Ocean State Drafting " O DN a 2 8'-0" 1

s 3 7 e A2 CONSTRUCTION NOTES 5 c 5

1. ALL WORK TO CONFORM WITH RHODE ISLAND STATE BUILDING CODE i

2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS 3 v . 12'-0" 24'-0" 6'-0" ONLY. NOTIFY THE DESIGNER IMMEDIATELY IF ANY CONFLICT EXISTS. r

3. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4 4. ALL EXTERIOR WALLS 2x6 UNLESS OTHERWISE NOTED e 1 8 15'-6 2" 8'-0" s

5. ALL INTERIOR WALLS 2x4 UNLESS OTHERWISE NOTED 2

1 6. PROVIDE BLOCKING IN WALLS FOR CABINETRY OR SHEATH WALL . 1 5 2" 3 n 7'-6 " 3'-91 " 4'-2 " W/ 1 " CDX PLY. WD. 8'-0" 2 4 4 2 1 7 . PROVIDE BLOCKING IN WALLS FOR TOWEL BARS & PAPER ROLLS CONFER WITH g i OWNER ON LOCATIONS 0 s " 2 3" 3" 4 1

5 08 07 06 05 DOOR NOTES e :

1. CENTER DOORS WHERE POSSIBLE UNLESS OTHERWISE NOTED d p 2. PROVIDE MINIMUM 6" FROM JAMB TO INSIDE CORNERS/CABINETRY UNLESS

OTHERWISE NOTED |

PANTRY PLUMBING NOTES: n a " m

2 1. INSULATE AROUND WASTE PIPES OR USE CAST IRON FOR SOUND DAMPENING

1 " o 2 2. PROVIDE EXTERIOR SPIGOTS PER OWNERS PREFERENCE

BATH 1 g 5'-2 c . 1 KITCHEN NOTES: n

3 " 6'-11 2 1 i

1. 24" BASE CABINETS g t

8'-0" 1 1 1 4'-0" A4 3'-4 2" 3'-10 2" 5 2" 2. 12" UPPER CABINETS f 09 3'-3" 6'-2" 3'-6" n i

10'-0" 3. 1" OVERHANG ON COUNTERS 1 a 5 2" t

4. PROVIDE & INSULATE COPPER PIPING FOR REFRIGERATOR LINE r f

" 5. GIVEN DIMENSIONS ARE DESIGNED TO MAXIMIZE SPACE AND COMFORT BUT d 2 a 1

NOT FINAL r l

" 6. FINAL DESIGN TO BE DETERMINED BY OWNER IN CONJUNCTION WITH KITCHEN 4'-9 BENCH REF'G 2

32X84 d a 1

3'-0" DESIGNER " 3 " r 2 e 2 " 1 1 2 t 3

1 LAUNDRY NOTES: u 3'-6 t 3'-0"

1. PROVIDE RECESSED BOXES FOR VENT & WASHER HOOK UPS. a 1'-6" 1'-8 t c 1 1 36X84 s 5 " X 5 " VC MUDROOM e 4 4 6'-10" HOLD DOWN LOCATIONS " t " n 8 2 i " R.O.

1 = SHEAR WALL LOCATIONS 3 2 a 1 3'-0" = PROPOSED NEW WALLS h 3'-3

4'-1 32X84 e 3'-1 = NEW MASONRY c c 30X80 r 6"

= NEW CONCRETE WALLS ocean state drafting " o DN a 2 8'-0" 1

3 14R " " 2 8 COATS 1 5 3 = DIMENSION TO OUTSIDE OF STRUCTURE SCREEN PORCH 2'-1"

15-0 x 11-6 " 3'-10 2

1 = DIMENSION TO CENTERLINE OF STRUCTURE 4 3 10 DINING A2 = DIAGONAL TERMINATIONS 36'-0" 16'-0" 15-0 x 10-2 LAUNDRY 3 " 8

" A2 5 2 1 1 3'-6" 3'-9" 5 2" 6'-8 3'-10 "

1 1 2 5 2" 3 2" 1 2 36'-0" A2 8'-0" " 14'-1

2 12'-0" 24'-0" " 1 " 2 1 8 3 3

17'-7 16'-0" 8'-0" 4'-1 COATS " 2'-1"

2 3'-0" 9'-0" 8'-0" 8'-0" 1 3 2 SIDED GAS FIREPLACE 30X80 " 401 . 782 . 2700 4 UP

4'-0" 4'-3" 3'-9" 3 20 19 18

7 17R "

2 1 1 1 5 4" X 5 4" VC 04 " R.O. 2 1 4'-9 3" 3" 4'-1 "

LIVING 36X84 3'-0" 3'-0" 4 3'-6"

01 15-0 x 10-7 3 7 21 17 10'-0" " 2

1 1 " 5 6'-0" DORMER 6'-0" DORMER 2 1

" A4 2 1 5'-2 1 10'-0" 10'-0" 3'-6 4'-0" A3 7'-0" BEDROOM 7'-0" 15-0 X 15-0 "

02 03 2 22 1 5 3 1 3 3 1 4'-1 8" 7'-9 4" 4'-1 8" 3'-9 4" 4'-2 4"

8'-0" 16'-0" 8'-0"

8'-0" 8'-0" 6'-0" DORMER

4'-0" CLOSET EQ. EQ. 5'-6" 30X80 23

32X84 " 2 1 "

10" TREADS 3 2

1 1 15 1 3 2" 3 2" DN 7 16" RISE

8'-0" 8'-0" 8'-0" 8'-0" 4 1 2'-2 BEDROOM 32X84 2'-1" 3'-1" 13'-4 2" 17R 3'-8" 16

A2 8'-0" 36'-0" 16'-0" 15-0 X 11-6 1 1 1 16'-0" 32'-0" 5 2" 3 2" 5 2"

30X80 " " 8 2 1 3 6'-0" 2

1 3'-1 10'-2 "

24 2 A2 1 A2 BATH 8'-0" 3

30X80 SOUTH KINGSTOWN, RI FIRST FLOOR 6'-0" DORMER 60X80 " 4'-0" 8 2" 2"

1: A1 SCALE : 1 / 4 " = 1' - 0" 3 3'-3

" 48X80 "

25 2 2 14 15 1 1 3 3 12:12 12:12 4'-8" 3:12 1 A4 12:12 12:12 3:12 BEDROOM "

2 15-0 X 9-6 10'-0" 10'-0"

1 1

3 2'-4 2" 12:12 12:12 3:12 3:12 " 2 1

3:12 1

5'-0 3" 3" A3 12:12 12:12 4

A2 M E S R 11 12 13 2

12:12 12:12 1 1 1 A2 3'-0" 9'-0" 8'-0" 8'-0" 2'-1 2" 1'-5 2" 1'-10" 2'-3 2"

1 12:12 12:12 3'-7" 4'-1 2" SOUTH ROAD 1 3 2" 12'-0" 16'-0" 8'-0"

12:12 12:12 - - 3:12 3:12 1 PLAT: LOT: A3 DATE ISSUED: APRIL 10, 2021

1 A2 FLOOR PLANS 3:12 3:12 SECOND FLOOR ROOF PLAN 2: A1 SCALE : 1 / 4 " = 1' - 0" 1 3: A1 SCALE : 1 / 8 " = 1' - 0" A2 A1 THIS DRAWING IS COPYRIGHTED BY OCEAN STATE DRAFTING © 2020 MAY NOT BE SOLD, COPIED OR USED IN ANYWAY WITHOUT WRITTEN PERMISSION

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSRUCTION s 7 e 5 c 5 i 3 v . r 4 e 8 s

PEAK OF ROOF 2 . n 1 g i 0 s

1 4

e " A5 SMOOTH HARDIBOARD BOARD & BATTEN (WHITE) : 16

1 d 5 3 2" AZEK TRIM (WHITE) p 12 12 1 12 6'-9 d 12 A5 12 1X8 AZEK TRIM (WHITE) 12 |

12 n a m

TOP OF DORMER PLATE g

FLASH OVER TRIM c .

3 n

5 i

A5 4" X 8" AZEK TRIM (WHITE) g t 2'-2" f TOP OF SF PLATE 12 n i a

11 13 t

25 16 17 r f d a

14 15 r l

8'-2" 1 3 2" AZEK TRIM (WHITE) d a " r 6'-0" e

16 SMOOTH HARDIBOARD t 9 u " t

8 BOARD & BATTEN (WHITE) a 5 t c 28'-2 STANDING SEAM METAL ROOF (BLACK) s 1'-0 SECOND FLOOR SUBFLOOR e t n

12 12 i 3 3 12 TOP OF FF PLATE 4 3 a

12 h 3 A5 e c c r ocean state drafting o BOTTOM OF PORCH BEAMS a " 18" X 24" MAHOGANY BRACKETS 2'-0" 8

5 04 1'-6" 02 04

" 6X6 MAHOGANY POSTS 11'-2 16 10'-2" 9 7'-11

FIRST FLOOR SUBFLOOR " 8 5

2'-0 GRADE

1 1 401 . 782 . 2700 A3 A4

EAST ELEVATION NORTH ELEVATION 1: A2 SCALE : 1 / 4 " = 1' - 0" 2: A2 SCALE : 1 / 4 " = 1' - 0"

PEAK OF ROOF 12 12 12 12 " 16 5 12 6'-9 12 2 A5 TOP OF DORMER PLATE 2'-2" TOP OF SF PLATE 19 18 20 22 21 23 24 8'-2" SOUTH KINGSTOWN, RI 6'-0" " " 8 16 5 9

1'-0 SECOND FLOOR SUBFLOOR 28'-2 12 12 3 3 TOP OF FF PLATE 12 3 FLASH OVER TRIM 5 BOTTOM OF PORCH BEAMS 4" X 8" AZEK TRIM (WHITE) " 8

5 05 06 07 08 5 09 01 4" X 6" AZEK CORNERS (WHITE) " 11'-2 16 10'-2" 9

7'-11 5 4" X 4" AZEK TRIM (WHITE)

HARDIBOARD SMOOTH M E S R FIRST FLOOR SUBFLOOR CLAPBOARD SIDING (WHITE) " 8 5

2'-0 GRADE SOUTH ROAD 6X6 AZEK WRAP (WHITE) 1X10 AZEK (WHITE) 1 SCREEN PANELS 1 A4 A3 - - PLAT: LOT: DATE ISSUED: WEST ELEVATION SOUTH ELEVATION APRIL 10, 2021 3: A2 SCALE : 1 / 4 " = 1' - 0" 4: A2 SCALE : 1 / 4 " = 1' - 0" PROPOSED ELEVATIONS A2 THIS DRAWING IS COPYRIGHTED BY OCEAN STATE DRAFTING © 2020 MAY NOT BE SOLD, COPIED OR USED IN ANYWAY WITHOUT WRITTEN PERMISSION

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSRUCTION s 7 e 5 c 5 i 3 v . r 4 e 8 s

2 . CONTINUOUS RIDGE VENT n 1 g

14" LVL RIDGE i 0 s

PEAK OF ROOF 4

e : d p

d |

n a m

o g c . 12 n i " g t f 16 ROOF SYSTEM:

12 n 5 i

ARCHITECTURAL SHINGLES a t

12 r 6'-9 HENRY BLUESKIN RF200 f d 5/8" CDX PLY a

12 r 2x12's @ 16" o.c. l d VENTILATION BAFFELS a r e

R38 INSULATION OPEN CELL INSULATION t u

1 t 2" BLUE BOARD a t 1 c 2" IMPERIAL PLASTER VENEER s e t n TOP OF DORMER PLATE i a CEILING: 3 h e

2X10 COLLAR TIES @ 16" o.c. c c A5 r 1X3 FURRING @ 16" o.c. ocean state drafting o 1 a 2" BLUE BOARD 2'-2" 1 2" IMPERIAL PLASTER VENEER TOP OF SF PLATE

WALL SYSTEM:

BOARD & BATTEN SIDING 10'-0" HENRY BLUESKIN VP100 I AM 8'-2" 1/2" CDX PLYWOOD 5'8" 2X6'S @ 16" O.C. R-21 INSULATION

6'-0" 1 2" BLUE BOARD " IMPERIAL PLASTER VENEER 16 9 28'-2 401 . 782 . 2700

SECOND FLOOR SUBFLOOR

" 12 12 8

5 3 3 4

1'-0 TOP OF FF PLATE A5

BOTTOM OF PORCH BEAMS TYPICAL FLOOR SYSTEM: FINISHED FLOOR 3 4" ADVANTECH - GLUED & SCREWED TO JOISTS 7 11 8" I JOISTS @ 16" o.c. - SEE FRAMING PLANS PROVIDE OPTION FOR SOUND ATTENUATION 1X3 FURRING @ 16" O.C.

" 1

8 2" BLUE BOARD 5 IMPERIAL PLASTER VENEER 11'-2 10'-2" " 10'-0" 16 9 7'-11

TYPICAL FLOOR SYSTEM: FINISHED FLOOR 3 4" ADVANTECH - GLUED & SCREWED TO JOISTS 7 11 8" I JOISTS @ 16" o.c. - SEE FRAMING PLANS R30 INSULATION 6 5 A5 A5 FIRST FLOOR SUBFLOOR SOUTH KINGSTOWN, RI " 8 5 2'-0 GRADE

DECK SYSTEM: DECK BOARDS 2X10 PT SYP #1 @ 16" O.C. CRUSHED STONE LANDSCAPE BARRIER

CONCRETE SLAB

4" CONCRETE SLAB 7'-9" 6X6 W.W.M. 2" RIGID FOAM 6 MIL POLY V.B.

COMPACTED GRAVEL M E S R COMPACTED EARTH SOUTH ROAD FRONT CROSS SECTION 1: A3 SCALE : 1 / 2 " = 1' - 0" - - PLAT: LOT: DATE ISSUED: APRIL 10, 2021

CROSS SECTIONS

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSRUCTION s 7 e 5 c 5 i 3 v . r 4 e 8 s

2 . n 1 g i 0 s

PEAK OF ROOF 4

e : d p 12

1 |

12 A5 n a m

o g c . n i g t f n i a t r f " d 16 a 5 r l d a 8'-11 r e t u t a t c s e t n i a h e c c r ocean state drafting o a

TOP OF SF PLATE

10'-0" I AM 5'8" 6'-0" " 16 9 28'-2 401 . 782 . 2700

SECOND FLOOR SUBFLOOR 12 "

8 3 5

1'-0 TOP OF FF PLATE

BOTTOM OF PORCH BEAMS " 8 5 11'-2 10'-2" 10'-0"

8'-8" I AM 5'8" 8'-6"

FIRST FLOOR SUBFLOOR SOUTH KINGSTOWN, RI " 8 5 2'-0 GRADE 7'-9" M E S R SOUTH ROAD REAR CROSS SECTION 1: A4 SCALE : 1 / 2 " = 1' - 0" - - PLAT: LOT: DATE ISSUED: APRIL 10, 2021

CROSS SECTIONS

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSRUCTION s 7 e 5 c 5 i 3 v . 12 r 4 HENRY BLUESKIN RF200 e 8 s

5 2 8" T&G SHEATHING 12 . n 1 g i

36" ICE & WATER @ ALL EAVES & VALLEYS 0 s 4

R38 INSULATION 6X6 MAHOGANY POSTS e : d p

2X12 RAFTERS @ 16" O.C. d LEAD COATED COPPER DRIP EDGE DECKING, CONTRACTORS CHOICE |

n a MIN. 1" INSULATION BAFFLES m

" 3 1'-3 8" o 16 g 5 c 5 . n i g 2X BLOCKING BETWEEN RAFTERS t f

1x 8 AZEK n i a t r f d 5 1 a 5 9 4" LP 440 CEDAR TEXTURE 8" T&G SHEATHING r (2) 8" GALVANIZED THRU BOLTS l d AZEK VENTED SOFFIT (2) 2X10 PT BEAM a r GALVANIZED FACE NAILED JOIST HANGERS e t 2X FLY RAFTERS HENRY BLUESKIN RF200 u t a t c "

1X4 AZEK 135.00° " s 8 1 4 36" ICE & WATER @ ALL EDGES & VALLEYS e 3 t

4 n 4 1'-0 i

1'-4" MAIN ROOF a 3 LEAD COATED COPPER DRIP EDGE h 4 e 8" ON DORMERS " c c 2X10 PT JOISTS @ 16" O.C. r ocean state drafting o MIN. 1" INSULATION BAFFLES a R38 INSULATION IN RAFTERS WHERE NEEDED BEVELED 2X SUB FASCIA 1 7 4" AZEK

AZEK VENTED SOFFIT 2x12 GABLE RAFTER

1 FIRE BLOCKING 3 2" AZEK

10"

RAKE DETAIL 401 . 782 . 2700 1: A5 SCALE : 3 " = 1' - 0" DORMER EAVE 2: A5 SCALE : 3 " = 1' - 0" 12 PORCH POST @ BEAM 12 5: A5 SCALE : 3 " = 1' - 0" 12 3 R38 INSULATION 5 8" T&G SHEATHING 2X12 RAFTERS @ 16" O.C. 2X6 CEILING JOISTS 36" ICE & WATER ENTIRE LOWER ROOFS MIN. 1" INSULATION BAFFLES LEAD COATED COPPER DRIP EDGE 165.96° 2X BLOCKING BETWEEN RAFTERS 1 1 4 4" 10 4" BEAD BOARD CEILING 1 7 4" AZEK BUILDING WRAP LAPPED OVER LEDGER FLASHING BEVELED 2X SUB FASCIA

2" 3 1 1 4" GAP TO SIDING 3 2" X 7 4" LVL COR-A-VENT STURDI-STRIPS RAINSCREEN FURRING STRIPS I NSTALL @ 16" O.C. & PER MANUFACTURERS SPECIFICATIONS NOTCHED POSTS W/ 135.00° " " 8 5 1 4 (2) GALVANIZED " THRU BOLTS 3 4 8 4

AZEK VENTED SOFFIT SOUTH KINGSTOWN, RI AZEK TRIM RIPPED TO FIT 5 FULL PENETRATION 8" T&G SHEATHING 2X PADDING AZEK TRIM RIPPED TO FIT SPRAY FOAM RIM & SILL WRAP TOP OF LEDGER W/ ICE & WATER 1'-9 CONTINUOUS W/ FND. RIGID INSULATION 3 HENRY BLUESKIN RF200 16 5 " 8" HOT DIPPED GALVANIZED LAG SCREWS 8" o.c. STAGGERED 36" ICE & WATER @ ALL EDGES & VALLEYS 6X6 MAHOGANY POSTS GALVANIZED FACE NAILED JOIST HANGERS LEAD COATED COPPER DRIP EDGE 2X10 PT LEDGER 1 3 2" AZEK BEVELED 2X SUB FASCIA 1 7 4" AZEK TRIM

1 AZEK VENTED SOFFIT 2" STACKED GALVANIZED WASHERS

METAL SHEET FLASHING OVER ICE & WATER M E S R ICE & WATER

1'-4" SOUTH ROAD PORCH EAVE 4: A5 SCALE : 3 " = 1' - 0" - - PLAT: LOT: DATE ISSUED: APRIL 10, 2021 PORCH LEDGER TYPICAL EAVE 6: A5 SCALE : 3 " = 1' - 0" DETAILS 3: A5 SCALE : 3 " = 1' - 0" A5 THIS DRAWING IS COPYRIGHTED BY OCEAN STATE DRAFTING © 2020 MAY NOT BE SOLD, COPIED OR USED IN ANYWAY WITHOUT WRITTEN PERMISSION

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSRUCTION s 7 e 5 c 5

3 i 3 A2 v . r 4

LVL RIM JOIST e 8 (2) 2X6 PT SILL s

2 .

SILL SEALER n 1 R30 INSULATION g i 1 1 0 4'-0" 7'-9 4" 24'-0" 5'-9 4" s 4

1 1 3 :

3'-9 4" 8'-0" 11'-9 4" 4'-2 4" d p

d |

BASEMENT HOPPER, TYP. 6X6 PT POST n 10" a m

o g

GRADE c . n

SPRAY FOAM RIM & SILL i g CONTINUOUS W/ FND. RIGID INSULATION t

" f

4 n " 3 i

2 9'-10

SIMPSON ABU66Z POST a 1 t

" 5 7'-5 r 4 8" MIN. 9 8" ANCHOR BOLTS, INSTALL 48" o.c. / 12" MAX FROM ALL BASE INSTALL PER f 1 6'-5 16 " 1 d 4 1 " " CORNERS & OPENINGS, COUNTER SINK INTO SILL MANUFACTURERS SPECIFICATIONS a

8 3 8'-0 r

A4 l 15'-7 10" CONCRETE WALL d a 9'-0" 10'-2 ANCHOR BOLT AS NEEDED r BITUMINOUS DAMP PROOFING e

BY POST BASE t 30X30X12 CONCRETE FOOTING APPLIED FROM TOP OF FOOTING TO u t W/ (4) #4 REBAR @ 12" O.C. E/W a " t c 4 JUST BELOW GRADE LINE 1 s e 3'-9

1 t 3 2" LALLY COLUMN n i

12" CONCRETE a h 48" MIN. " 2

FILLED SONOTUBE e 1

4" PERFORATED PVC PERIMETER DRAIN c FULL 8'-0" POUR c ON COMPACTED IMPERVIOUS SOIL SURROUNDED r 5'-6 ocean state drafting o BY 4" GRAVEL ON TOP & SIDES a GRAVEL

" " (2) #5 CONTINUOUS HORIZONTAL REBAR TOP & BOTTOM 4 4 1 1 8'-2"

7'-9 7'-9 35'-9 " 40'-0" 16 FLOOR SYSTEM: 13 5 4" CONCRETE SLAB 16

" 32'-0" 2" RIGID FOAM " 32'-11 6 MIL POLY V.B. 4 3 16 A2 COMPACTED GRAVEL 3" 36'-0" 43'-3 COMPACTED EARTH 1'-0"

3" PORCH PIER

" " 2 CONCRETE FOOTING 3: S1 SCALE : 1 " = 1' - 0" 4 4 2'-0" 1 1 A2 (2) #5 CONTINUOUS HORIZONTAL REBAR 7'-9 7'-9 8'-2" #5 REBAR @ 30" o.c. 401 . 782 . 2700 DN 14R FOUNDATION DETAIL 2: S1 SCALE : 1 " = 1' - 0" 5'-0"

15'-7

1 3'-6" 8 " 10'-0" 10" 7'-6"

15 " 5 " " 16 16 4

1 1 16'-5 24'-4" 8'-11 4'-0" A3 3'-9 " " 4 4 3 3 2 2

16'-0" 8'-0" " 10'-11 7 8 " "

4 7 4 1 1

8'-0" 8 8'-0" 10'-11 " 7'-9 7'-9

1 1 7'-9 4" 7'-9 4" 3 3 2 4" 1 1 2 4" 8'-0" 7'-9 4" 7'-9 4" 8'-0" SOUTH KINGSTOWN, RI

1 FOUNDATION PLAN A2 1: S1 SCALE : 1 / 4 " = 1' - 0"

HOLD DOWN LOCATIONS = SHEAR WALL LOCATIONS = PROPOSED NEW WALLS = NEW MASONRY = NEW CONCRETE WALLS

= DIMENSION TO OUTSIDE OF STRUCTURE

= DIMENSION TO CENTERLINE OF STRUCTURE M E S R

= DIAGONAL TERMINATIONS SOUTH ROAD

- - PLAT: LOT: DATE ISSUED: APRIL 10, 2021

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSRUCTION s 7 e * TYP. HEADERS - UNLESS OTHERWISE NOTED * 5 c 5 3 (2) 1 3/4" X 9 1/2" INSULATED i 3 A2 v

* ALL SOLID SAWN LUMBER TO BE DOUGH-FIR #1 OR BETTER . r

* ALL LVL'S SPECIFIED AS BOISE CASCADE VERSA-LAM 2.0 3100SP 4 e

* ALL VC's SPECIFED AS BOISE CASCADE VERSA-COL 2750FB 8 s

2 . = POINT LOAD TRANSFERRED TO COLUMN BELOW n 1 = POINT LOAD TRANSFERRED TO BEAM FROM ABOVE g i 0

= HANGER s 4

HOLD DOWN LOCATIONS e C = COLUMN : d

= SHEAR WALL LOCATIONS p DB = DECK BEAM

d FB = FLOOR BEAM = NEW CONCRETE WALLS |

H = HEADER n a HP = HIP BEAM m

J = JOIST o g

LVL = LAMINATED VENEER LUMBER c . n

R = RAFTER i g RB = ROOF BEAM t f n i

TS = TUBE STEEL a t r

VC = VERSA-COL f

1 d VR = VALLEY RAFTER BEAM SIZE MATERIAL a

A4 l d a r RB1 - (2) 1.75x11.875 LVL e t u t TAG MEMBER QUANTITY a t c s e t n i a h e c c r ocean state drafting o a " LVL DROP BEAM 8 7

1 7 3 2" X 11 8" LVL 7" X 11 2X10 PT PORTICO FRAMING 1 1 3 3 2 X 3 2" X 16" STEEL COLUMNS 4 3 A2 A2 " LVL 8 (2) 2X10 PT BEAM 7 (2) 2X10 PT DROP BEAM BC AJS 25 @ 16" O.C.

" X 11 2 2 1 A2 3

401 . 782 . 2700

1 7 3 2" X 11 8" LVL " LVL DROP BEAM 8 7 2X10 PT SYP @ 16" O.C.

7" X 11 1 A4 BEARING WALL 3 7 1 4" X 11 8" LVL RIM BOARD 1 A3 1 1 3 2" X 7 4" LVL BELOW 1 1 1 7 5 4" X 5 4" VC POST 3 2" X 11 8" LVL TO CARRY TRUSSES ABOVE

2X10 PT LEDGER (2) 2X10 PT BEAM

(2) 2X10 PT BEAM SECURE W/ FASTENMASTER LEDGERLOKS (2) 2X10 PT BEAM BEARING WALL STAGGERED @ 12" O.C. 2X10 PT SYP @ 16" O.C.

(2) 2X10 PT BEAM 3 7 2X10 PT SYP @ 16" O.C. 1 4" X 11 8" LVL

ALL STUD POSTS 4 TO EQUAL WIDTH OF SUPPORTING BEAM " LVL HEADER " LVL BELOW

8 4X4 POST 4 UNLESS OTHERWISE NOTED 1 A2 7 3 7 (2) 2X10 PT BEAM (2) 2X10 PT BEAM 1 4" X 11 8" LVL " X 7 2 1 " X 11 4 3 1 BC AJS 25 @ 16" O.C. BC AJS 25 @ 16" O.C. 5 2 " LVL

8 A2 7 SOUTH KINGSTOWN, RI " X 11 4 3 1

1 BEARING WALL A2

BEARING WALL 1 1 5 4" X 5 4" VC POST 1 1 1 7 3 2" X 7 4" LVL BELOW TO CARRY TRUSSES ABOVE 3 2" X 11 8" LVL FIRST FLOOR FRAMING 1: S2 SCALE : 1 / 4 " = 1' - 0"

1 A3 M E S R SOUTH ROAD

- - PLAT: LOT: DATE ISSUED: APRIL 10, 2021

FRAMING PLANS

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSRUCTION s 7 e * TYP. HEADERS - UNLESS OTHERWISE NOTED * 5 c 5 3 (2) 1 3/4" X 9 1/2" INSULATED i 3 A2 v 5 5 * ALL SOLID SAWN LUMBER TO BE DOUGH-FIR #1 OR BETTER . 8" CDX SHEATHING OR 8" ZIP SYSTEM, r

MINIMUM CONTINUOUS FROM 16' * ALL LVL'S SPECIFIED AS BOISE CASCADE VERSA-LAM 2.0 3100SP 4 e

FROM CAPPLATE. SECURE WITH 8d * ALL VC's SPECIFED AS BOISE CASCADE VERSA-COL 2750FB 8 s

NAILS SPACED 6" o.c. EDGE AND 2

6" o.c. FIELD. DOUBLE BLOCK AT ALL JOINTS . = POINT LOAD TRANSFERRED TO COLUMN BELOW n 1 = POINT LOAD TRANSFERRED TO BEAM FROM ABOVE g i 0

= HANGER s 4 16" MIN.

HOLD DOWN LOCATIONS e C = COLUMN : d

= SHEAR WALL LOCATIONS p DB = DECK BEAM

d FB = FLOOR BEAM = NEW CONCRETE WALLS |

H = HEADER n a DBL 2X12 DBL 2X12 HP = HIP BEAM m

J = JOIST o

2X12 g CAP PLATE TO STUD LVL = LAMINATED VENEER LUMBER c . 2X12 n R = RAFTER i g t

2X12 2X12 RB = ROOF BEAM f 2X12 2X12 n i

TS = TUBE STEEL a t " X 14" LVL " LVL 4 1 4 r

VC = VERSA-COL f 3

1 d 1 2X12 " X 7 VR = VALLEY RAFTER BEAM SIZE MATERIAL a 1 2

A4 r 3 l 2X12 d a r DBL 2X12 RB1 - (2) 1.75x11.875 LVL e t TRIPLE STUD BELOW TRUSS @ WALL u t TAG MEMBER QUANTITY a t c s

REFER TO DETAIL 2:S3 FOR TRUSS DETAIL e 16" MIN. t n i a h e c c r ocean state drafting o a

2X12 (2) 2X12

2X12 SIMPSON H10A RAFTER SEE PLAN

" X 14" LVL (2) 2X12

2X12 4 TO PLATE CONNECTIONS 3 DBL 2X12 DBL 2X12 1 5 5 INSTALL PER MANUFACTURERS 8" CDX SHEATHING OR 8" ZIP SYSTEM, 2X12 MINIMUM SECURE WITH 8d NAILS SPECIFICATIONS SPACED 6" o.c. EDGE AND 6" o.c. FIELD. 2X8 PORTICO FRAMING DOUBLE BLOCK AT ALL JOINTS 3 3 3 3 4 1 4" X 14" LVL 1 4" X 14" LVL 1 4" X 14" LVL 1 4" X 14" LVL A2 16" MIN. NOTE: SHEATHING LAP MAY BE REDUCED TO 12" PROVIDED EDGE NAILING SET AT 4" o.c.

2X12 2 (2) 2X12 2X12 A2 STUD TO STUD THROUGH RIM BOARD (2) 2X12 DBL 2X12 " X 14" LVL 4

3 401 . 782 . 2700 1 2X12

5 5 8" CDX SHEATHING OR 8" ZIP SYSTEM, MINIMUM CONTINUOUS FROM 18" ABOVE SILL TO FULL DEPTH OF RIM. SECURE WITH 8d NAILS SPACED 6" o.c. EDGE AND 6" o.c. FIELD CONNECT WITH 2 ROW 8d NAILS AT 6" o.c. INTO RIM JOIST. DOUBLE BLOCK AT ALL JOINTS 16" MIN. " LVL 4 " X 14" LVL 1 4 3 1 " X 7 2 1 3 1 A3 " LVL 4 1 " X 7 2 1 3 SIMPSON HU14 HANGER 3 1 RIM TO SILL AND STUD TO RIM JOIST 2 " LVL " X 7 14" LVL RIDGE 1 4 1 4 " X 7 " LVL 1 2 3

4X4 POST, NOTCHED INTO RAFTERS

1 1 3 2" X 7 4" LVL

1 (2) 2X12 RAFTER A2 W/ COLLAR TIE SANDWICHED BETWEEN

INFILL FRAMING BETWEEN RAFTERS SOUTH KINGSTOWN, RI MAIN ROOF RAFTER - 2X12 DF #1 @ 16" O.C. W/ 2X10 COLLAR TIES @ 16" O.C. LOWER ROOF RAFTERS - 2XU DF #1 @ 16" O.C. ROOF FRAMING SECURE W/ (6) FASTENMASTER THRULOKS 1: S3 SCALE : 1 / 4 " = 1' - 0" SECURE POST TO COLLAR TIE W/ FASTENMASTER TIMBERLOKS

2X12 COLLAR TIE SANDWICHED BETWEEN RAFTERS

48" PAD OUT FRAMING EACH SIDE, SECURE W/ FASTENMASTER HEADLOKS STAGGERED @ 12" O.C. EACH SIDE 48" 48"

TO GABLE END WALL FRAMING 4" o.c. M E S R SLOPE

RIDGE 48" SOUTH ROAD 48" NOTE: INSTALL ALL FASTERMASTER PRODUCTS PER MANUFACTURERS SPECIFICATIONS TO GABLE END

WALL FRAMING 4" o.c. SLOPE 48" 48" - - PLAT: LOT: DATE ISSUED: APRIL 10, 2021 48"

NOTE: SHEATHING MUST BE ATTACHED TO 3 RAFTERS. NO TWO (2) FOOT OR 16" LENGTHS PERMITTED TRUSS DETAIL FRAMING PLANS NAILS REQUIRED 8 D 2: S3 SCALE : 1 " = 1' - 0" = 6" o.c. EDGES & INTERMEDIATE SUPPORTS, EXCEPT 4" o.c. GABLE END WALL FRAMING (2) MTS12's PER TRUSS @ PLATE CONNECTION

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSRUCTION