARE INDICATED TO BE FLUSH, THEY ARE TO BE INSTALLED FLUSH TO THE UNDERSIDE OF THE FLOOR FRAMING. IN AREAS WHERE THIS W ILL CONFLICT WITH FLOOR SYSTEM ABOVE, POSITION TOP OF FLUSH BEAM TO U/S OF SUBFLOOR

7. PROVIDE CONTINUOUS GAS-PROOF BARRIER BETWEEN ATTACGED GARAGE ROOM AND ALL OTHER HABITABLE BUILDING SPACES (1 LAYER GYPSUM BOARD MUD AND TAPED) INCLUDE WEATHERSTRIPPING AND SELF-CLOSING DEVICES ON ALL INTERCONNECTING DOORS. ALL WINDOWS IN THIS BARRIER SHALL BE NON-OPERABLE.

GENERAL NOTES: w/ GARAGE

CLIENT REVIEW OCT. 06/20 2

CLIENT REVIEW NOV. 20/20 3

CLIENT REVIEW FEB. 10/21 4

1" = 1'-0"

A1

1 ICF FOUNDATION DRAINAGE

1" = 1'-0"

A1

2 INTERIOR GUARD

1" = 1'-0"

A1

3 LVL FASTENING TABLE

1" = 1'-0"

A1

4 TOP PLATE OMITTED

1" = 1'-0"

A1

5 MONO TRUSS AT ICF AND STEEL BEAM

ENGINEER REVIEW FEB. 26/21 7

\CLARKE BOB\ Clarke Muskoka Realty

Clarke Muskoka Realty.rvt

(2)

D N 1 6 R

3 A6

2 A6

OPEN DECK

3 6 " x 6 0 " 7 5 1 /2 " x 9 5 5 /8 "

WASHROOM

28" 28" K IT C H E N E T T E

5

1 /2

"

2

7 '

3

1 /2

"

3

1 /2

"

1

0 '

0 "

5

1 /2

"

60" x 60" 60" x 60"

OPEN SPACE

ROOF OVERHANG ABOVE 60" x 60"

5 1/2"

13' - 11 1/4"

5 1/2"

10' - 8 1/4"

5 1/2"

10' - 3 1/2"

3 1/2"

14' - 6"

5 1/2"

5' - 0"

3 1/2"

5' - 0"

3 1/2"

14' - 6"

5 1/2"

5

1 /2

"

1

6 '

0

1 /4

"

3

1 /2

"

7 '

0 "

3

1 /2

"

5 '

0 "

5

1 /2

"

8 '

6

1 /4

"

5

1 /2

"

26' - 0"

20' - 2 3/8"

5' - 9 5/8"

6 '

0 "

3

8 '

6 "

14' - 1"

8' - 5"

3' - 6"

26' - 0"

6' - 0"

2 '

6 "

1

1 '

6

3 /4

"

4 '

5

1 /2

"

5 '

1

0

1 /2

"

5 '

1

0

1 /2

"

4 '

5

1 /2

"

3 '

9

1 /4

"

6 '

0 "

3

8 '

6 "

NOTE:

1 EXIT ALLOWED PER 9.9.8.2

B/U_P O ST GIRDER TRUSS J A C K T R U S S E S A T 2 4 " O .C . GIRDER TRUSS

COMMON TRUSSES AT 24" O.C.

B/U PO ST 2 J AC KS E N G . L IN T E L J A C K T R U S S E S A T 2 4 " O .C .

WINDOW AND DOOR SIZE NOTE:

DIMENSIONS SHOWN ARE APPROXIMATE

FRAME SIZES. CONFIRM ACTUAL RSO

w/ SUPPLIER PRIOR TO FRAMING

EXIT

36"

CONFERENCE

ROOM

OFFICE

30" 30" 30" 2 JA CKS 4 8 " x 9 5 5 /8 " B/U_P O ST 4 8 " x 9 5 5 /8 " 2 JA CKS 2 J_AC KS 1 2 0 " x 6 0 " E N G . L IN T E L

8 '

6 "

3

0 '

0 "

ALL UPPER EXTERIOR 2x6 FRAMED WALLS 45 MINUTE FRR (FIRE RESITANCE RATING) HATCHED 2x6 INTERIOR WALLS INDICATED 45

MINUTE FRR (FIRE RESITANCE RATING)

EMERGENCY CALL SYSTEM BUTTOM WITH AUDIBLE & VISUAL SIGNAL, MOUNTED 35.5"-43" 5/16" A.F.F. PROVIDE EMERGENCY SIGN THAT CONTAINS THE WORFS "IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGNAL WILL ACTIVATE" IN LETTERS AT LEAST 25mm (1") HIGH WITH A 5mm (3/16") STROKE, POSTED ABOVE THE EMERGENCY BUTTON

TOWEL DISPENSER OR OTHER HAND DRYING EQUIPMENT, OPERABLE W ITH ONE HAND. DISPENSING HEIGHT MAX. 47.25" A.F.F., AND MAX. 24" FROM THE EDGE OF THE LAVATORY

WASHROOM LIGHTING TO BE CONTROLLED BY A MOTION SENSOR

MIN. 66 7/8"

M

IN

.

6

7 /8

"

MIN. 35.5"x59" CLEAR SPACE FOR W ATER CLOSET

TRANSFER SPACE MIN. 54" CLEAR SPACE

FOR LAVATORY

2'-8"x6'-0" ADULT CHANGE TABLE

UNIVERSAL WASHROOM REQUIREMENTS SUMMARY

(per OBC 3.8.3.12)

MIRROR, MAX. 39 3/8" A.F.F. OR INCLINED TO THE VERTICAL.

WHERE THE REQUIRED SHELF IS INSTALLED ABOVE THE BARRIER LAVATORY, LOCATE MAX. 7 7/8" ABOVE THE TOP OF THE LAVATORY AND MAX. 43 5/16" ABOVE THE FINISHED FLOOR, PROJECTING NOT MORE THAN THE 4" FROM THE WALL

M

IN

.

1

8

1 /8

"

1

8

1 /8

"

-

1

8

7 /8

"

SOAP DISPENSER TO OPERATE AUTOMATICALLY OR BE OPERABLE USING A CLOSED FIST.

LOCATE NOT MORE THAN 43 5/16" A.F.F., 19 11/16" FROM THE FRONT OF THE LAVATORY

MAX. 19 11/16"

Ø5'-7"

TURN

ING D

IAMET

ER

MIN. 38"x84" DOOR WITH GRASPABLE LATCH-OPERATING MECHANISM, OPERABLE USING A CLOSED FIST. LATCH TO BE LOCATED BETWEEN 35.5" - 39 3/8" A.F.F., AND BE CAPABLE OF BEING LOCKED FROM THE INSIDE AND RELEASED FROM THE OUTSIDE IN CASE OF EMERGENCY

EMERGENCY CALL SYSTEM AUDIBLE & VISUAL SIGNAL

POWER DOOR OPERATOR LOCATED SO THAT ITS CENTRE IS LOCATED 35.5" - 43 5/16" A.F.F., AND 23 5/8" - 59" BEYOND THE DOOR SWING WHERE THE DOOR OPENS TOWARDS THE CONTROL.

SHELF LOCATED MAX. 43 5/16" ABOVE THE FINISHED FLOOR ON A SIDE WALL AND PROJECTING NOT MORE THAN 4" FROM THE WALL

COAT HOOK MOUNTED MAX. 47 1/4"ABOVE THE FINISHED FLOOR ON A SIDE WALL AND PROJECTING MAX. 2" FROM THE WALL

REFER TO ACTUAL CODE FOR PARTICULARS NOT NOTED

- (1) (b) DOOR LOCKABLE FROM INSIDE w/ OUTSIDE EMERGENCY RELEASE - (1) (b) (i) GRASPABLE HANDLE 900-1000mm ABOVE FINISHED FLOOR - (1) (c) LAVATORY CONFORMING TO OBC 3.8.3.11.(1), (3) AND (4) - (1) (d) WATER CLOSET CONFORMING TO OBC 3.8.3.9 AND LOCATED per

CLAUS 3.8.3.8. (2)(a) OR (b)

- (1) (e) GRAB BARS CONFORMING TO OBC 3.8.3.(3) OR (4) per ABOVE - (1) (g) COAT HOOK per OBC 3.8.3.8. (1)(e) AND SHELF max. 1100mm ABOVE

FINISHED FLOOR PROJECTING max. 100mm FROM WALL

- (1)(i) POWER DOOR OPERATOR IF DOOR HAS SELF CLOSING DEVICE - (1)(j) MIRROR ABOVE LAVATORY per CLAUSE (1)(c) w/ BOTTOM EDGE max.

1000mm ABOVE FINISHED FLOOR or INCLINED TO THE VERTICAL TO BE USEABLE BY A PERSON IN A WHEELCHAIR

- (1)(k) LIGHTING CONTROLLED BY MOTION SENSOR per OBC 12.2.4.1.(2) - (2)(a) EMERGENCY CALL SYSTEM (AUDIBLE & VISUAL DEVICES) BOTH

INSIDE AND OUTSIDE ACTIVATED BY CONTROL DEVICE INSIDE WASHROOM

- (2)(b) EMERGENCY SIGN per OBC

- (3) (4) (5) ADULT SIZE CHANGE TABLE min. 810mm W IDE x 1830mm LONG ON W ALL REINFORCED, CLEARANCES AND DESIGN LOAD

SEAL AIR BARRIER TO TOP OF WALL WALL AIR BARRIER INSTALL MIN. 8" STRIP OF TYVEK ON TOP OF FLASHING AND SEAL TO AIR BARRIER

PROVIDE CONTINUOUS PREFIN. FLASHING AT ALL CHANGES IN EXTERIOR CLADDING MATERIAL (AND TRIMS) -SEAL FLASHING BEHIND AIR BARRIER

WRAP AND SEAL AIR BARRIER INTO WINDOW OPENING

SEAL WINDOW TO WALL AIR BARRIER

ENSURE SPRAY FOAM INSULATION IS SEALED U/S OF SUB-FLOOR AND LOWER WALL V.B. (COVER FOAM WHEN REQUIRED)

WRAP AIR BARRIER UNDER SILL PLATE AND SEAL TO FOUNDATION

EXTEND VAPOUR BARRIER UNDER POURED BASEMENT FLOOR SLAB

LAP & SEAL CEILING TO WALL V.B. WALL VAPOUR BARRIER

SEAL WINDOW TO WALL VAPOUR BARRIER

SEAL WALL V.B. TO ALL FRAMING AROUND OPENINGS TYP. SEAL WALL V.B TO TOP OF SUBFLOOR

SEAL WALL V.B TO TOP PLATE OF WALL

SEAL WALL V.B TO TOP OF CONC. SLAB

EXTERIOR GUARD NOTES:

1. ALL WOOD SHALL BE PRESSURE TREATED GRADED STAMPED SPRUCE-PINE-FIR (SPF) LUMBER OR W ESTERN RED CEDAR OR APPROVED EQUIVALENT 2. GUARD CONNECTION DETAILS ARE TO MEET SB-7 REQUIREMENTS 3. GUARDS SHALL BE PROVIDED WHERE THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF DECK AND FINISHED GRADE IS GREATER THAN 24" 4. ALL EXTERIOR GUARDS SHALL BE 42" HIGH EXCEPT WHERE THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF DECK AND FINISHED GRADE IS NOT MORE THAN 71", THE GUARD MAY BE REDUCED TO 35" HIGH

1' - 0"

S

E

N

O

T

E

3 S

E

N

O

T

E

4

SPACE BETWEEN BOTTOM RAIL AND DECKING SHALL BE LESS THAN 4" DECKING SPACED 1/4" APART

BLOCKING

REFER TO PLAN FOR JOIST SIZE REFER TO PLAN IF WOOD POST IS REQUIRED BETWEEN CONC. PIER & BEAM GRADE TO BE DETERMINED BY OTHERS

U/S OF PIER TO BE MIN. 48" BELOW GRADE AND SIT ON

BUILT UP BEAM (REFER TO PLAN) 2x RIM BOARD TO MATCH DECK JOISTS (REFER TO PLAN) 2x4 BOTTOM RAIL 1x2 END CAP 4x4 RAILING SUPPORT POST 2x2 PICKETS -SPACING BETWEEN PICKETS SHALL BE LESS THAN 4" 2x4 TOP RAIL 1x2 END CAP

FLASH AT ALL MATERIAL CHANGES FLASHINGS TO BE INSTALLED per OBC 9.26.4

INCLUDING STEP FLASHINGS ON SIDES OF DORMERS, BALCONY GUARDS AND OTHER

LOCATIONS AT MATERAIL CHANGES

INSTALL MIN. 8" STRIP OF TYVEK ON TOP OF FLASHING AND SEAL TO AIR BARRIER INSTALL COR-A-VENT STRIP FELT SIDE DOWN TO ACT AS INSECT BARRIER FOR SIDING PROVIDE CONTINUOUS PREFIN. FLASHING AT ALL CHANGES IN EXTERIOR CLADDING MATERIAL (AND TRIMS) LAP AIR BARRIER OVER FLASHING AND SEAL

TYPICAL SOLID WOOD TRIM BOARDS

INSTALL SOLID 3/4" BLOCKING BEHIND TRIM BOARD

3 15/16" DIA. MAX, (100 mm)

STAIR RAILING NOTES:

1. HANDRAILS REQUIRED TO BE ON ONE SIDE OF STAIR WITHING A DWELLING UNIT & CONTINUOUS THROUGHOUT THE LENGTH OF STAIR 2. WHERE INTERIOR STAIRS MORE THAN TWO RISERS ARE INSTALLED, A GUARD MUST BE INSTALLED ON EACH SIDE THAT IS NOT PROTECTED BY A WALL

3. A CLEARANCE OF NOT LESS THAN 1 15/16" SHALL BE PROVIDED BETWEEN THE HANDRAIL AND SURFACE BEHIND IT 4. HANDRAIL SHALL NOT PROJECT MORE THAN 3 15/16" INTO REQUIRED MIN. WIDTH OF STAIR

5. HEIGHT OF HANDRAIL SHALL BE MIN. 34 1/16" AND MAX. 38" MEASURED VERTICALLY THROUGH LINE DRAWN THROUGH THE TANGET OF THE TREAD NOSING, OR THE SURFACE OF A RAMP OR LANDING

6. HEIGHT OF STAIR GUARDS SHALL BE MIN. 35 7/16" MEASURED VERTICALLY THROUGH LINE DRAWN THROUGH THE TANGET OF THE TREAD NOSING, OR THE SURFACE OF A RAMP OR LANDING 7. HEIGHT OVER STAIRS SHALL BE MIN. 76 3/4" MEASURED VERTICALLY THROUGH LINE DRAWN THROUGH THE TANGET OF THE TREAD NOSING 8. RAIL CONNECTIONS DETAILS ARE TO MEET SB-7 REQUIREMENTS 9. GUARDS SHALL BE DESIGNED SO THAT NO ELEMENT BETWEEN 5 1/2" AND 35 7/16" ABOVE THE WALKING SURFACE WILL FACILITATE CLIMBING

S

E

N

O

T

E

7 S

E

N

O

T

E

5 &

6 3 15/16" MAX.

(100 mm)

-AT LEAST ONE BATHROOM ON THE MAIN FLOOR IS TO HAVE REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BARS -GRAB BARS ARE TO CONFORM TO 3.8.3.8.(3)(a) AND 3.8.3.8.(3)(c)

WATER CLOSET GRAB BAR LOCATIONS:

MINIMUM 24"

(600mm)

18" - 19"

(460mm - 480mm)

3

3 "

-

3

6

1 /4

"

(8 4 0 m m -9 2 0 m m )

6"

(150mm)

M

IN

IM

U

M

3

0 "

2

9

1 /2

"

-

3

5

1 /2

"

(7 5 0 m m -9 0 0 m m ) (7 6 0 m m )

MINIMUM 30"

(760mm)

Tel: (705) 765-3105

ARCHITECTURAL DESIGN SERVICES

CONTRACTOR TO VERIFY ROUGH STUD OPENINGS

(R.O.) SIZES FROM WINDOW ORDER CONFIRMATION

PRIOR TO CONSTRUCTION

No. Issued for Date Orientation

PROJECT

DRAWING

FOLDER DRAWN

116A MEDORA ST.

New ADDITION for

UPPER FLOOR PLAN

DETAILS

1

the SIFFT family

CLARK MUSKOKA

REALTY

SCALE: 1/4" = 1'-0"

UPPER FLOOR PLAN

DESIGN LOCATION: BRACEBRIDGE, ON GROUND SNOW LOAD: 64.75 PSF (3.1 kPa) RAIN LOAD: 8.35 PSF (0.4 kPa) WIND LOAD (1/50): 7.31 PSF (0.35 kPa) BUILDING TYPE: PART 9 RESIDENTIAL

1. PRE-ENGINEERED TRUSSES (WHERE SHOWN) ARE FOR REFERENCE ONLY. TRUSS LAYOUT TO BE CONFIRMED BY TRUSS MANUFACTURE PRIOR TO START OF CONSTRUCTION 2. PRE-ENGINEERED TRUSSES ARE TO BE

INSTALLED, BRACED, AND CONNECTED PER MANUFACTURE'S SPECIFICATIONS

3. NEVER CUT, NOTCH OR DRILL PRE-ENGINEERED TRUSSES UNLESS ACCOMMODATED IN THE MANUFATURER'S DESIGN 4. ON TRUSS SPACINGS GREATER THAN 16" O.C. SHEATHING EDGES PARALLEL TO ROOF RIDGES ARE TO BE SUPPORTED BY METAL 'H' CLIPS IN EACH TRUSS SPACE

5. ROOF TRUSS MANUFACTURE'S LAYOUT IS TO BE PROVIDED FOR REVIEW TO THE BUILDING DEPARTMENT BEFORE TRUSSES ARE INSTALLED ON THE BUILDING STRUCTURE

GENERAL TRUSS NOTES:

1" = 1'-0"

A2

1 BARRIER FREE WASHROOM

(3)

3 A6

2 A6

E X IS T IN G N E W E X IS T IN G N E W

12"Ø 'FOOTING TUBE' c/w 36"Ø BASE TO MIN. 4'-0" BELOW GRADE (TYP. OF 4)

84' - 0"

7' - 8 1/4"

54' - 0"

30' - 0"

4

6 '

6 "

2 '

0 "

4

4 '

6 "

9 '

1

0

1 /2

"

3 '

3 "

3

1 '

4

1 /2

"

84' - 0"

7' - 8 1/4"

32' - 0"

22' - 0"

30' - 0"

17' - 8 1/2"

3' - 3"

1' - 0 1/2"

4

6 '

6 "

5 '

1

5 /1

6 "

1

5 '

9

3 /8

"

1

3 /1

6 "

3 '

3 "

1 '

4

1 /2

"

3

3 /4

"

5 '

8

1 /4

"

8 '

0 "

5 '

8

1 /4

"

3

3 /4

"

2

0 '

0 "

2

6 '

6 "

HSS POST ON 48"x48"x24" DEEP POURED CONCRETE FOOTING

1

3 /4

"

2

5 '

9 "

1

6 '

9

1 /2

"

1

3 /4

"

11 3/4"

30' - 0 1/2"

11 3/4"

1

3 /4

"

1

6 '

0

1 /2

"

1

3 /4

"

11 3/4"

30' - 0 1/2"

11 3/4"

DROP TOP OF FOUNDATION TO SUIT OPENINGS (TYP. OF 4)

UNEXCAVATED

18"x7" CONTINUOUS POURED CONCRETE FOOTING (TYP.)

N E W E X IS T IN G N E W E X IS T IN G PROVIDE 12" WIDE P.T. PLYWOOD PROTECTION BOARD AT EXPOSED ICF

PROVIDE 'TAPER-TOP' FORMS AT TOP COARSE OF ICF WALLS (TYP.) 2-2x6 PRESSURE TREATED PLATES BOLTED TO ICF FOUNDATION

PROVIDE CONTINUOUS PREFIN. FLASHING AT ALL CHANGES IN EXTERIOR CLADDING MATERIAL (AND TRIMS)- SEAL FLASHING BEHIND AIR BARRIER

MAINTAIN MIN. 8" BETW EEN GRADE AND U/S WOOD SIDING (TYP.) TYPICAL SOLID

WOOD TRIM BOARDS

CUT 2x WEDGES FROM 4" AT UPPER WALLS TO 0" THK AT PERIMETRE OF DECK OVERHANG -REFER TO PLAN

TEMINATE 'DECTECK' FLOORING MEMBRANE AT EDGE OF PREFIN. METAL FLASHING AT PERIMETER

1x6 T&G V-JOINT SOFFIT c/w CONTINUOUS VENT STRIP (TYP.) MAINTAIN CONTINUOUS VENTING FROM PERIMETER SOFFIT VENT STRIPS OVER WALL INTO FLOOR SPACE (CONT.) LOCATE SOLID W OOD-I JOIST

BLOCKING OVER WALL BEARING POINTS AT CANTILEVER LOACATIONS (TYPICAL)

TYPICAL SOLID WOOD TRIM BOARDS

TYPICAL ASPHALT SHINGLES ON SELF-ADHESIVE RUBBER EAVE AND VALLEY PROTECTION MEMBRANE TO 3'-0" INSIDE OF WALL

1x6 T&G V-JOINT SOFFIT c/w CONTINUOUS VENT STRIP (TYP.) MAINTAIN CONTINUOUS VENTING FROM PERIMETER SOFFIT VENT STRIPS OVER WALL INTO TRUSS ATTIC SPACE (CONT.) TYPICAL SOLID

WOOD TRIM BOARDS

FINISHED FACISA BOARD ON 2x6 SUB-FASCIA

WRAP AIR AND VAPOUR BARRIER MEMBRANES INTO WINDOW AND DOOR OPENINGS AND SEAL ALL AROUND (TYP.)

NOT FOR CONSTRUCTION

Tel: (705) 765-3105

ARCHITECTURAL DESIGN SERVICES

CONTRACTOR TO VERIFY ROUGH STUD OPENINGS

(R.O.) SIZES FROM WINDOW ORDER CONFIRMATION

PRIOR TO CONSTRUCTION

1/4" = 1'-0" U.N.

October 2020

116A MEDORA ST.

New ADDITION for

FOUNDATION PLAN

DETAILS

SCALE: 1/4" = 1'-0"

FOUNDATION PLAN

1

the SIFFT family

CLARK MUSKOKA

REALTY

1" = 1'-0"

A3

1 FRAMED WALL AT FOUNDATION

1" = 1'-0"

A3

2 WALK-OUT DECK DETAIL

1" = 1'-0"

A3

3 TRUSS ROOF EAVE

(4)

100' - 0" MAIN FLOOR TOP OF SLAB 111' - 6" UPPER FLOOR TOP OF SUBFLOOR TOP OF JOIST BEARING WALL 110' - 1 1/4"

8 "

1

0 '

1

1 /4

"

1 '

4

3 /4

"

M

AX

.

BU

IL

D

IN

G

H

E

IG

H

T

2

6 '

9

1 /4

"

120' - 7 1/4" TOP OF TRUSS BEARING WALL

PROVIDE MIN. 42" HIGH GUARDS RAILS AROUND ALL EXTERIOR DECKS MORE THAN 24" ABOVE GRADE c/w PICKETS SECURED TO DECK AS PER OBC-SB7

EXISTING FOUNDATION NOT SHOW N FOR CLARITY

WINDOW AND DOOR SIZE NOTE:

DIMENSIONS SHOWN ARE APPROXIMATE

FRAME SIZES. CONFIRM ACTUAL RSO

w/ SUPPLIER PRIOR TO FRAMING

ALUMINUM GUARD POSTS c/w PREFIN. RAILS AND PICKETS SECURED THROUGH FLOORING MEMBRANE AND 1/4" PLYWOOD SHIM TO PLYWOOD ON DECK FRAMING (TYPICAL) 4"

12"

1

0 '

1

1 /4

"

1 '

4

3 /4

"

9 '

1

1 /4

"

BU

IL

D

IN

G

H

EI

G

H

T

2

6 '

9

1 /4

"

120' - 7 1/4" TOP OF TRUSS BEARING WALL

EXISTING FOUNDATION NOT SHOW N FOR CLARITY

WINDOW AND DOOR SIZE NOTE:

DIMENSIONS SHOWN ARE APPROXIMATE

FRAME SIZES. CONFIRM ACTUAL RSO

w/ SUPPLIER PRIOR TO FRAMING

ALUMINUM GUARD POSTS c/w PREFIN. RAILS AND PICKETS SECURED THROUGH FLOORING MEMBRANE AND 1/4" PLYWOOD SHIM TO PLYWOOD ON DECK FRAMING (TYPICAL)

4" 12" 4" 12" E X IS T IN G N E W E X IS T IN G N E W

Sim

3 A4

WALL AREA: 854.6 S.F. OPENING AREA: 36.0 S.F.

Tel: (705) 765-3105

ARCHITECTURAL DESIGN SERVICES

CONTRACTOR TO VERIFY ROUGH STUD OPENINGS

(R.O.) SIZES FROM WINDOW ORDER CONFIRMATION

PRIOR TO CONSTRUCTION

PROJECT

DRAWING

FOLDER DRAWN

116A MEDORA ST.

New ADDITION for

FRONT AND RIGHT

ELEVATIONS

SCALE: 1/4" = 1'-0"

FRONT ELEVATION

SCALE: 1/4" = 1'-0"

RIGHT ELEVATION

1

the SIFFT family

CLARK MUSKOKA

REALTY

1/4" = 1'-0"

A4

3 RIGHT LIMITING DISTANCE

(5)

8 "

1

0 '

1

1 /4

"

1 '

4

3 /4

"

9 '

1

1 /4

"

BU

IL

D

IN

G

H

EI

G

H

T

2

6 '

9

1 /4

"

120' - 7 1/4" TOP OF TRUSS BEARING WALL 4" 12" 4" 12"

WINDOW AND DOOR SIZE NOTE:

DIMENSIONS SHOWN ARE APPROXIMATE

FRAME SIZES. CONFIRM ACTUAL RSO

w/ SUPPLIER PRIOR TO FRAMING

9 '

1

1 /4

"

1 '

4

3 /4

"

1

0 '

1

1 /4

"

8 "

BU

IL

D

IN

G

H

EI

G

H

T

2

6 '

9

1 /4

"

120' - 7 1/4" TOP OF TRUSS BEARING WALL 4" 12" 4" 12"

EXISTING FOUNDATION NOT SHOWN FOR CLARITY

4" 12"

WINDOW AND DOOR SIZE NOTE:

DIMENSIONS SHOWN ARE APPROXIMATE

FRAME SIZES. CONFIRM ACTUAL RSO

w/ SUPPLIER PRIOR TO FRAMING

N E W E X IS T IN G E X IS T IN G N E W

Sim

1 A5

WALL AREA: 236.7 S.F. OPENING AREA: 51.3 S.F.

NOT FOR CONSTRUCTION

Tel: (705) 765-3105

ARCHITECTURAL DESIGN SERVICES

CONTRACTOR TO VERIFY ROUGH STUD OPENINGS

(R.O.) SIZES FROM WINDOW ORDER CONFIRMATION

PRIOR TO CONSTRUCTION

1/4" = 1'-0" U.N.

October 2020

116A MEDORA ST.

New ADDITION for

REAR AND LEFT

ELEVATIONS

SCALE: 1/4" = 1'-0"

REAR ELEVATION

SCALE: 1/4" = 1'-0"

LEFT ELEVATION

1

the SIFFT family

CLARK MUSKOKA

REALTY

1/4" = 1'-0"

A5

1 LEFT LIMITING DISTANCE

(6)

E X IS T IN G N E W 4 " / 1 2 " P IT C H 4 " / 1 2 " P IT C H 4" / 12" PITCH 4" / 12" PITCH 4 " / 1 2 " P IT C H 4 " / 1 2 " P IT C H 4" / 12" PITCH 4" / 12" PITCH 4 " / 1 2 " P IT C H

1 '

6 "

1 '

6 "

2' - 0"

1 '

6 "

1 '

6 "

2 '

0 "

2 '

0 "

1 '

6 "

2' - 0"

1' - 6"

N E W E X IS T IN G 100' - 0" MAIN FLOOR TOP OF SLAB 111' - 6" UPPER FLOOR TOP OF SUBFLOOR TOP OF JOIST BEARING WALL 110' - 1 1/4" 120' - 7 1/4" TOP OF TRUSS BEARING WALL

8 "

1

0 '

1

1 /4

"

1 '

4

3 /4

"

9 '

1

1 /4

"

BU

IL

D

IN

G

H

EI

G

H

T

2

6 '

9

1 /4

"

WASHROOM

EXIT

UNIVERSAL

EXIT

16 3/4" HEEL

1'-4 1/2" OVERHANG

OFFICE

4" 12"

CONFERENCE

ROOM

5 A1

EXTERIOR 6" CORE ICF WALL w/ NON-COMBUSTIBLE CLADDING 1 HOUR FRR (FIRE RESITANCE RATING)

EXTERIOR 2x6 FRAMED WALLS 45 MINUTE FRR (FIRE RESITANCE RATING) EXTERIOR 2x6 FRAMED

WALLS 45 MINUTE FRR (FIRE RESITANCE RATING)

FLOOR 45 MINUTE FRR (FIRE RESITANCE RATING) ROOF 45 MINUTE FRR (FIRE

RESITANCE RATING)

HATCHED 2x6 INTERIOR WALLS INDICATED 45 MINUTE FRR (FIRE RESITANCE RATING)

100' - 0" MAIN FLOOR TOP OF SLAB 111' - 6" UPPER FLOOR TOP OF SUBFLOOR TOP OF JOIST BEARING WALL 110' - 1 1/4" 120' - 7 1/4" TOP OF TRUSS BEARING WALL

9 '

1

1 /4

"

1 '

4

3 /4

"

1

0 '

1

1 /4

"

8 "

BU

IL

D

IN

G

H

EI

G

H

T

2

6 '

9

1 /4

"

CLIENT CONFERENCE

ROOM

6" HEEL

1'-10 1/2" CANTILEVER

4" 12"

OPEN SPACE

CONFERENCE

ROOM

OFFICE

1 A3

2 A3

3 A3

FLOOR 45 MINUTE FRR (FIRE RESITANCE RATING) ROOF 45 MINUTE FRR (FIRE RESITANCE RATING)

EXTERIOR WALL 45 MINUTE FRR (FIRE RESITANCE RATING)

Tel: (705) 765-3105

ARCHITECTURAL DESIGN SERVICES

CONTRACTOR TO VERIFY ROUGH STUD OPENINGS

(R.O.) SIZES FROM WINDOW ORDER CONFIRMATION

PRIOR TO CONSTRUCTION

PROJECT

DRAWING

FOLDER DRAWN

116A MEDORA ST.

New ADDITION for

ROOF PLAN, BUILDING

SECTIONS

SCALE: 1/4" = 1'-0"

ROOF PLAN

1

the SIFFT family

CLARK MUSKOKA

REALTY

84' - 0" 8' - 0" 54' - 0" 30' - 0" 7' - 8 1/4" 3 3/4" EXISTING 1' - 1 1/2" NEW NEW

Full text

32' - 0"

22' - 0"

30' - 0"

84' - 0"

2

0

'

0

"

2

6

'

6

"

4

6

'

6

"

54' - 0"

30' - 0"

7' - 8 1/4"

3 3/4"

84' - 0"

8' - 0"

4

4

'

6

"

2

'

0

"

4

6

'

6

"

COVERED

PORCH

3

A6

3

A6

2

A6

2

A6

11 3/4"

13' - 5"

5 1/2"

6' - 0"

5 1/2"

27' - 4 3/4"

3 1/2"

5' - 0"

1' - 1 1/2"

8' - 4 3/4"

3 1/2"

9' - 8 1/2"

3 1/2"

9' - 0 3/4"

1' - 1 1/2"

7' - 8 1/4"

1

'

1

1

/2

"

1

0

'

1

3

/8

"