Beverly Shores Residence by Jacob Murphy

ARCHITECT :

BEVERLY SHORES RESIDENCE Client Name Client Address INDEX OF DRAWINGS : T101 - TITLE SHEET

1) 2) 3) 4) 5)

6) 7) 8)

9) 10) 11) 12) 13) 14) 15) 16) 17) 18)

19) 20) 21) 22) 23) 24) 25) 26) 27) 28) 29)

SUBCONTRACTORS TO VISIT JOB SITE AND FAMILIARIZE HIMSELF W/EXISTING CONDITIONS. ALL REQUIREMENTS RELATED TO HIS TRADE SHALL BE EXECUTED IN A FIRST QUALITY WORKMAN LIKE MAN. SUBCONTRACTORS AND MATERIAL SUPPLIERS SHALL GUARANTEE ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. ALL EQUIPMENT AND OTHER ITEMS SHALL BE SUPPLIED AS SPECIFIED, UNLESS CHANGES ARE APPROVED BY BOTH OWNER AND ARCHITECT. ANY SUBSTITUTIONS SHALL BE APPROVED BY OWNER AND ARCHITECT PRIOR TO COMMENCING WORK RELATED TO ANY ITEMS "ROUGH-IN" OR ITS INSTALLATION. ITEMS REQUIRING SUBMISSION OF PRODUCT CUTS AND/OR SAMPLES SHALL BE SUBMITTED TWO (2) WEEKS PRIOR TO COMMENCING WORK AFFECTED BY SUCH ITEMS, TO ALLOW SUFFICIENT TIME TO OBTAIN APPROVAL OF OWNER AND ARCHITECT. ANY COSTS INCURRED BY THE CONTRACTOR'S FAILURE TO OBTAIN APPROVAL SHALL NOT AFFECT THE CONTRACT PRICE OR BE REMEDIED BY THE OWNER. ALL MATERIALS STORED ON SITE SHALL BE STACKED NEATLY ON SKIDS, PLATFORMS, OR BLOCKING "HIGH AND DRY" PROTECTED AS RECOMMENDED BY THE MANUFACTURER FROM POTENTIAL DAMAGE AND DETERIORATION CAUSED BY THE ELEMENTS. ALL DEBRIS AND SPOILS RESULTING FROM SUBCONTRACTORS WORK ARE TO BE REMOVED FROM THE JOB SITE OR PLACED IN A RECEPTACLE PROVIDED BY THE SUBCONTRACTOR IN A TIMELY FASHION OR AS REQUESTED BY THE GENERAL CONTRACTOR OR OWNER. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS, ANGLES, AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. VARIATIONS IN THE FIELD CONDITIONS RELATIVE TO THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. WORK SHALL NOT COMMENCE OR PROCEED UNTIL CLARIFICATIONS ARE OBTAINED. SUBCONTRACTORS ARE TO NOTIFY UTILITY COMPANIES PRIOR TO EXCAVATING AND ARE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. SUBCONTRACTORS SHALL NOTIFY OWNER AND ARCHITECT OF CONDITIONS. ALL WORK SHALL CONFORM TO THE APPLICABLE CODES OF PORTER COUNTY IN THE STATE OF INDIANA, AND THE TOWN OF BEVERLY SHORES. ALL INTERIOR DIMENSIONS ARE TO BE COORDINATED WITH ARCHITECT. ALL WORK SHALL BE ERECTED PLUM, LEVEL AND TRUE. UNLESS NOTED OTHERWISE. THE G.C. IS RESPONSIBLE TO ALERT THE ARCHITECT TO ANY UNLEVEL EXISTING CONDITIONS WHICH MAY CREATE FUTURE PROBLEMS WITH THE TILE, CABINETRY, TRIM, ETC. WINDOW MANUFACTURER SPECIFICATIONS AND INSTALLATION DETAILS ARE TO BE COORDINATED BY ARCHITECT. PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING WORK IN FIELD WITH G.C. ALL ELECTRICAL WORK IS TO BE NEATLY ORGANIZED. G.C. IS RESPONSIBLE FOR COORDINATING INTERIOR DECORATIVE WORK WITH OWNER, PAINTING, CABINETRY, CARPET, ETC. G.C. IS RESPONSIBLE FOR PROTECTION OF EXISTING SITE AND BUILDING TO REMAIN DURING CONSTRUCTION. PRIOR TO ANY EARTH EXCAVATION SUBCONTRACTORS ARE TO CALL 48 HOURS BEFORE WORK IS SCHEDULED TO BEGIN. THE SYSTEM WILL THEN NOTIFY COMED AND OTHER UTILITIES. EXCAVATION WORK SHOULD NOT BEGIN WITHOUT EXISTING GAS LINES, AND EXISTING WATER AND SEWER LINES HAVING BEEN LOCATED. G.C. TO PROVIDE LANDSCAPE PROTECTION OF ALL AREAS NOT WITHIN THE CONSTRUCTION ZONE AND TO KEEP THE SITE NEATLY ORGANIZED. G.C. TO PROTECT ADJACENT PROPERTY AS NEEDED SO THAT ALL WORK AND SUPPLIES STORED ON SITE ARE ON THE CONTRACT SITE. THE WORK AREA MUST BE FENCED WITH A TEMPORARY CONSTRUCTION FENCE. FLASHING TO BE INSTALLED AT ALL EXTERIOR OPENINGS, INCLUDING STEEL LINTELS, WINDOW AND DOOR HEADS. SEE NOTE 24 FOR ARCADIA FLASHINGS. ALL STAIRS TO HAVE AN APPROVED HANDRAIL, INTERIOR HANDRAILS TO BE MINIMUM 36" AFF, EXTERIOR RAILS TO BE A MINIMUM 42" AFF. GUARDRAILS TO BE 42" HIGH. ALL INTERIOR FINISHES TO HAVE A CLASS 1 FLAME SPREAD. FRENCH DOORS, SHOWER DOORS, SIDELITES AND SKYLIGHTS TO HAVE TEMPERED GLASS. FIREPLACES ARE TO MEET ALL BEVERLY SHORES CODES. SEE FIREPLACE NOTES. PROVIDE PROPER CLEARANCES FROM COMBUSTIBLE MATERIALS. ALL FIREPLACE SURROUNDS AND HEARTH TO BE NON-COMBUSTIBLE. ALL VAPOR BARRIER JOINTS, EDGES TO BE SEALED WITH A VAPOR BARRIER TAPE. EXTERIOR AND INTERIOR CAULKING IS TO BE COMPLETED IN A WORKMANLIKE MANOR. ALL CAULKING DUE TO CRACKING OR SHRINKAGE IS TO BE REPAIRED BY THE G.C. UP TO 2 YEARS AFTER COMPLETION. NOTE APPROVED PLANS SHALL BE KEPT ON THE JOBSITE AT ALL TIMES AND AVAILABLE FOR INSPECTION AT TIMES OF INSPECTIONS. PLYWOOD BLOCKING SHALL BE INSTALLED AT ALL BATH ACCESSORY LOCATIONS. THE G.C. IS RESPONSIBLE FOR CONTACTING THE ARCHITECT FOR INSPECTION PRIOR TO DRYWALL.

PLAN PLAN PLAN, DETAILS PLAN ELEVATIONS

A101 - FOUNDATION PLAN A102 - BASEMENT LEVEL FLOOR PLAN, LOWER LEVEL FLOOR PLAN A103 - MAIN LEVEL FLOOR PLAN, LOFT LEVEL FLOOR PLAN A201 - NORTH ELEVATION, SOUTH ELEVATION A202 - EAST ELEVATION A203 - WEST ELEVATION A301 - BUILDING SECTIONS A302 - BUILDING SECTIONS A303 - BUILDING SECTIONS A401 A402 A403 A404

WALL WALL WALL WALL

SECTIONS SECTIONS SECTIONS SECTIONS

A501 - DETAILS A502 - DETAILS A601 - INTERIOR ELEVATIONS A602 - INTERIOR ELEVATIONS M101 - HVAC PLAN M102 - HVAC PLAN E101 - ELECTRICAL PLANS E102 - ELECTRICAL PLANS

BULK REGULATIONS Lot Size = 32,383 sq ft Max sq ft = 1,750 + (0.0775 x 32,383) = 4,260 Increase in max sq ft due to setback = 125 x 4,260 = 511 Total Max sq ft = 4,771 Basement Level sq ft = 1635 *not included Lower Level sq ft = 1798 (162 screened porch) Main Level sq ft = 1694 Loft Level sq ft = 174 Gross sq ft = 3,666

Client Name Client Address

GENERAL NOTES

STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL

Schematic Design 10 September 2020 Title

T101

PROJECT DESCRIPTION : Single Family Residence

Beverly Shores Residence

ALL WORK SHALL CONFORM TO THE FOLLOWING CODES Indiana Residential Code

C101 - SITE PLAN EXISTING C102 - SITE PLAN STEEP SLOPE C103 - SITE PLAN PROPOSED

S101 S102 S103 S104 S105

177.76' T

5 . 99 90 W

9.78'

600

Client Name Client Address

625 ll

650

645

640

635

630

625

630

635

M C F

Beverly Shores Residence

0 .4 3 60

57 1. 0 6

0 .9W

APS

9 59

ENT

. 03

602.32

605

610

615

620

625

630

635

640

645

50.41'

FNC IS 1.5' E OF FCM

635

9 59

VEM H. PA

6' 103.2

' 51.16

173.48'

FC W M

102°32'40"

630

625

620

615

610

605

E G

50.41'

625

50.00'

150.00'

' 51.16

77°27'20"

BM #2

650

640

97°50'49"

640

M C F

635

Y 1 STOR AME FR WOOD NCE RESIDE

M C F

630

50.41' WOOD DECK

WOOD STEPS

TIMBER PLANTER

8.0'x 8.0' SHED

1.78' E OF LINE

625

E V O MPR

' 51.16

E V A R E T A W R FAI D)

' 51.16

630

625

620

615

610

605

50.41'

EMENT S A E Y T ILI 16.0' UT OVED UNIMPR

50.00'

50.0' R/W

' 51.16

BM #3

4 3 1 K BLOC L R E V E B S ' T T E ARL

625

TIMBER PLANTER

50.00'

B . H K C I R D E R F

50.41'

3.45' W OF LINE 4.04' W OF LINE

4.29' W OF LINE

635

100.82'

630

50.00'

87°23'10"

MENT APSH. PAVE

( IMPROVED )

& 81'W . 4 1 M IS FNC ' N OF FC 8.09

FNC IS 4.88' W OF LINE

97°47'20"

M C F

169.25'

' 22.16

79°45'

WELL PIT 4X6

EE R

0. 0 .4 9 59

C101

58.71'

50.41'

MENT E S A E Y ILIT 16.0' UT OVED R P M I N U

92°36'50"

50.00'

72 71

M C F

3. 60

6 6 .2 3 0

65.10'

ll ll

ll ll ll

50.00'

R C M

DEE RF

ll ll

ENC E

ll ll ll

ll ll

165.50' PLAT 165.04' ACT. ll

ll ll

ll ll ll ll ll ll ll ll ll ll

ll ll ll ll

ll ll ll ll ll ll ll ll

ll ll ll

. R D T N O R F LAKE

600

595

165.02'

NORTH

41.75' ll

EV. 601.77

TBM #1 TOP OF ROD E L

SITE PLAN EXISTING 160.79'

338.98' PLAT

156.56'

338.55' ACT.

Scale 1/16" = 1'-0" DEER FENCE ll

8 .7

151.85' PLAT

1 64

19.2' 6

151.21' ACT.

C PV VC " 4 66 P O 19. 4" 31 / C 6 /O 0. C 62

. 42

1 ASPHALT

152.33'

6 0. 60 .3 5

Schematic Design 10 September 2020 Site

177.76' T

90 9. 9 5 W

9.78'

600

605

610

615

620

625

630

635

640

645

50.41'

FNC IS 1.5' E OF FCM

Client Name Client Address

630

625

620

615

610

605

630

645

640

635

630

62 5

Beverly Shores Residence

5 1. 0 6

. 40

3. 60

E VEM A P . SH

3 60

602.32

0 .9W 9 59

' 03.26

' 51.16

102°32'40"

173.48'

' 22.16

79°45'

WELL PIT 4X6

EE R

650

M C F

E G

W G

50.41'

635

50.00'

51.16

77°27'20"

BM #2

620 635

650

630

61050.00'

640

M C F

635

Y 1 STOR AME FR WOOD NCE RESIDE

630

50.41' WOOD DECK

WOOD STEPS

TIMBER PLANTER

8.0'x 8.0' SHED

1.78' E OF LINE

625

E V O MPR

E V A R E T A W R FAI D)

51.16

' 51.16

630

625

620

615

610

605

50.41'

SEMENT A E Y T I IL 16.0' UT OVED UNIMPR

50.00'

50.0' R/W

' 51.16

BM #3

4 3 1 K C BLO L R E V E B S ' T T E ARL

625

TIMBER PLANTER

50.00'

B . H K C I R D E R F

640

97°50'49" 635

100.82'

640

4.29' W OF LINE

50.41'

62 5

3.45' W OF LINE 87°23'10" 620 4.04' W OF LINE

MENT APSH. PAVE

( IMPROVED )

& 81'W . 4 1 M IS FNC ' N OF FC 8.09

FNC IS 4.88' W OF LINE

150.00'

97°47'20"

M C F

169.25' 5 40

C102

58.71'

50.41'

635

92°36'50"

50.00'

2 .7 . 99

G G

EMENT S A E Y T ILI 16.0' UT OVED UNIMPR

3 60 1 .7 0 60

M C F

41.75'

3. 60

65.10'

ll ll ll

R C M G

50.00'

. R D T N O R F E LAK

EV. 601.77

600

595

165.02'

TBM #1 TOP OF ROD E L

ER F

ll ll

ENC E

ll ll ll ll

ll ll

165.50' PLAT 165.04' ACT. ll

ll ll

ll ll ll

ll ll ll ll ll ll ll

ll ll ll ll ll ll ll ll ll

ll ll

NORTH

160.79'

SITE PLAN STEEP SLOPE 156.56'

338.98' PLAT

338.55' ACT.

Scale 1/16" = 1'-0" DEER FENCE ll

151.85' PLAT

19.2' 8 .7 1 64

151.21' ACT.

8 .2

VC C P 4" 66 PV O 19. 4" 31 / C 6 /O 0. C 62

2 64

1 ASPHALT

152.33'

0 .6 0 60

5 .3 9 59

Schematic Design 10 September 2020 Site

29.92'

177.76' T

40 . 99 90

Client Name Client Address

Beverly Shores Residence

1. 0 6 W

9.78'

635

630

625

620

615

610

M C F

E G

50.41'

18'-95 16"

50.00'

51.16

77°27'20"

BM #2

93'-111 4"

M C F

Y 1 STOR AME FR WOOD NCE RESIDE

M C F

50.41' WOOD DECK

WOOD STEPS

TIMBER PLANTER

8.0'x 8.0' SHED

1.78' E OF LINE

E V O MPR

E V A R E T A W R FAI D)

51.16

' 51.16

50.41'

EMENT S A E Y T ILI 16.0' UT OVED UNIMPR

50.00'

50.0' R/W

' 51.16

BM # 3

4 3 1 K BLOC E V E B S ' ARLETT

TIMBER PLANTER

50.00'

B . H K C I R D E R F 31

100.82'

50.41'

97°50'49"

4.29' W OF LINE

86'-3"

MENT APSH. PAVE

3.45' W OF LINE 4.04' W OF LINE

50.00'

87°23'10"

& 81'W . 4 1 M IS FNC ' N OF FC 8.09

FNC IS 4.88' W OF LINE

97°47'20"

M C F

150.00'

40 9. 9 5

.3 03

APS

0 .9W 9 59

3. 60 602.32

12'

630

635

E VEM A P . H

6' 103.2

51.16

173.48' ll

251'-3"

151'-6"

54'-1"

102°32'40"

30'-412"

27'-111 4"

92°36'50"

50.00'

169.25'

' 22.16

79°45'

WELL PIT 4X6

50.41'

60 71 0.

C103

58.71'

MENT E S A E Y ILIT 16.0' UT OVED R P M I N U

65.10'

M C F

41.75'

R C M

50.00'

ll ll

28.5% GRADE ll

ll ll ll ll

DEER FENCE

ll ll ll

72 3.

151.28'

165.50' PLAT 165.04' ACT. ll

25% GRADE ll

217'-3"

26 3. 0 6

NORTH

( IMPROVED )

165.02'

Scale 1/16" = 1'-0" G

SITE PLAN PROPOSED ll

338.98' PLAT

160.79'

338.55' ACT. ll

HOUSE FOOTPRINT @626" ll

54'-105 16"

26'

PROPOSED SEPTIC

50'

156.56'

. R D T N O R F LAKE

54'-105 16"

151.85' PLAT 8 .7 1 4

151.21' ACT.

28 2. 4 6

19.2' VC C P 4" 66 PV O 19. 4" 31 / C 6 /O 0. C 62

33'-3"

TBM #1 TOP OF ROD E LEV. 601.77

20'

1 ASPHALT

152.33'

0 .6 0 60

5 .3 9 59

W L L

T A

I T

S Schematic Design 10 September 2020 Site

R E V A

9'-5"

8'-6"

T/ FOOTING EL. = 4' 0"

T/ FOUNDATION EL. = 9' 0"

T/ FOOTING EL. = 4' 0"

T/ FOUNDATION EL. = 9' 0"

T/ FOUNDATION EL. = 9' 6"

T/ FOOTING EL. = -0' 6"

T/ FOUNDATION EL. = 9' 0"

T/ FOOTING EL. = 4' 0"

12" DIA. SONOTUBE W/ (6) #4 VERTICAL REBAR W/ 8" HOOKS INTO FOOTING

12" DIA. SONOTUBE W/ (6) #4 VERTICAL REBAR W/ 8" HOOKS INTO FOOTING 12" DIA. SONOTUBE W/ (4) #4 VERTICAL REBAR W/ 8" HOOKS INTO FOOTING

9'-5"

11'-7"

T/ FOOTING EL. = 4' 0" T/ FOUNDATION EL. = 8' 3 1/4"

T/ FOUNDATION EL. = 9' 0" 1'-3" 10'-51 4"

T/ FOOTING EL. = 4' 0"

10"

T/ FOUNDATION EL. = 8' 3 1/4"

T/ LEDGE EL. = 8' 4"

12" DIA. SONOTUBE W/ (4) #4 VERTICAL REBAR W/ 8" HOOKS INTO FOOTING

1'-61 4"

28'

5'-8"

T/ FOUNDATION EL. = 9' 6"

7'-11 4"

4'-7"

T/ FOOTING EL. = -0' 6" 17'-512"

TOP OF SLAB ELEV. = 0' 0"

T/ FOUNDATION EL. = 9' 6" 10'-412"

8'-7"

10"

T/ FOOTING EL. = -0' 6"

6'-512"

12" DIA. SONOTUBE W/ (4) #4 VERTICAL REBAR W/ 8" HOOKS INTO FOOTING

T/ FOUNDATION EL. = 9' 0" 3'-103 4"

T/ FOOTING EL. = 4' 0"

T/ FOOTING EL. = 5' 0" 8'-10"

T/ FOUNDATION EL. = 8' 3 1/4" 1'-91 4"

5'-3"

10"

5'-3"

A404 2

16'-612"

5'-8"

TOP OF SLAB ELEV. = 0' 0"

12" DIA. SONOTUBE W/ (4) #4 VERTICAL REBAR W/ 8" HOOKS INTO FOOTING

T/ FOOTING EL. = -0' 6"

T/ FOOTING EL. = 4' 0" T/ FOUNDATION EL. = 8' 3 1/4"

T/ FOUNDATION EL. = 8' 6"

13'-612"

18" DEEP FOOTING

T/ FOUNDATION EL. = 8' 6" 9'-7"

T/ FOUNDATION EL. = 0' 1 1/2"

T/ FOOTING EL. = -0' 6" T/ FOOTING EL. = -4' 0"

6'-3"

T/ FOUNDATION EL. = 9' 2 1/4"

T/ FOUNDATION EL. = 0' 0" T/ FOOTING EL. = -4' 0" 10'

T/ FOOTING EL. = -4' 0"

19'-1"

DN 6 12"

T/ FOUNDATION EL. = -1' 6 1/2"

T/ FOOTING EL. = -4' 0"

T/ FOUNDATION EL. = -1' 6 1/2"

T/ FOOTING EL. = -4' 0" 14'

T/ FOUNDATION EL. = 8' 6"

T/ FOUNDATION EL. = 0' 1 1/2"

TOP OF SLAB ELEV. = 0' 0" (626')

T/ FOOTING EL. = -0' 6"

TOP OF SLAB ELEV. = -0' 6 12"

T/ LEDGE EL. = -1' 0 1/2"

Client Name Client Address

53'-6"

4'-4"

53'-6"

15'-612"

18" DEEP FOOTING, 6" THICKENED SLAB TO TOP OF FOOTING 8"

5'-5"

8'-31 4"

8" THICKENED SLAB

17'-43 4"

10"

2'-6"

TOP OF SLAB ELEV. = 9' 4"

Beverly Shores Residence

14'-1112"

9'-8"

T/ FOOTING EL. = -0' 6"

T/ LEDGE EL. = 8' 4"

BEAM POCKET EL. = 7' 6"

T/ FOUNDATION EL. = 4' 0" 1'

T/ FOUNDATION EL. = 0' 1 1/2"

Schematic Design 10 September 2020

T/ FOOTING EL. = -4' 0"

16'-3"

9'-3"

4'-6"

5'-7"

Plan

39'-6"

FOOTING UNDER SOUTH WALL TO BE 12" THICK

THICKENED SLAB UNDER GARAGE OPENING

FOUNDATION PLAN Scale 1/4" = 1'-0"

NORTH

A101

10" 5" 1'

712"

10'-1012"

712"

8'-9"

712"

1'-6" 1'-3"

1 2' 5 2"

1'-5"

10'-012"

1'-3"

1'-61 4"

1'-3"

71 4"

3'-012"

312" 2'

28'

4'-4"

1'-713 16"

3" 3'-012"

2'-99 16"

10'-212"

312"

5'-8"

5'-43 4"

1'-61 4"

1'-6"

5'-43 4"

71 4"

8'-9"

71 4"

A303 1

A403 3

A303 1

A403 3

712" 1'-3"

512"

15'-012" 3'

A301 1

10'-8"

BUNK ROOM

3'-1"

13'-61 4"

A403 2

7'-6" 5'-7"

4'-4"

1 10"1'-6 2"

16'

1'-3"

4'-712"

5'-7"

Schematic Design 10 September 2020

44'-6"

A402 3

A401 3

A401 2

LOWER LEVEL FLOOR PLAN Scale 1/4" = 1'-0"

NORTH

Total Square Footage = 5,301 sf

Plan

A401 2

BASEMENT LEVEL FLOOR PLAN

Basement Square Footage = 1,635 sf (1154 garage)

Client Name Client Address

A403 2

ART / CRAFT 8'-113 4"

17'-812"

10'-412"

11'-1012" 312" 3'-6"

7'-1012"

20' 3"

33'-3"

4'-4"

GARAGE

4'-1112"

5'-6"

1 A404

10'-31 4"

512" 6"

5" SCH 40 STEEL COLUMN

Scale 1/4" = 1'-0"

NORTH

Lower Level Square Footage = 1,798 sf (162 screened porch)

A102

3'-1"

9'-612" 6'-93 4"

8'-012"

512"

3' 1'-33 4"

212"

A301 1

612"

11'-10"

BATH

9'-83 4"

612"

512" 2'-6"

3'-6" 4

23'-012"

712"

A403 1

9'-10"

A601

A403 1

13'-612"

312" 2' 31 " 2

4'-3" 3'-1"

A601

5'-3"

Beverly Shores Residence

5'-7"

8'-5"

512" 7'-112"

2'-012" 8"

4'-10"

312"

1 A404

LAUNDRY / CRAFT

STORAGE

A404 2

2'-912"

73 4"

1'-10"

5'-3"

4'-1012"

5'-412"

19'-6" 312" 3'-212" 312"

312"

9'-712"

53'-6"

A601

3'-912"

15'-11" 22'-6"

5'-212"

SCREENED PORCH

312" 1'-10"

A401 1

3.5" SCH 40 STEEL COLUMN

14'-912"

1 A401

FAMILY ROOM

A601 12

5'-412"

A302 1

59'-6"

312"

ENTRY

1'-10"

8'-3"

1 A401

5'-1"

A402 3

3'-5"

2'-11"

312"

3'-112"

A302 1

10'-10"

17'-43 4"

512"

6"6"

A402 1

512"

3'-6"

A301 2

4'-212"

14'

A402 3

5'-612"

312"

312" 2'-512"

312"

WORKSHOP

312"

A401 1

3'-6"

312"

4'-6"

2'-10"

A402 2

1'-73 4"

1'-3"

3'-6"

A402 1

5'-63 4"

312"1'-11" 5'-5"

4'-212"

7'-61 4"

312"

16'-101 4"

A602

BATH

2'-10"

A301 2

2'-8"

11'-4"

BEDROOM 2

14'-1112"

7'-1"

3'-912"

BEDROOM 1

2'-101 4" 312" 2'-101 4"

2'-8"

A402 2

3'-912"

14'-1112"

7'-1"

ROUGH-IN ONLY

A303 1

A403 3

A303 1

A403 3

712"

11'-6"

71 4"

71 4" 1'

26'-9"

5'-93 4"

412"

5'-93 4"

1'-3"

11'-6" 5'-43 4"

5'-43 4"

28'

6'-23 4"

3'-7" 6'-112"

A601

DECK

4'-312"

11'-2"

23'-2"

1 8" 1'-6 4"

71 4"

812"

ISOKERN STANDARD FIREPLACE 80S42

MAJESTIC BILTMORE FIREPLACE

1'-61 4"

A402 1

A402 2

A402 1

20'-41 4"

A402 2

16'-101 4"

LIVING ROOM

1'-2" 6" 1'-3" 5'-63 4"

912"

1'-6"

A601

1'-113 4"

8 9

A302 1 A601

3'-1"

KITCHEN 60'-6"

1 A401

61'-6"

1 A401

A601

8'-4"

A302 1

6'-03 4"

A402 3

33'-6"

A402 3

312" 4'-212"

A301 2

2'-91 4"

OPEN TO BELOW

A301 2

5'-5"

53'-6"

A601

12'-1"

DINING

REF. 1 2' 3 2"

A602

312"

2' 312"

8'-1" 2'

312" 2'-9"

DECK

312"

MASTER BEDROOM

A403 2

2'-6"

3'-812"

312"

16'-812"

3'-11"

3'-3"

312" 6"

6'-93 4"

5'-10"

A301 1

312"

OPEN TO BELOW

3'-1"

A403 2

A602

1'-912"

20'

MECH.

2'-612"

MASTER BATH

11'-2"

312"

1 2'-8" 3 2"

30'

28'

9'-015 16"

14'-71 4"

5'-3"

4'-33 4"

5'-3"

6'-3"

Schematic Design 10 September 2020

33'-3"

Client Name Client Address

POWDER

3'-6"

A403 1

Beverly Shores Residence

8'-712"

A602

W.I.C.

312"

9'-012" 4

1 A404

1'-113 4"

1 2'-8" 3 2"

20'-2"

LOFT 15' x 11'

13'-11" 312" 3'-21 " 2

A403 1

512"

PANTRY

LOFT LEVEL FLOOR PLAN Scale 1/4" = 1'-0"

NORTH

MAIN LEVEL FLOOR PLAN

Total Square Footage = 5,301 sf

Scale 1/4" = 1'-0" Main Level Square Footage = 1,694 sf

NORTH

Loft Level Square Footage = 174 sf

A103

Plan

ICAP4963

ICAP4939

IAWN3727

ISFD8080 XO

ICA3771ET

LOFT FLOOR LEVEL EL. = 658' 6"

LOWER FLOOR LEVEL EL. 635' 10 1/4"

BASEMENT LEVEL EL.= 626'

Client Name Client Address

LOFT FLOOR LEVEL EL. = 658' 6"

ISFD8080 OX

IAWN3727

39'-93 8"

IAWN3727

Beverly Shores Residence

ICAP4963

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

ISFD8080 XO

ICAP4939 ICAP4963 ISFD8080 OX

ICAP4963 ISFD8080 OX

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

Schematic Design 10 September 2020

NORTH ELEVATION Scale 1/4" = 1'-0"

SOUTH ELEVATION Scale 1/4" = 1'-0"

A201

Elevation

CUSTOM 4896 DIRECT SET

ICAP2923 ICAP2923 ICAP2923

LOWER FLOOR LEVEL EL. 635' 10 1/4"

Client Name Client Address

Beverly Shores Residence

LOFT FLOOR LEVEL EL. = 658' 6"

ISFD6080 OX

CUSTOM 4896 DIRECT SET CUSTOM 4096 DIRECT SET

IIFD2880 XL

ICA3771ET

ISFD8080 OX

CUSTOM 4896 DIRECT SET

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

BASEMENT LEVEL EL.= 626'

Schematic Design 10 September 2020

EAST ELEVATION Scale 1/4" = 1'-0"

A202

Elevation

ICA3747E

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

ICA3771ET

IAWN2923 IAWN2923 IAWN2923

LOWER FLOOR LEVEL EL. 635' 10 1/4"

Client Name Client Address

Beverly Shores Residence

LOFT FLOOR LEVEL EL. = 658' 6"

BASEMENT LEVEL EL.= 626'

Schematic Design 10 September 2020

WEST ELEVATION Scale 1/4" = 1'-0"

A203

Elevation

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

LOFT FLOOR LEVEL EL. = 658' 6"

LOWER FLOOR LEVEL EL. 635' 10 1/4"

BASEMENT LEVEL EL.= 626'

Client Name Client Address

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

Beverly Shores Residence

A303 1

Schematic Design 10 September 2020

BUILDING SECTION Scale 1/4" = 1'-0"

A301

Building Section

A303 1

LOFT FLOOR LEVEL EL. = 658' 6"

LOWER FLOOR LEVEL EL. 635' 10 1/4"

Client Name Client Address

Beverly Shores Residence

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

Schematic Design 10 September 2020

BASEMENT LEVEL EL.= 626'

BUILDING SECTION Scale 1/4" = 1'-0"

A302

Building Section

A301 2

A302 1

A301 1

LOWER FLOOR LEVEL EL. 635' 10 1/4"

Client Name Client Address

LOFT FLOOR LEVEL EL. = 658' 6"

Beverly Shores Residence

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

BASEMENT LEVEL EL.= 626'

Schematic Design 10 September 2020

BUILDING SECTION Scale 1/4" = 1'-0"

A303

Building Section

ASPHALT SHINGLE ROOF 3 4" PLYWOOD SHEATHING 2' OPEN WEB ROOF TRUSS @16" O/C, DESIGNED BY TRUSS MANUFACTURER METAL GUTTER SYSTEM

SCREEN 1"x6 34" CEDAR, PAINTED 2x6 PT PLATE 1 4" THICK STEEL SADDLE (U-SHAPED) W/ (4) #4 x12" REBAR WELED @ THE BOTTOM, FASTEN TO DECK BEAM W/ (8) 41" x 2 21" SDS SIMPSON SCREWS, EACH SIDE (16 SCREWS TOTAL) COMPOSITE FASCIA BOARD

1x6 CEDAR DECK BOARD

T/ JOIST EL. = 9' 6 1/4"

4'-63 4"

T/ FOUNDATION EL. = 8' 6 3/4"

2x12 PT SYP DECK JOIST @16" O/C 12" DIA. SONOTUBE

1 2"

PLYWOOD SHEATHING HOUSE WRAP 3 2" x 4" PT VERTICAL FURRING STRIP @16" O/C LP SMARTSIDE VERTICAL PANEL SIDING

MIN. R-40 OPEN CELL SPRAY FOAM INSULATION 1 2" DRYWALL 1 2" STEEL CABLE 8 A501

CRUSHED STONE PERFORATED DRAIN TO DAYLIGHT 1'

T/ FOOTING EL. = 4' 0"

(3) #4 CONTINUOUS, HORIZONTAL REBAR 3" CONCRETE COVER TO REBAR

3-PLY 2x10 HEADER MARVIN CLAD ULTIMATE CASEMENT UNIT

2'-6"

1 A502

GARAGE FLOOR EL. = 0' 0" (626' 0")

Scale 1/2" = 1'-0"

SCREENED PORCH

3 4"

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING MAIN FLOOR LEVEL EL. = 647' 2 1/8" 3 4"

2-PLY 14" TJI 560 SERIES FLOOR JOIST @16" O/C 1 34" x 14" LVL RIM BOARD

T/ SUBFL. EL. = 9' 10 1/4" (635' 10 1/4")

BOLTED STEEL ANGLE CONNECTION W14x48 STEEL BEAM (MOMENT FRAME) 1 2" THICK STEEL PLATE (SEE MOMENT FRAME DETAIL) W12x45 STEEL COLUMN

BOLTED STEEL ANGLE CONNECTION W14x48 STEEL BEAM (MOMENT FRAME)

2-PLY 2x6 TREATED SILL PLATE, FASTEN TO CONCRETE WALL W/ 21" X 10" ANCHORS, 48" O/C, EXCEPT 24" O/C WHERE BACKFILL HEIGHT (OUTSIDE) EXCEEDS 6' AS MEASURED FROM TOP OF THE BASEMENT CONCRETE SLAB, TYPICAL 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

LP SMARTSIDE VERTICAL PANEL SIDING 4" CONCRETE SLAB ON GRADE 2x6 STUD WALL

T/ SUBFL. EL. = 9' 10 1/4" (635' 10 1/4") T/ FOUNDATION EL. = 9' 0" 1 2"

14" TJI 360 SERIES FLOOR JOIST @16" O/C

T/ FOUNDATION EL. = 0' 1 1/2" (626' 1 1/2")

GARAGE FLOOR EL. = 0' 0" (626' 0") T/ SLAB EL. = -0' 6 1/2" (625' 5 1/2")

T/ SLAB EL. = -0' 6 1/2" (625' 5 1/2")

T/ FOUNDATION EL. = -1' 6 1/2" (624' 5 1/2")

(2) #4 CONTINUOUS REBAR, ONE NEAR TOP, ONE NEAR BOTTOM OF WALL CRUSHED STONE

10 MIL. VISQUEEN VAPOR BARRIER #3 STIRRUPS AROUND (4) #4 VERTICAL REBAR, SPACE STIRRUPS @ 3" O/C MAX. (4) #4 VERTICAL REBAR

(2) #4 CONTINUOUS REBAR, ONE NEAR TOP, ONE NEAR BOTTOM OF WALL CRUSHED STONE

10 MIL. VISQUEEN VAPOR BARRIER (2) #4 CONTINUOUS REBAR #4 VERTICAL REBAR @12" O/C

SOUTH WALL @ GARAGE DOOR

Scale 1/2" = 1'-0"

#4 TRANSVERSE REBAR @18" O/C 3" COVER TO REBAR DOWEL

T/ FOOTING EL. = 5' 0"

2x4 PT SILL PLATE, FASTEN TO CONCRETE W/ 41"x2 34" CONCRETE SCREWS, 32" O/C, TYPICAL 2x4 STUD WALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION #4 VERTICAL REBAR @12" O/C, CENTERED IN WALL

WEST WALL @ ENTRY STEPS

PERFORATED DRAIN TO DAYLIGHT (3) #4 CONTINUOUS REBAR, TYPICAL #4 8"x24" REBAR DOWEL @12" O/C, TYPICAL

Scale 1/2" = 1'-0"

(4) #4 HORIZONTAL REBAR, 1 NEAR BOTTOM, 1 NEAR TOP & 1 @ EACH THIRD POINT, TYPICAL CRUSHED STONE PERFORATED DRAIN TO DAYLIGHT

10"

BASEMENT LEVEL EL.= 626'

T/ FOOTING EL. = -4' 6 1/2" (621' 5 1/2")

PERFORATED DRAIN TO DAYLIGHT (3) #4 CONTINUOUS REBAR, TYPICAL #4 8"x24" REBAR DOWEL @12" O/C, TYPICAL

EXTEND VERTICAL REBAR 4" INTO THICKENED SLAB

THICKENED SLAB @ GARAGE OPENING 4" CONCRETE SLAB 2" RIGID INSULATION

(2) 34" x 24" THREADED RODS (ANCHORS), WET SET INTO CONCRETE ENSURE MIN. 8" DISTANCE BETWEEN GRADE & TOP OF CONCRETE WALL

x 8" x 12" STEEL BASE PLATE, WELD TO STEEL COLUMN W/ 41" FILLET WELD ALL AROUND 4" CONCRETE SLAB 2" RIGID INSULATION

1 2"

x 12" ANCHOR BOLT @48" O/C (MUST HAVE MIN. 6" EMBEDMENT INTO CONCRETE WALL BELOW THE CONCRETE SLAB

4" SLAB ON GRADE 2" RIGID INSULATION 10 MIL VISQUEEN VAPOR BARRIER

WEST WALL @ FRONT DOOR

2'-6"

(3) #4 CONTINUOUS REBAR, TYPICAL #4 8"x24" REBAR DOWEL @12" O/C, TYPICAL 3" COVER TO REBAR DOWEL

Scale 1/2" = 1'-0"

Client Name Client Address

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING 14" TJI 360 SERIES FLOOR JOIST @16" O/C, FASTEN TO BEAM SILL PLATE W/ SIMPSON HANGER

METAL GUTTER SYSTEM 2x12 RIMBOARD T&G CEDAR

Schematic Design 10 September 2020 Wall Sections

A401

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING 14" TJI 360 SERIES FLOOR JOIST @16" O/C, FASTEN TO BEAM SILL PLATE W/ SIMPSON HANGER

3 4"

Beverly Shores Residence

3 4"

PLYWOOD SHEATHING 2x12 SYP ROOF JOIST @16" O/C

3 4"

PLYWOOD SHEATHING ICE & WATER SHIELD ASPHALT ROOF SHINGLES 3" DIA. METAL GUTTER

3 4"

PLYWOOD SHEATHING ICE & WATER SHIELD ASPHALT ROOF SHINGLES 3" DIA. METAL GUTTER 1 2"

DRYWALL MIN. R-40 OPEN CELL SPRAY FOAM INSULATION 2' OPEN WEB ROOF TRUSS @16" O/C, DESIGNED BY TRUSS MANUFACTURER

3 A501

1,2,3 A501

MIN. R-40 OPEN CELL SPRAY FOAM INSULATION 2' OPEN WEB ROOF TRUSS @16" O/C

2x12 #1 SYP ROOF JOIST SIMPSON HANGER 2x12 #1 SYP LEDGER BOARD

2' OPEN WEB ROOF TRUSS @ 16" O/C, DESIGNED BY TRUSS MANUFACTERER 2x6 STUD WALL 3-PLY 2x10 #1 SYP HEADER

1 2"

2x8 RIMBOARD 2-PLY 2x8 HEADER 2x8 SYP JOIST @16" O/C 2x8 LEDGER BOARD 1 2"

PLYWOOD SHEATHING HOUSE WRAP 3 4" PT VERTICAL FURRING STRIP @16' O/C LP SMARTSIDE VERTICAL PANEL SIDING

3 4"

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

1 2"

2x6 STUD WALL 1 2" DRYWALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

PLYWOOD SHEATHING HOUSE WRAP BENJAMIN OBDYKE HOMESLICKER LP SMARTSIDE VERTICAL PANEL SIDING 14" TJI RIMBOARD

BILTMOORE MAJESTIC SB80 42" FIREPLACE 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING 14" TJI 360 SERIES FLOOR JOIST @16 O/C

2x6 STUD WALL PLYWOOD SHEATHING

FASTEN DECK JOIST TO INTERIOR FLOOR JOIST W/ (1) DTT2Z DECK TIE BY SIMPSON STRONG TIE @ EACH END JOIST & APPOX. EVERY 8'

MAIN FLOOR LEVEL EL. = 647' 2 1/8" MAIN FLOOR LEVEL EL. = 647' 2 1/8"

MAIN FLOOR LEVEL EL. = 647' 2 1/8"

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

2x6 STUD WALL 1 2" DRYWALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

3 4"

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING 14" TJI 360 SERIES FLOOR JOIST @16 O/C

HOUSE WRAP STONE? 2x6 STUD WALL METAL FLASHING

T/ SUBFL. EL. = 9' 10 1/4" (635' 10 1/4") T/ SUBFL. EL. = 9' 10 1/4" (635' 10 1/4")

T/ SUBFL. EL. = 9' 10 1/4" (635' 10 1/4")

METAL FLASHING 10" POURED CONCRETE 2" RIGID INSULATION

METAL FLASHING 10" POURED CONCRETE 2" RIGID INSULATION 14" TJI 360 SERIES FLOOR JOIST @16" O/C IUS2.37/14 SIMPSON HANGER 1 34" x 14" LVL BEAM

(4) #4 HORIZONTAL REBAR, 1 NEAR BOTTOM, 1 NEAR TOP & 1 @ EACH THIRD POINT, TYPICAL #4 VERTICAL REBAR @12" O/C, CENTERED IN WALL CRUSHED STONE PERFORATED DRAIN TO DAYLIGHT

8" CONCRETE SLAB UNDER ELEVATOR & STAIR WALLS 10 MIL VISQUEEN VAPOR BARRIER 2" RIGID INSULATION

14" TJI 360 SERIES FLOOR JOIST @16" O/C 2x4 PT SILL PLATE, FASTEN TO CONCRETE W/ 41"x2 34" CONCRETE SCREWS, 32" O/C, TYPICAL 2x4 STUD WALL

(4) #4 HORIZONTAL REBAR, 1 NEAR BOTTOM, 1 NEAR TOP & 1 @ EACH THIRD POINT, TYPICAL #4 VERTICAL REBAR @12" O/C, CENTERED IN WALL CRUSHED STONE PERFORATED DRAIN TO DAYLIGHT

4" CONCRETE SLAB 10 MIL VISQUEEN VAPOR BARRIER 2" RIGID INSULATION

MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 2x4 PT SILL PLATE, FASTEN TO CONCRETE W/ 41"x2 34" CONCRETE SCREWS, 32" O/C, TYPICAL TWO LAYERS OF #4 HORIZONTAL REBAR LOCATED @ TOP, BOTTOM & THIRD POINTS TWO LAYERS OF #4 VERTICAL REBAR @12" O/C

POURED CONCRETE

10" BASEMENT LEVEL EL.= 626'

(3) #4 CONTINUOUS REBAR, TYPICAL #4 8"x24" REBAR DOWEL @12" O/C, TYPICAL 3" COVER TO REBAR DOWEL

(3) #4 CONTINUOUS REBAR, TYPICAL (3) #4 8"x24" REBAR DOWEL @12" O/C, TYPICAL 3" COVER TO REBAR DOWEL

ELEVATOR SHAFT

2'-6"

Scale 1/2" = 1'-0"

WEST WALL

BASEMENT LEVEL EL.= 626'

(4) #4 CONTINUOUS REBAR, TYPICAL #4 8"x24" REBAR DOWEL @12" O/C, TYPICAL 3" COVER TO REBAR DOWEL

2'-6"

Scale 1/2" = 1'-0"

EAST CHIMNEY/FIRE PLACE WALL

3'-9"

Schematic Design 10 September 2020 Wall Sections

2'-1"

BASEMENT LEVEL EL.= 626'

10"

Client Name Client Address

3 4"

2x6 TREATED SILL PLATE, FASTEN TO CONCRETE WALL W/ 21" X 10" ANCHORS, 48" O/C, EXCEPT 24" O/C WHERE BACKFILL HEIGHT (OUTSIDE) EXCEEDS 6' AS MEASURED FROM TOP OF THE BASEMENT CONCRETE SLAB, TYPICAL

#4 TRANSVERSE REBAR

Scale 1/2" = 1'-0"

A402

14" TJI 360 SERIES FLOOR JOIST @16" O/C IUS2.37/14 SIMPSON HANGER 1 34" x 14" LVL BEAM

WEB STIFFENER PLATE FOR ATTACHMENT OF DTT2Z TIE 1 2" THREADED ROD 3-PLY 2x12 SYP HEADER MARVIN CLAD ULTIMATE AWNING UNIT

Beverly Shores Residence

14" TJI 360 SERIES FLOOR JOIST @16" O/C 1 34" x 14" LVL RIM BOARD

2x12 PT SYP DECK JOIST @16" O/C SIMPSON HANGER 2x12 PT #1 SYP LEDGER 5 BOARD, FASTEN W/ (3) 16 "x3 5 8" LEDGERLOK SCREWS BY FASTEN MASTER @12" O/C 1 2" PLYWOOD SHEATHING

1 2"

ASPHALT SHINGLE ROOF ROOF MEMBRANE 3 4" PLYWOOD SHEATHING 2' OPEN WEB TRUSS @16" O/C

PLYWOOD SHEATHING MIN. R-40 OPEN CELL SPRAY FOAM INSULATION

2' OPEN WEB ROOF TRUSS @ 16" O/C WOOD BLOCKING BETWEEN TRUSSES 2x6 STUD WALL

T&G CEDAR, OILED 2x6 BLOCKING 2" x 34" PT VERTICAL FURRING STRIP @16" O/C HOUSE WRAP METAL FLASHING

1 2"

DRYWALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION (2) 2x10 #1 SYP WINDOW HEADER

3 4"

MARVIN CLAD ULTIMATE PICTURE UNIT 1 2" PLYWOOD SHEATHING 2"x34" PT VERTICAL FURRING STRIP @16" O/C

2-PLY 2x8 FLAT PLATES

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

5 A501

MAIN FLOOR LEVEL EL. = 647' 0 1/8"

A501

2x12 #1 SYP ROOF JOIST @16" O/C W/ 3":1' SLOPE 2x10 CEILING JOIST @16" O/C 2-PLY 1 34" x 11 78" 2.0E-2850Fb LVL HEADER, SPAN FROM CORNER TO CORNER SO THAT ROOF LOAD IS NOT PASSED DOWN TO FLOOR BEAM BELOW MARVIN ELEMENT PICTURE UNIT

7 A502

3 4"

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

6 A501

STIFFENER PLATE ON EACH SIDE OF I-JOIST @ BEARING POINT PER MANUFACTURER'S SPECS W12x50 STEEL BEAM 1 (2) 2" x 4" TITEN HD SCREW ANCHOR, ONE ON EACH SIDE OF STEEL BEAM (ALTERNATIVELY 21" x 8" ANCHORS MAY BE WET-SET IN CONCRETE 1 2" RIGID INSULATION 4" CONCRETE SLAB 2" RIGID INSULATION 10 MIL VISQUEEN VAPOR BARRIER

(3) #4 CONTINUOUS REBAR, TYPICAL (3) #4 8"x24" REBAR DOWEL @12" O/C, TYPICAL 3" COVER TO REBAR DOWEL

NORTH WINDOW WALL Scale 1/2" = 1'-0"

T/ SUBFL. EL. = 9' 10 1/4" (635' 10 1/4")

14" TJI 360 SERIES JOIST @ 16" O/C 14" LVL RIMBOARD 3-PLY 1 34" x 11 78" 2.0E-2850Fb LVL BEAM 5-PLY 2x6 STUD COLUMN (3 JACK STUDS & 2 KING STUDS); FASTEN STUDS TOGETHER W/ TWO ROWS OF 16d R.S. NAILS 6" O/C & W/ 21" THRU BOLTS @24" O/C (COUNTERSINK AS NEEDED)

3 4"

PLYWOOD SHEATHING 14" TJI 560 SERIES JOIST @ 16" O/C 8" POURED CONCRETE RETAINING WALL #4 VERTICAL REBAR @12" O/C, CENTERED IN WALL

14" TJI RIMBOARD 2x6 STUD WALL 2x6 PT SILL PLATE, FASTEN TO CONCRETE WALL W/ 21" x 10" ANCHORS, 48" O/C, TYPICAL 4" SLAB ON GRADE 2" RIGID INSULATION 10 MIL VISQUEEN VAPOR BARRIER

1 4"

THICK STEEL SADDLE (U-SHAPED) W/ (4) #4 x12" REBAR WELED @ THE BOTTOM, FASTEN TO DECK BEAM W/ (8) 41" x 2 21" SDS SIMPSON SCREWS, EACH SIDE (16 SCREWS TOTAL) T/ DECK EL. = 9' 7 1/4" (635' 7 1/4")

GARAGE FLOOR EL. = 0' 0" (626' 0")

SLAB EL. = -0' 6"

Schematic Design 10 September 2020

4" CONCRETE SLAB ON GRADE (2) #4 HORIZONTAL REBAR, ONE NEAR TOP & ONE NEAR BOTTOM, CENTERED IN WALL #4 VERTICAL REBAR @12" O/C, CENTERED IN WALL (3) #4 CONTINUOUS REBAR @12" O/C, CENTERED IN FOOTING 3" COVER TO REBAR DOWEL

10"

2x12 PT SYP DECK JOIST @16" O/C LUS210 SIMPSON HANGER 4-PLY 2x12 PT #1 SYP BEAM 12" DIA. SONOTUBE (4) #4 VERTICAL REBAR W/ 8" HOOKS INTO FOOTER

(3) #4 CONTINUOUS HORIZONTAL REBAR, ONE NEAR TOP, ONE NEAR BOTTOM, & ONE AT HALF POINT

Wall Sections

2' 10"

BASEMENT FLOOR EL. = 626' 0"

DRYWALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 1 2" PLYWOOD SHEATHING (2) 2x10 #1 SYP DOOR HEADER MARVIN CLAD ULTIMATE SLIDING FRENCH DOOR 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING 14" TJI 360 SERIES FLOOR JOIST @16" O/C 2x6 SILL PLATE BOLTED TO STEEL BEAM W/ 21" THRU BOLTS @48" O/C, STAGGER BOLTS FROM SIDE TO SIDE OF STEEL BEAM

CRUSHED STONE PERFORATED DRAIN TO DAYLIGHT

MAIN FLOOR LEVEL EL. = 647' 0 1/8"

1 2"

LP SMARTSIDE VERTICAL PANEL SIDING 2" x 34" PT VERTICAL FURRING STRIP @16" O/C HOUSE WRAP 1 2" PLYWOOD SHEATHING 2-PLY 2x6 TREATED SILL PLATE, FASTEN TO CONCRETE WALL W/ 21" X 10" ANCHORS, 48" O/C, EXCEPT 24" O/C WHERE BACKFILL HEIGHT (OUTSIDE) EXCEEDS 6' AS MEASURED FROM TOP OF THE BASEMENT CONCRETE SLAB, TYPICAL METAL FLASHING 10" POURED CONCRETE 2" RIGID INSULATION

Client Name Client Address

MAIN FLOOR LEVEL EL. = 647' 2 1/8" T/DECK EL. = 646' 11 1/8"

14" TJI 360 SERIES JOIST @ 16" O/C IUS2.37/14 HANGER, FASTEN TO BEAM WITH (12) 10D COMMON WIRE NAILS 2-PLY 1 34" x 14" LVL BEAM LUS210 SIMPSON HANGER 2x12 SYP TAPERED FLOOR JOIST W/ 81":1' SLOPE 2x6 STUD WALL

2'-6"

(3) #4 CONTINUOUS REBAR 3" COVER TO REBAR DOWEL

EAST WALL @ GARAGE RETAINING Scale 1/2" = 1'-0"

DINING ROOM TO SCREENED PORCH Scale 1/2" = 1'-0"

A403

APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING 2-PLY 14" LVL RIM BOARD 14" TJI 360 SERIES FLOOR JOIST @16" O/C

Beverly Shores Residence

3 4"

MARVIN CLAD ULTIMATE SLIDING FRENCH DOOR 1x6 CEDAR DECKING SIMPSON HANGER 2x12 PT SYP DECK JOIST @16" O/C 2x6 STUD WALL

1 2"

2x6 STUD WALL 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

PLYWOOD SHEATHING HOUSE WRAP 3 1 4" x 14" LVL RIMBOARD 2"x34" PT VERTICAL FURRING STRIP @16" O/C MAIN FLOOR LEVEL EL. = 647' 2 1/8"

LP SMARTSIDE VERICAL PANEL SIDING 14" TJI 360 SERIES FLOOR JOIST @16" O/C 1 2" DRYWALL WEB STIFFENER PLATE PER MANUFACTURER'S SPECIFICATIONS (SEE FRAMING PLAN) 3-PLY 1 34" x 18" LVL HEADER (SEE FRAMING PLAN)

PLYWOOD SHEATHING 2"x34" PT VERTICAL FURRING STRIP @16" O/C 1 34" x 14" LVL RIMBOARD LP SMARTSIDE VERICAL PANEL SIDING T/ SUBFL. EL. = 9' 10 1/4" (635' 10 1/4")

T/ SUBFL. EL. = 9' 10 1/4" (635' 10 1/4")

T/ LEDGE EL. = 8' 6" (634' 6")

14" 360 SERIES TJI FLOOR JOIST @16" O/C W12x53 STEEL BEAM 3 8"x8"x8" STEEL PLATE, WELD TO STEEL COLUMN W/ 41" FILLET WELD ALL AROUND; BOLT TO STEEL BEAM W/ (4) 21" THRU BOLTS

8"x8"x38" STEEL PLATE, WELD TO STEEL COLUMN W/ 41" FILLET WELD ALL AROUND; FASTEN TO FOOTER W/ (4) 21"x8" WET-SET ANCHORS OR (4) 21"x4" TITEN HD SCREW ANCHORS (SIMPSON STRONG TIE)

4" CONCRETE SLAB 2" RIGID INSULATION

2x8 PT SILL PLATE, FASTEN TO CONCRETE WALL W/ 21"x10" ANCHORS, 48" O/C EXCEPT 24" O/C WHERE BACKFILL HEIGHT (OUTSIDE) EXCEEDS 6' AS MEASURED FROM TOP OF THE BASEMENT CONCRETE SLAB (TYPICAL)

10"

(4) #4 HORIZONTAL REBAR, 1 NEAR BOTTOM, 1 NEAR TOP & 1 @ EACH THIRD POINT, TYPICAL CRUSHED STONE PERFORATED DRAIN TO DAYLIGHT

1' 1'-6"

2'-6"

4" SLAB ON GRADE 2" RIGID INSULATION 10 MIL VISQUEEN VAPOR BARRIER

GARAGE COLUMN & FOOTING Scale 1/2" = 1'-0"

Wall Sections

T/ SLAB EL. = 0' 0" (626' 0")

GARAGE FLOOR EL. = 0' 0" (626' 0") T/ FOOTING EL. = -0' 6" (625' 6")

10 MIL VISQUEEN VAPOR BARRIER #5 REBAR, 12" O/C EACH WAY 3" CONCRETE COVER TO REBAR

Schematic Design 10 September 2020

(3) #4 CONTINUOUS REBAR, TYPICAL (3) #4 8"x24" REBAR DOWEL @12" O/C, TYPICAL 3" COVER TO REBAR DOWEL

ENTRYWAY STEPS Scale 1/2" = 1'-0"

A404

2x8 SILL PLATE BOLTED TO STEEL BEAM W/ 21" THRU BOLTS 48" O/C, STAGGER BOLTS FROM SIDE TO SIDE OF STEEL BEAM SIMPSON HANGER 5" SCH 40 STEEL COLUMN

14" TJI 360 SERIES FLOOR JOIST @16" O/C WEB STIFFENER PLATE PER MANUFACTURER'S SPECIFICATIONS (SEE FRAMING PLAN) 2x4 PT SILL PLATE, FASTEN TO CONCRETE W/ 41"x2 34" CONCRETE SCREWS, 32" O/C, TYPICAL 2x4 STUD WALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION #4 VERTICAL REBAR @12" O/C, CENTERED IN WALL

Client Name Client Address

1 2"

2x6 STUD WALL 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

2x6 LOAD BEARING WALL 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

Beverly Shores Residence

WEB STIFFENER PLATE ON EACH SIDE OF I-JOIST PER THE MANUFACTURER'S SPECIFICATIONS (TYPICAL @ ALL INTERIOR SUPPORTS

MIN. R-19 OPEN CELL SPRAY FOAM INSULATION MARVIN CLAD ULTIMATE CASEMENT UNIT

ICE & WATER SHIELD PLYWOOD SHEATHING

WHITE OAK RETURN 2-PLY #1 SYP 2x8 PLATES MIN. R-19 OPEN CELL SPRAY FOAM INSULATION

MARVIN ELEMENT CASEMENT UNIT FINISH FLOOR 3 4" APA RATED SUBFLOOR PANELS, FASTEN W/ 12D NAILS, 6" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

METAL FLASHING 1 2" PLYWOOD SHEATHING 1 2" CLEAR CEDAR

HOUSE WRAP 1 2" PLYWOOD SHEATHING 2' DEEP PARALLEL CORD ROOF TRUSS @16" O/C, DESIGNED BY TRUSS MANUFACTURER METAL FLASHING

1 2"

PLYWOOD SHEATHING HOUSE WRAP 1 2" T&G CLEAR CEDAR

ROOF OVERHANG DETAIL

1-1/2" = 1'-0"

5 8"

APA PLYWOOD SHEATHING HOUSE WRAP (2) 2x10 #1 SYP HEADER LP SMARTSIDE VERTICAL PANEL SIDING

1 2"

3 4"

WHITE OAK CASING

TYPICAL WINDOW HEADER

1-1/2" = 1'-0"

ICE & WATER SHIELD PLYWOOD SHEATHING PA-5 KEEPER PA-126 EAVE FLASHING 5" DIA. METAL GUTTER

LP SMARTSIDE VERTICAL PANEL SIDING 2x12 #1 SYP RIM BOARD 2 21" x 34" BATTEN @16" O/C HOUSE WRAP 1 2" PLYWOOD SHEATHING

DINING ROOM ROOF

2' DEEP ROOF TRUSS, DESIGNED BY TRUSS MANUFACTURER 1 2" PLYWOOD SHEATHING 1 2" T&G CLEAR CEDAR

3 4"

1-1/2" = 1'-0"

ASPHALT SHINGLE ROOF ICE & WATER SHIELD 3 4" PLYWOOD SHEATHING WOOD BLOCKING BETWEEN ROOF TRUSSES PA-5 KEEPER PA-126 EAVE FLASHING 5" DIA. METAL GUTTER

LP SMARTSIDE VERTICAL PANEL SIDING 2 21" x 34" PT BATTEN 1 2" PLYWOOD SPACER HOUSE WRAP 1 2" PLYWOOD SHEATHING 2x10 WOOD BLOCKING

WHITE OAK? 2-PLY 2x8 #1 SYP PLATES WHITE OAK RETURN

1-1/2" = 1'-0"

2x12 #1 SYP ROOF JOIST @16" O/C 1 2" DRYWALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 2x6 STUD WALL

3 4"

PLYWOOD SPACER, BULK BEAM TO MATCH COLUMN THICKNESS 2x10 WOOD BLOCKING 2-PLY 1 34" x 9 21" LVL BEAM 3 4" CLEAR CEDAR

ROOF DETAIL @ OVERHANG 1-1/2" = 1'-0"

MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 1 34" x 14" LVL RIM BOARD 1 2" DRYWALL 2x6 STUD WALL

3 4"

NORTH WINDOW WALL SLIDING DOOR HEADER

SHINGLE ROOF 2x10 CEILING JOIST @16" O/C

2x6 STUD WALL 5 8" APA PLYWOOD SHEATHING 1 2" DRYWALL

2 x PT BATTEN CAULK BEAD MARVIN ELEMENT CASEMENT UNIT

HOUSE WRAP 5 8" PLYWOOD SHEATHING 2 21" x 34" PT BATTEN CAULK BEAD MARVIN ELEMENT SLIDING DOOR UNIT

CAULK BEAD 2 x PT BATTEN @16" O/C LP SMARTSIDE VERTICAL PANEL SIDING 1 2"

1 2"

HOUSE WRAP PLYWOOD SHEATHING

TYPICAL WINDOW TO FLOOR DETAIL 1-1/2" = 1'-0"

2-PLY 1 34" x 9 21" LVL BEAM 2x10 WOOD BLOCKING 1 2" PLYWOOD SHEATHING SPACER, BULK BEAM AS NEEDED TO MATCH COLUMN THICKNESS 5 8" PLYWOOD SHEATHING

LP SMARTSIDE VERTICAL PANEL SIDING 2 21" x 34" PT BATTEN 1 2" PLYWOOD SPACER HOUSE WRAP 1 2" PLYWOOD SHEATHING 2X6 STUD WALL

3 4"

1 2"

2X10 WOOD BLOCKING PLYWOOD SHEATHING, BULK BEAM AS NEEDED TO MATCH COLUMN THICKNESS LP SMARTSIDE VERTICAL PANEL SIDING 1 3 2 2" x 4" PT VERTICAL BATTEN, TYP. HOUSE WRAP

5 8"

APA PLYWOOD SHEATHING 2X8 STUD WALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION

ROOF OVERHANG BEAM POCKET PLAN 1-1/2" = 1'-0"

ASPHALT SHINGLE ROOF ICE & WATER SHIELD 3 4" PLYWOOD SHEATHING WOOD BLOCKING BETWEEN ROOF TRUSSES PA-5 KEEPER PA-126 EAVE FLASHING 5" DIA. METAL GUTTER

Client Name Client Address

MARVIN ELEMENT PICTURE UNIT CAULK BEAD 2 21" x 34" PT BATTEN 2-PLY 2x8 #1 SYP HEADER LP SMARTSIDE VERTICAL PANEL SIDING

Schematic Design 10 September 2020

LP SMARTSIDE VERTICAL PANEL SIDING HOUSE WRAP TRIPLE TOP PLATE 2 21" x 34" PT BATTEN @16" O/C 1 2" PLYWOOD SHEATHING 2x6 STUD WALL

MIN. R-40 OPEN CELL SPRAY FOAM INSULATION 2' DEEP ROOF TRUSS, DESIGNED BY TRUSS MANUFACTURER 1 2" DIA. METAL CABLE, FASTEN TO TRIPLE TOP PLATE MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 1 2" DRYWALL

ROOF DETAIL @ LIVING ROOM 1-1/2" = 1'-0"

LP SMARTSIDE VERTICAL PANEL SIDING HOUSE WRAP TRIPLE TOP PLATE 2 21" x 34" PT BATTEN @16" O/C 1 2" PLYWOOD SHEATHING 2x6 STUD WALL

2' DEEP ROOF TRUSS, DESIGNED BY TRUSS MANUFACTURER MIN. R-40 OPEN CELL SPRAY FOAM INSULATION 2x10 CEILING JOIST @16' O/C 2x10 RIMBOARD MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 1 2" DRYWALL

ROOF DETAIL @ MASTER BATH CEILING 1-1/2" = 1'-0"

Details

A501

3 4"

Beverly Shores Residence

ASPHALT SHINGLE ROOF 2x8 WOOD BLOCKING METAL FLASHING FASCIA BOARD

2x10 #1 SYP FLOOR JOIST W/ 81":1' SLOPE @16" O/C MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 1 2" DRYWALL 2X6 STUD WALL

MASTER BEDROOM ROOF DECK DETAIL 1-1/2" = 1'-0"

LP SMARTSIDE VERTICAL PANEL SIDING 2 21" x 34" PT BATTEN @16" O/C HOUSE WRAP 1 2" PLYWOOD SHEATHING CAULK BEAD

3 4"

CLEAR CEDAR 5-PLY 2X8 PT #1 SYP COLUMN

1 2"

CLEAR CEDAR FASCIA, OILED 2x12 PT #1 SYP RIMBOARD 2x12 PT #1 SYP DECK JOIST, @16" O/C 2-PLY PT #1 SYP BEAM, CENTERED ON COLUMN

1 2"

CLEAR CEDAR, OILED 5-PLY 2x8 LAMINATED COLUMN, WRAPPED IN 21" CLEAR CEDAR, OILED

DECK DETAIL 1-1/2" = 1'-0"

LAMINATED COLUMN DETAIL

MARVIN ELEMENT CASEMENT UNIT WHITE OAK RETURN

2 21" x 34" PT BATTEN @16" O/C

LP SMARTSIDE VERTICAL PANEL SIDING

1-1/2" = 1'-0"

CAULK BEAD 2 x PT BATTEN @16" O/C LP SMARTSIDE VERTICAL PANEL SIDING 1 2"

3 4"

Client Name Client Address

5" DIA. METAL GUTTER LP SMARTSIDE VERTICAL PANEL SIDING 2X10 RIMBOARD 1 2 2" x 34" PT FURRING STRIP @ 16" O/C HOUSE WRAP 1 2" PLYWOOD SHEATHING

CABLE RAILING SYSTEM CEDAR DECKING

Beverly Shores Residence

METAL COPING, BLACK (2) 2X6 PT TOP PLATES METAL FLASHING

STEEL CABLE RAILING SYSTEM CEDAR DECKING PT TAPERED SLEEPER ICE & WATER SHIELD 3 4" PLYWOOD SHEATHING

Schematic Design 10 September 2020 SOLID CORE OAK DOOR 1 2" DRYWALL

MARVIN ELEMENT CASEMENT UNIT 3 21" x 34" OAK CASING 1 2" DRYWALL 2x6 STUD WALL MIN. R-19 OPEN CELL SPRAY FOAM INSULATION

2x4 STUD WALL 3 21" x 34" OAK CASING

TYPICAL INTERIOR DOOR JAMB 1-1/2" = 1'-0"

MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 1 2" DRYWALL 2x6 STUD WALL

TYPICAL WINDOW JAMB 1-1/2" = 1'-0"

1 2"

3 21" x 34" WHITE OAK CASING MIN. R-19 OPEN CELL SPRAY FOAM INSULATION 1 2" DRYWALL 2x6 STUD WALL

HOUSE WRAP PLYWOOD SHEATHING

TYPICAL EXTERIOR WALL TO WALL 1-1/2" = 1'-0"

1 2"

HOUSE WRAP PLYWOOD SHEATHING

TYPICAL WINDOW SILL DETAIL 1-1/2" = 1'-0"

A502

Details

1'-4"

1/2" = 1'-0"

KITCHEN WEST 1/2" = 1'-0"

KITCHEN ISLAND SOUTH 1/2" = 1'-0"

KITCHEN ISLAND EAST 1/2" = 1'-0"

KITCHEN ISLAND WEST 1/2" = 1'-0"

KITCHEN SOUTH

1/2" = 1'-0"

KITCHEN ISLAND NORTH 1/2" = 1'-0"

LIVING ROOM FIREPLACE 1/2" = 1'-0"

Client Name Client Address

ENTRY BENCH

Beverly Shores Residence

FAMILY ROOM SHELVING

Schematic Design 10 September 2020

BATHROOM 1/2" = 1'-0"

LAUNDRY ROOM WEST 1/2" = 1'-0"

LAUNDRY ROOM EAST 1/2" = 1'-0"

LAUNDRY ROOM SOUTH 1/2" = 1'-0"

A601

Interior Elevations

1/2" = 1'-0"

POWDER CLOSET

1/2" = 1'-0"

POWDER SOUTH WALL 1/2" = 1'-0"

Client Name Client Address

1/2" = 1'-0"

SHARED BATHROOM SOUTH

Beverly Shores Residence

SHARED BATHROOM NORTH

Schematic Design 10 September 2020

W.I.C. SOUTH WALL 1/2" = 1'-0"

W.I.C. NORTH WALL 1/2" = 1'-0"

MASTER BATH SHOWER 1/2" = 1'-0"

MASTER BATH LINEN 1/2" = 1'-0"

MASTER BATH VANITY 1/2" = 1'-0"

A602

Interior Elevations

NOTE: INSTALL STIFFENER PLATES ON EACH SIDE OF I-JOISTS @ STEEL BEAM LOCATION PER THE MANUFACTURER'S SPECIFICATIONS W12x50 STEEL BEAM UNDER TJI JOISTS

3.5" SCH 40 STEEL COLUMN

1 34" x 14" LVL BEAM

3'-6"

BEAM TO CATCH BEARING WALL LOAD FROM ABOVE? NO WALL HERE.

2x6 BEARING WALL BELOW, 16" O/C

W12x53 STEEL BEAM UNDER TJI JOISTS (CONTINUOUS, NO SPLICES) (3) 1 34" x 14" 2.0E-2850Fb LVL DIRECTLY BELOW THE STAIR BEARING WALL (WALL SUPPORTING LOFT FLOOR FRAMING)

5" SCH 40 STEEL COLUMN

(4) 1 34" x 14" 2.0E-2850Fb LVL BEAM DIRECTLY BELOW THE DIVIDER WALL (DIVIDER WALL SUPPORTS MAIN LEVEL FLOOR FRAMING BEAM)

NOTE: INSTALL STIFFENER PLATES ON EACH SIDE OF I-JOISTS @ STEEL BEAM LOCATION PER THE MANUFACTURER'S SPECIFICATIONS W12x53 STEEL BEAM UNDER TJI JOISTS (CONTINUOUS, NO SPLICES)

Client Name Client Address

Beverly Shores Residence

14" TJI 360 JOIST @ 16" O/C, TYPICAL

Schematic Design 10 September 2020 1 34" x 14" LVL RIMBOARD

LOWER LEVEL FLOOR FRAMING PLAN Scale 1/4" = 1'-0"

NORTH

S101

Plan

2- PLY 2x12 #1 SYP PT BEAM, ONE PLY ON EACH SIDE OF COLUMNS, FASTEN TO COLUMNS W/ (8) 5 5 16" x 3 8" LEDGERLOK SCREWS BY FASTEN MASTER, EACH PLY

5-PLY PT 2x8 GLULAM COLUMNS, TYPICAL

2-PLY 2x10 #1 SYP DOOR HEADERS BELOW 1 34" x 14" 2.0E-2850Fb LVL RIM BOARD (PART OF SHEAR WALL REQUIREMENT)

2x6 BEARING WALL BELOW; 16" O/C

WINDOW HEADER

SHOULD ALL COLUMNS BE 5-PLY 2x8 GLULAM?

7'-1116"

WINDOW HEADER 7'-1116"

NOTE: DIVIDER WALLS BELOW ARE NOT LOAD BEARING; PROVIDE 41" GAP BETWEEN TOP OF WALL & BOTTOM OF TJI JOIST TO PREVENT WALLS FROM ACCEPTING LOAD

NOTE: INSTALL STIFFENER PLATES ON EACH SIDE OF I-JOISTS @ BEARING WALL PER THE MANUFACTURER'S SPECIFICATIONS 2-PLY 2x10 #1 SYP DOOR HEADERS BELOW

DOOR HEADER. CAN WE EXTEND TJI JOISTS TO THIS POINT INSTEAD OF WHERE YOU HAD SHOWN? DN

3-PLY 2x12 #1 SYP DOOR HEADER

2-PLY 14" TJI 560 JOIST @ 16" O/C (CLEARSPAN)

3-PLY 1 34" x 18" 2.0E-2850Fb LVL WINDOW/DOOR HEADER IN WALL BELOW (6) 2x6 STUDS @ EACH END OF HEADER, (3) JACK STUDS & (3) KING STUDS; INSTALL PER STANDARD CONSTRUCTION PRACTICE 3-PLY 1 34" x 11 78" 2.0E-2850Fb LVL BEAM BELOW (NOTE: BEAM MUST SPAN FROM CORNER TO CORNER SO THAT FLOOR LOAD IS NOT PASSED DOWN TO DECK BEAM

NOTE: DIVIDER WALLS BELOW ARE NOT LOAD BEARING; PROVIDE 41" GAP BETWEEN TOP OF WALL & BOTTOM OF TJI JOIST TO PREVENT WALLS FROM ACCEPTING LOAD

1 34" x 14" LVL RIM BOARD

DO WE NEED HEADER HERE TO CATCH WALL LOAD FROM ABOVE?

NO WALL HERE. CAN WE SPAN WITH BEAM (BLUE)? ORANGE SHOWING PLACEMENT OF BEARING WALL ABOVE 3'-6"

3-PLY 1 34"x18" 2.0E-2850Fb LVL WINDOW HEADER IN WALL BELOW FLOOR JOISTS W/ (6) 2x6 STUDS @ EACH END OF HEADER, (3) JACK STUDS & (3) KING STUDS; INSTALL PER STANDARD CONSTRUCTION PRACTICE

Beverly Shores Residence

1 34" x 14" LVL RIM BOARD

(3) 1 34" x 14" 2.0E-2850Fb LVL DIRECTLY BELOW THE BEARING WALL (WALL SUPPORTING LOFT FLOOR FRAMING); (3) 2x6 STUDS IN WALL BELOW @ EACH END OF LVL BEAM (6) 2x6 STUDS DIRECTLY BELOW THE LVL BEAM 14" TJI 360 JOIST @ 16" O/C, TYPICAL

NOTE: WALL FRAMING TO EXTEND TO BOTTOM OF SUBFLOOR SHEATHING

2x12 RIPPED TO 1/8"-12" SLOPE @ 16" O/C

Schematic Design 10 September 2020

2x6 BEARING WALL BELOW, 16" O/C NOTE: INSTALL STIFFENER PLATES ON EACH SIDE OF I-JOISTS @ BEARING WALL PER THE MANUFACTURER'S SPECIFICATIONS

Plan

2-PLY 1 34" x 14" 2.0E-2850Fb LVL BEAM, BEAM TO HAVE INTERMEDIATE SUPPORT @ INTERIOR DIVIDER WALL BELOW; INSTALL (6) 2x6 STUDS IN DIVIDER WALL DIRECTLY BELOW BEAM

Client Name Client Address

MAIN LEVEL FLOOR FRAMING PLAN Scale 1/4" = 1'-0"

NORTH

S102

2x6 BEARING WALL BELOW, 16" O/C

9 12 16 " x 3 34" x 58" STIFFENER PLATES, 4 @ EACH COLUMN LOCATION (2 ON EACH SIDE OF BEAM DIRECTLY ABOVE COLUMN FLANGES); WELD TO THE WEB OF THE STEEL BEAM W/ 41" FILLET WELD (BOTH SIDES); WELD TO BEAM FLANGES W/ FULL PENETRATION GROVE WELDS

BEAM MUST EXTEND PAST THE COLUMN BY MIN. 5" 7 8"

ASTM A325 BOLTS, A563 NUTS, F436 WASHERS UNDER BOLT HEAD & NUT

5"x5"x21" STEEL GUSSET; Fy = 50 ksi; WELD TO STEEL COLUMN & TO THE END PLATE W/ FULL-PENETRATION GROVE WELDS WELD FLANGES OF THE STEEL COLUMNS TO THE END PLATE W/ FULL PENETRATION WELDS

5 8"

THICK STEEL PLATE, Fy = 50 ksi WELD THE WEB OF THE STEEL COLUMN TO THE END PLATE W/ 41" FILLET WELD ON EACH SIDE

MOMENT FRAME CORNER DETAIL

Scale 1 1/2" = 1'-0"

IS THERE A MIN. THICKNESS FOR THIS AREA OF CONCRETE WALL EXTENSION? COULD WE CUT IT DOWN TO 12"x12"? W12x53 STEEL COLUMN 1 2" x 8" x 12" STEEL BASE PLATE, WELD TO STEEL COLUMN W/ 41" FILLET WELD ALL AROUND

(2) 34" x 24" THREADED RODS (ANCHORS), WET SET INTO CONCRETE, ENSURE 21" MIN. EMBEDMENT #3 STIRRUPS AROUND (4) #4 VERTICAL REBAR, SPACE STIRRUPS @ 3" O/C MAX.

1'-9"

1'-6"

2x6 BEARING WALL, 16" O/C

NOTE: INSTALL STIFFENER PLATES ON EACH SIDE OF I-JOISTS @ BEARING WALL PER THE MANUFACTURER'S SPECIFICATIONS

(4) #4 VERTICAL REBAR @ANCHOR LOCATIONS

THICKENED SLAB @ GARAGE OPENING

2-PLY 2x10 #1 SYP DOOR HEADER BELOW

MOMENT FRAME TO FOUNDATION DETAIL

Scale 1 1/2" = 1'-0"

2x6 BEARING WALL, 16" O/C

Client Name Client Address

Beverly Shores Residence

14" TJI 110 JOIST @16" O/C

1'-1018" 212" 212"

Schematic Design 10 September 2020 8"

THICK STEEL END PLATE, Fy = 50 ksi

5 8"

Plan

1" HOLES FOR 78" ASTM A325 BOLTS

COLUMN END PLATE DETAIL Scale 1/4" = 1'-0"

LOFT LEVEL FLOOR FRAMING PLAN Scale 1/4" = 1'-0"

NORTH

S103

1'-018"

212" 212"

(2) 1 34" x 9 21" 2.0E-2850Fb LVL HEADER BELOW

FASTEN LVL BEAM TO GLULAM COLUMN W/ CCQ48SDS2.5 SIMPSON COLUMN CAP BRACKET (OR EQUAL)

BEAM POCKET IN STUD WALL, PER STANDARD CONSTRUCTION PRACTICE

15'-012"

16'-1112"

EXTEND ENDWALL TO UNDERSIDE OF ROOF SHEATHING; FASTEN ROOF SHEATHING DIRECTLY TO ENDWALL W/ 8D NAIL 6" O/C

BEAM BELOW 2x12 ROOF JOISTS, 16' 11 21" BETWEEN SUPPORTS IF POSSIBLE, NOT PROPERLY SHOWN IN PREVIOUS DRAWINGS

2-PLY 1 34" x 11 78" 2.0E-2850Fb LVL WINDOW HEADER BELOW ROOF JOISTS, SPAN FROM CORNER TO CORNER SO THAT ROOF LOAD IS NOT PASSED DOWN TO FLOOR BEAM BELOW

PARALLEL CHORD TRUSS @ 16" O/C, DESIGNED BY TRUSS MANUFACTURER

2x12 SYP ROOF JOIST @ 16" O/C

(2) 1 34" x 9 21" 2.0E-2850Fb LVL HEADER BELOW

Client Name Client Address

Beverly Shores Residence

LVL BEAM, NOT PROPERLY SHOWN IN PREVIOUS DRAWINGS. SUPPORTS PARALLEL CHORD ROOF TRUSSES & 2x12 ROOF JOISTS

Schematic Design 10 September 2020 EXTEND ENDWALL TO UNDERSIDE OF ROOF SHEATHING; FASTEN ROOF SHEATHING DIRECTLY TO ENDWALL W/ 8D NAIL 6" O/C

ROOF FRAMING PLAN Scale 1/4" = 1'-0"

NORTH

S104

Plan

2x8 #1 SYP SILL PLATE, FASTEN TO STEEL BEAM W/ 21" THRU BOLTS @ 24" O/C, STAGER BOLTS FROM SIDE TO SIDE OF BEAM W14x48 STEEL BEAM, Fy = 50ksi, CONTINUOUS ACROSS 3 COLUMNS (NO SPLICES)

(3) W12x45 STEEL COLUMNS, Fy = 50ksi

SHEATH BOTH SIDES OF THE ENTIRE ENDWALL W/ 58" APA RATED SHEATHING (OSB/PLYWOOD), ALL PANEL EDGES MUST BE BLOCKED; FASTEN W/ 10d (0.148"X3") NAILS, 3" O/C @ ALL PANEL EDGES & 12" O/C @ ALL INTERMEDIATE FRAMING

Scale 1/4" = 1'-0"

SHEATH ENTIRE ENDWALL W/ 21" APA RATED SHEATHING (OSB/PLYWOOD), ALL PANEL EDGES MUST BE BLOCKED (UNBLOCKED EDGED ARE NOT ALLOWED); FASTEN W/ 8d (0.131"x2.5") NAILS, 3" O/C @ ALL PANEL EDGES & 12" O/C @ INTERMEDIATE FRAMING

(3) 2x6 STUD @ CORNER

(3) 2X6 STUDS @ EACH SIDE OF DOOR OPENING 2X6 STUD WALL, 16" O/C, PER STANDARD CONSTRUCTION PRACTICE

(3) 2X8 STUDS TO TOP PLATE

MSTI60 SIMPSON STRAP OVER APA RATED SHEATHING ON EACH SIDE OF WALL, FASTEN TO (3) 2X8 STUDS (THROUGH SHEATHING) W/ (60) 0.148"x3" NAILS

2-PLY 1 34" X 14" 2.0E-2850Fb LVL RIMBOARD FASTEN (3) CORNER STUDS TO CONCRETE WALL W/ HTT5KT SIMPSON HOLD DOWN, FASTEN HOLD DOWN TO STUDS W/ (26) SD #10X2.5" SCREWS, FASTEN TO CONCRETE W/ (1) 58" THREADED ROD (WET SET INTO CONCRETE, ENSURE MIN. 18" EMBEDMENT INTO CONCRETE)

FASTEN SHEATHING TO TOP PLATE OF THE ENDWALL W/ 10d NAILS, 3" O/C (EACH SIDE OF WALL) IN BETWEEN THE DOOR OPENINGS 5 FASTEN 8" APA RATED SHEATHING TO SILL PLATE OF THE ENDWALL W/ 10d NAILS, 3" O/C (EACH SIDE OF WALL) IN BETWEEN THE DOOR OPENINGS 2-PLY PT SILL PLATE, FASTEN TO CONCRETE WALL W/ (2) 21"X12" ANCHOR BOLTS @12" O/C (APPROX. 18 ANCHORS TOTAL BETWEEN DOOR OPENINGS)

NORTH ELEVATION FRAMING Scale 1/4" = 1'-0"

FLOOR LINE: FASTEN APA RATED SHEATHING TO FLOOR MEMBER (RIM BOARD) W/ 8d NAILS @3" O/C

MSTI60 SIMPSON STRAP OVER APA RATED SHEATHING, FASTEN TO (3) 2x6 STUDS (THROUGH SHEATHING) W/ (60) 0.148"x3" NAILS NOTE: FASTEN APA RATED SHEATHING TO 3-PLY STUD ABOVE THE MSTI60 STRAP W/ 8d (0.131"x2.5") NAILS @3" O/C FLOOR LINE: FASTEN APA RATED SHEATHING TO FLOOR MEMBER (RIM BOARD) W/ 8d NAILS @3" O/C (3) 2x6 STUD @ CORNER & EACH MSTI60 STRAP LOCATION MSTI60 SIMPSON STRAP OVER APA RATED SHEATHING, FASTEN TO (3) 2x6 STUDS (THROUGH SHEATHING) W/ (60) 0.148"x3" NAILS FULL HEIGHT (9') CONCRETE WALL TO CORNER, DIFFERENT CONNECTIONS? STEEL MOMENT FRAME FASTEN 3-PLY STUDS TO STEEL COLUMN W/ 21" THRU BOLTS @24" O/C, STAGGER SIDE TO SIDE

FASTEN (3) CORNER STUDS TO CONCRETE WALL W/ HTT5KT SIMPSON HOLD DOWN, FASTEN HOLD DOWN TO THE STUDS W/ (26) SD #10x2.5" SCREWS, FASTEN TO CONCRETE (THROUGH SILL PLATE) W/ (1) 58" THREADED ROD (WET-SET INTO CONCRETE, ENSURE MIN. 18" EMBEDMENT INTO CONCRETE) FASTEN APA RATED SHEATHING TO THE 2x8 SILL PLATE ON TOP OF THE STEEL MOMENT FRAME (BEAM) W/ 8d (0.131"x2.5") NAILS @ 3" O/C

MSTI60 SIMPSON STRAP OVER APA RATED SHEATHING, FASTEN TO (3) 2x6 STUDS (THROUGH SHEATHING) W/ (60) 0.148"x3" NAILS NOTE: FASTEN APA RATED SHEATHING TO 3-PLY STUD ABOVE THE MSTI60 STRAP W/ 8D (0.131"x2.5") NAILS @3" O/C (3)K 2x6 STUDS BELOW TO RECEIVE LOADS FROM MSTI60 STRAP NOTE: FASTEN APA RATED SHEATHING TO 3-PLY STUD BELOW THE MSTI60 STRAP W/ 8d (0,131"x2.5") NAILS @3" O/C MSTI60 SIMPSON STRAP OVER APA RATED SHEATHING, FASTEN TO (3) 2x6 STUDS (THROUGH SHEATHING) W/ (60) 0.148"x3" NAILS

FASTEN 3-PLY STUDS TO STEEL COLUMN W/ 21" THRU BOLTS @24" O/C, STAGGER SIDE TO SIDE

SOUTH ELEVATION FRAMING Scale 1/4" = 1'-0"

Client Name Client Address

FASTEN (3) CORNER STUDS TO CONCRETE WALL W/ HTT5KT SIMPSON HOLD DOWN, FASTEN HOLD DOWN TO STUDS W/ (26) SD #10X2.5" SCREWS, FASTEN TO CONCRETE W/ (1) 58" THREADED ROD (WET SET INTO CONCRETE, ENSURE MIN. 18" EMBEDMENT INTO CONCRETE)

(2) 2X8 STUDS (4) 2X8 STUDS TO TOP PLATE

Schematic Design 10 September 2020 Plan

S105

(2) 2X8 STUDS 2X8 STUD WALL, 16" O/C, PER STANDARD CONSTRUCTION PRACTICE (2) 2X8 HEADER, W/ (2) 2X8 FLAT PLATES ON TOP AND BOTTOM, SEE DETAIL (4) 2X8 STUDS TO TOP PLATE MSTI60 SIMPSON STRAP OVER APA RATED SHEATHING ON EACH SIDE OF WALL, FASTEN TO (3) 2X8 STUDS (THROUGH SHEATHING) W/ (60) 0.148"x3" NAILS

(3) 2x6 STUD @ CORNER

Beverly Shores Residence

EXTEND STUD WALL TO UNDERSIDE OF ROOF SHEATHING; FASTEN SHEATHING TO WALL W/ 8d NAILS 6" O/C; SHEATHING DIRECTLY ABOVE SHEAR WALL REQUIRES SPECIAL NAILING: TWO ROWS OF 8d NAILS @3" O/C (SEE ROOF FRAMING PLAN FOR LOCATION)

SOUTH ELEVATION MOMENT FRAME

MECHANICAL LEGEND SUPPLY AIR RETURN AIR

RETURN AIR CHASE

BEDROOM

BATH

FAMILY ROOM

ENTRY

SCREENED PORCH

SUPPLY AIR IN CEILING & SOFFIT

Beverly Shores Residence

RETURN AIR IN FLOOR & SOFFIT OF GARAGE RETURN AIR IN CEILING & SOFFIT

LAUNDRY / CRAFT

STORAGE

RETURN AIR CHASE

BATH ART / CRAFT

BUNK ROOM

Client Name Client Address

ELEV.

Schematic Design 10 September 2020

LOWER LEVEL HVAC PLAN Scale 1/4" = 1'-0"

NORTH

BASEMENT LEVEL HVAC PLAN Scale 1/4" = 1'-0"

NORTH

M101

Plan

MECHANICAL LEGEND SUPPLY AIR

Client Name Client Address

Beverly Shores Residence

RETURN AIR

Schematic Design 10 September 2020

LOFT LEVEL HVAC PLAN Scale 1/4" = 1'-0"

NORTH

MAIN LEVEL HVAC PLAN Scale 1/4" = 1'-0"

NORTH

M102

Plan

ELECTRICAL LEGEND USB OUTLET

RECESSED WALL FIXTURE STRIP LIGHT TRACK MOUNTED FIXTURES

CAT6 SINGLE POLE THROW SWITCH DOUBLE POLE THROW SWITCH

CEILING FAN

TRIPLE POLE THROW SWITCH

RECESSED ADJUSTABLE-LINE OR LOW VOLTAGE

QUADRUPLEX RECEPTACLE

RECESSED WALL WASH FIXTURE CEILING MOUNTED FIXTURE

FLOOR OUTLET EXHAUST FAN W/ LIGHT

FREE STANDING FIXTURE

STRIP LIGHT

WALL-MOUNTED FIXTURE EXTERIOR FLOODLIGHT FIXTURE

SMOKE DETECTOR CARBON MONOXIDE ALARM

Beverly Shores Residence

Client Name Client Address

RECESSED CAN FIXTURE

DUPLEX RECEPTACLE DUPLEX RECEPTACLE - GROUND FAULT INTERRUPT

DIMMER SWITCH

Schematic Design 10 September 2020

LOWER LEVEL ELECTRICAL PLAN Scale 1/4" = 1'-0"

NORTH

GARAGE LEVEL ELECTRICAL PLAN Scale 1/4" = 1'-0"

NORTH

E101

Plan

ELECTRICAL LEGEND USB OUTLET

RECESSED WALL FIXTURE STRIP LIGHT TRACK MOUNTED FIXTURES

CAT6 SINGLE POLE THROW SWITCH DOUBLE POLE THROW SWITCH

CEILING FAN

RECESSED ADJUSTABLE-LINE OR LOW VOLTAGE

QUADRUPLEX RECEPTACLE

RECESSED WALL WASH FIXTURE CEILING MOUNTED FIXTURE

FLOOR OUTLET EXHAUST FAN W/ LIGHT

FREE STANDING FIXTURE

STRIP LIGHT

WALL-MOUNTED FIXTURE EXTERIOR FLOODLIGHT FIXTURE

SMOKE DETECTOR CARBON MONOXIDE ALARM

Client Name Client Address

RECESSED CAN FIXTURE

DUPLEX RECEPTACLE DUPLEX RECEPTACLE - GROUND FAULT INTERRUPT

DIMMER SWITCH

Beverly Shores Residence

TRIPLE POLE THROW SWITCH

Schematic Design 10 September 2020

LOFT LEVEL ELECTRICAL PLAN Scale 1/4" = 1'-0"

NORTH

MAIN LEVEL ELECTRICAL PLAN Scale 1/4" = 1'-0"

NORTH

E102

Plan