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2 x 4 ext walls

CONSTRUCTION NOTES GENERAL NOTES: BUILDING INFORMATION Revision Table 1. ALL DESIGN, MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE: VIRGINIA IRC 2012 Number Date Revised By Description INTERNATIONAL RESIDENTIAL CODE (VIRGINIA IRC 2012) 1 6/1/2018 kal Moved bonus rm wall to align with mudroom wall below BUILDING CLASSIFICATION SINGLE FAMILY 2. THE BUILDER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL DIMENSIONS AND DETAILS BEFORE STARTING 2 9/5/2018 kal MISC PLAN CHANGES WORK. SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER 3 10/1/2018 kal Reverse plan (garage left) WIND SPEED GROUND DESIGN Frost line UNDERLAYMENT (MPH) 3. THE BUILDER SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL LOCAL BUILDING CODES. SNOW LOAD CATEGORY Weathering depth Termite REQUIRED 20 90 A SEVERE 24 MOD-HVY YES 4. THE BUILDER SHALL HIRE A PROFESSIONAL ENGINEER TO PROVIDE A REPORT, INCLUDING BORING RESULTS OF SAMPLES TAKEN ON THE BUILDING LOT. WHEN EXPANSIVE AT ANY EXTENT, OR OTHER SOIL ABNORMALITIES THAT DESIGN LOADS WOULD AFFECT THE STABILITY OF THE STRUCTURE AS BE DETERMINED, THE ENGINEER SHALL DESIGN ALL FOOTINGS AND MAX BASEMENT WALLS. LIVE DEAD DEFLECTION FLOOR LOADS 5. THE BUILDER SHALL COORDINATE ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL WORK WITH THE ALL ROOMS EXCEPT THOSE USED FOR 40 P.S.F. 10 P.S.F. L / 360 STRUCTURAL CONTRACT DRAWINGS. SLEEPING AREAS AND ATTIC FLOORS

ALL ROOMS USED FOR SLEEPING AREAS 6. THE BUILDER SHALL DETERMINE AND VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES PRIOR TO THE 30 P.S.F. 10 P.S.F. L / 360 COMMENCEMENT OF WORK. AND ATTIC FLOORS

7. THE BUILDER SHALL DETERMINE AND VERIFY ALL SITE CONDITIONS AND FIELD VERIFYING DIMENSIONS BEFORE THE CEILING LOADS 20 P.S.F. 10 P.S.F. L / 240 COMMENCEMENT OF WORK. THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES OR THIS PLAN SET COPYRIGHT BY DEVIATIONS FROM THE DRAWINGS. ROOF LOADS THE DESIGN GUY NO FINISHED CEILING THE INFORMATION AND DESIGNS 8. SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS SHALL BE CONSIDERED TYPICAL FOR SIMILAR 20 P.S.F. 10 P.S.F. L / 180 LIGHT ROOF COVERING CANNOT BE USED OR REPRODUCED CONDITIONS. IN SUPPORTING GYPSUM CEILING 20 P.S.F. 10 P.S.F. L / 240 WHOLE OR PART WITHOUT EXPRESS 9. THE BUILDER SHALL PROVIDE ALL SHORING, BRACING, AND TEMPORARY SYSTEMS REQUIRED TO STABILIZE AND PROTECT LIGHT ROOF COVERING WRITTEN CONSENT. EXISTING STRUCTURES AND SYSTEMS DURING THE COURSE OF CONSTRUCTION. © 2018 ALL RIGHTS RESERVED DECK LOADS 40 P.S.F. 10 P.S.F. L / 360 10. THESE DRAWINGS ARE CREATED TO PROVIDE DESIGN INTENT ONLY. THESE PLANS ARE NOT INTENDED TO SHOW EVERY DETAIL OR PROVIDE ALL THE INFORMATION REQUIRED TO COMPLETE THE CONSTRUCTION OF THIS PROJECT. MUCH OF THE DETAIL INFORMATION SHOULD BE DETERMINED BY THE OWNER AND THE BUILDER JOINTLY. T

TRUSS DESIGN CRITERIA F E L

11. CUSTOM HOMES / ADDITIONS AND THEIR WORKING DRAWINGS SHOULD BE CONSIDERED EQUIVALENT TO "PROTOTYPE" MANUFACTURING AND AS SUCH THERE MAY BE SOME FIELD ADJUSTMENTS NEEDED. WIND HEIGHT EXPOSURE CLASS T A

D

90 MPH 25' B E

12. THE BUILDER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION SHALL BE PLUMB, & LEVEL. THE : T A BUILDER SHALL AT THEIR EXPENSE REPAIR, REPLACE OR REBUILD ANY PORTION OF THE CONSTRUCTION THAT DOES NOT O T C MEET THE ABOVE STANDARD. I D D E N I

S N FOOTING NOTES: INSULATION R-VALUES N E O I C T I L 1. ENGINEERS FOOTING DESIGNS BASED ON THE SOIL REPORT SHALL OVERRIDE THE FOOTING SIZES AND STEEL ELEMENT NEW HOMES , ADDITIONS SUNROOMS A

C REINFORCING SHOWN ON THESE PLANS. N O CEILINGS R-38 R-38 E L E

B T 2. ALL CONTINUOUS FOOTING SHALL HAVE 2 ROWS #4 REINFORCING BARS UNLESS NOTED OTHERWISE. A S WALLS ( FRAMED) R-15 (2 X 4) / R-19 (2 X 6) R-15 (2 X 4) / R-19 (2 X 6) A D L H I 3. FOOTINGS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR ENGINEERED COMPACTED FILL WITH AN ALLOWABLE BEARING FRONT ELEVATION PERSPECTIVE U

FLOORS (WOOD FRAMED) R-19 / R-38 @ CANTILEVER R-19 N B

PRESSURE OF 1500 PSF. VERIFY SOIL CAPACITY BEFORE BEGINNING ANY WORK. A

L E P

SLAB ON GRADE R-10 R-10 M I

4. NORMAL-WEIGHT CONCRETE WITH PORTLAND CEMENT, TYPE I, OR TYPE IIA (AIR- ENTRAINING), OR TYPE II WITH THE S I T

H ADDITION OF AIR-ENTRAINING ADMIXTURE. 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI CONDITIONED CRAWL SPACE R-10 / R-13(2) ) 1 T ( WALLS

FOUNDATION NOTES: E N O

U-FACTORS

1. MORTAR SHALL BE TYPE M OR S. A

WINDOWS / DOORS 0.35 0.50 R

CONCRETE SLAB NOTES: O SKYLIGHTS 0.60 0.75 F 1. CONCRETE USED IN GARAGE SLABS AND ALL EXTERIOR CONCRETE WORK SHALL BE 3500 PSI AIR ENTRAINED.

8

1 ,ENGINEERED PRODUCTS AND STEEL GRADES NOTES: 0 2 / 3 / 1. LUMBER FOR ALL BEAMS, HEADERS, JOIST, AND RAFTERS SHALL BE SOUTHERN NO. 2, OR EQUAL, UNLESS NOTED 0 1

OTHERWISE. (UNO)

: D

E 2. LUMBER FOR 2 X 4 AND 2 X 6 STUDS SHALL BE STUD GRADE -PINE-, OR EQUAL, UNLESS NOTED OTHERWISE. T

N (UNO) I OUTSIDE (2) 9-1/2" LVL (NJ2) W R P

3. LUMBER FOR 2 X 4 AND 2 X 6 WALL PLATES SHALL BE SPRUCE-PINE-FIR #2 OR BETTER, UNLESS NOTED OTHERWISE. (UNO) O

E NUMBER OF JACKS T NUMBER OF PIECES L

A EACH SIDE UNDER O L

4. (LVL) SHALL BE 1-3/4" WIDE, 1.9 E MIN. I D

HEADER I T 8 / E HEADER SIZE A 6 T

P I

5. STEEL PLATES AND ANGLES SHALL BE ASTM A36 W X L

E 0 5 G /

HEIGHT 1 DOOR E 6

6. STEEL BEAMS SHALL BE ASTM A992-50 N FEET / INCHES I TYPE H STRUCTURAL WOOD NOTES: H WIDTH T 1. ALL BEAMS AND GIRDER TRUSS SHALL BE SUPPORTED BY A MINIMUM OF (3) STUDS AT EACH END OF BEAM IF NOT FEET / INCHES DESIGNATED ON THE PLANS. SUPPORT TO BE CONTINUOUS TO FOUNDATION OR OTHER SUPPORT BELOW. DIMENSION TO GLASS PATTERN CENTERLINE OF 2. FLITCH PLATE BEAMS WITH (1) ONE PIECE OF STEEL SHALL BE SANDWICHED BETWEEN (2) PIECES OF LUMBER. WHEN TWO UNIT (2) PIECES OF PLATE ARE CALLED FOR THE PLACEMENT SHALL BE "LUMBER, STEEL PLATE, LUMBER,STEEL PLATE, LUMBER. EACH PIECE OF LUMBER AND STEEL SHALL BE CONTINUOUS FOR THE ENTIRE SPAN. THE BEAM SHALL BE THROUGH BOLTED EXTERIOR DOOR INFORMATION WITH 1/2" DIAMETER BOLTS IN TWO ROWS, STAGGERED AT 16" ON CENTER,WITH TWO BOLTS AT EACH END. FLOOR FRAMING NOTES: PERMIT PLAN 1. BLOCKING UNDER ALL BEAM ENDS AND GIRDER TRUSS BEARING POINTS. RELEASED FOR 2. 2 X JOIST (SOLID SAWN LUMBER) OUTSIDE (2) 2 X 12 (NJ2) CONSTRUCTION a. PROVIDE DOUBLE JOIST OR BLOCKING UNDER ALL PARALLEL PARTITIONS. b. PROVIDE PRESSURE TREATED BAND AT ALL STOOPS, PORCHES AND DECKS. NUMBER OF JACKS NUMBER OF PIECES EACH SIDE UNDER HEADER

3. I-JOIST 2 HEADER SIZE / 5 N

a. PROVIDE BLOCKING PANELS OR SOLID BLOCKING AT UNDER ALL BEARING WALLS. I H /

X SQUARE FOOTAGE

b. ALWAYS USE AND FOLLOW THE JOIST MANUFACTURERS INSTALLATION INSTRUCTIONS AND DETAILS. W D

8 NUMBER OF UNITS T c. VERIFY THE I-JOIST ARE OF THE SAME MANUFACTURER, SIZE, AND TYPE AS DESIGNATED ON THE FLOOR FRAMING PLANS HEIGHT / REVISED 9/29/2018 2 WIDE BEFORE STARTING FLOOR FRAMING. FEET / INCHES

WALL FRAMING NOTES: WIDTH TYPE OF WINDOW FEET / INCHES 1ST FLOOR 2648 SF 1. ALL EXTERIOR WALLS ARE 4" IN THICKNESS UNLESS NOTED OTHERWISE (UNO). THE WALL IS COMPOSED OF A 3-1/2" STUD + DIMENSION TO BONUS 528 SF 1/2" WALL SHEATHING. WHEN A 6" WALL IS NOTED THE WALL IS COMPOSED OF A 5-1/2" STUD + 1/2" WALL SHEATHING. CENTERLINE OF TOTAL 3176 SF 2. ALL INTERIOR WALLS ARE 3-1/2" IN THICKNESS UNLESS NOTED OTHERWISE (UNO). UNIT WINDOW INFORMATION OTHER AREAS 3. HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS WITH A SPAN OF LESS THAN 4'-0" SHALL BE 2 X 10 UNLESS NOTED OTHERWISE (UNO). GARAGE 668 SF WALL FRAMING NOTES: 4. HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS WITH A SPAN OF 4'-0" OR GREATER ARE NOTED ON PLANS AT EACH REAR PORCH 316 SF OPENING. SHOULD A HEADER NOT BE DENOTED FOR SIZE, CALL SD & D DESIGNS AT (804) 768-9590 FOR HEADER SIZING. 1. ALL EXTERIOR WALLS ARE 6" IN THICKNESS UNLESS NOTED OTHERWISE (UNO). THE WALL IS COMPOSED OF A 5-1/2" STUD + NUMBER OF PIECES HEADER SIZE FRONT PORCH 155 SF 1/2" WALL SHEATHING. WHEN A 4" WALL IS NOTED THE WALL IS COMPOSED OF A 3-1/2" STUD + 1/2" WALL SHEATHING. LAYOUT PAGES 5. THE NUMBER JACKS UNDER HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE PAGE # TITLE 2. ALL INTERIOR WALLS ARE 3-1/2" IN THICKNESS UNLESS NOTED OTHERWISE (UNO). AS FOLLOWS UNLESS NOTED OTHERWISE (UNO). UP TO 3'-6" OPENING (1) ONE JACK EACH SIDE OF HEADER OVER 3'-6" TO 6'-0" (2) 2X6 (2) JACKS EACH SIDE OF OPENING. 6'-0" AND OVER THE NUMBER OF JACKS WILL BE DENOTED ON THE PLANS. SHOULD THE 1 PROJECT INFORMATION 4/0 DD 3. HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS WITH A SPAN OF LESS THAN 4'-0" SHALL BE 2 X 10 UNLESS NOTED JACKS NOT BE DENOTED FOR SIZE, CALL SD & D DESIGNS AT (804) 768-9590 FOR THE JACK REQUIREMENTS. 2 ELEVATIONS WIDTH OTHERWISE (UNO). DOOR TYPE 3 FOUNDATION & DECK DETAILS ROOF FRAMING NOTES: FEET/INCHES 12" TRANSOM 4 MAIN LIVING LEVEL 4. HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS WITH A SPAN OF 4'-0" OR GREATER ARE NOTED ON PLANS AT EACH ABOVE OPENING. SHOULD A HEADER NOT BE DENOTED FOR SIZE, CALL SD & D DESIGNS AT (804) 768-9590 FOR HEADER SIZING. TRUSS ROOF OTHER INFORMATION 5 BONUS ROOM & SECTION E & TYPICAL& DECK SECTIONS DATE: 10/3/2018 1. THE MANUFACTURER OF THE PRE- TRUSSES SHALL PROVIDE DRAWINGS OF EACH TRUSS SEALED BY A INTERIOR DOOR INFORMATION 6 ROOF PLAN & TRUSS PROFILE CT4 PROFESSIONAL ENGINEER IN THE STATE OF CONSTRUCTION. TRUSS DRAWINGS,REQUIREMENTS, INCLUDING A SEPARATE LIST 5. THE NUMBER JACKS UNDER HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE 7 SECTIONS SCALE: 1/4" = 1' AS FOLLOWS UNLESS NOTED OTHERWISE (UNO). UP TO 3'-6" OPENING (1) ONE JACK EACH SIDE OF HEADER OVER 3'-6" TO 6'-0" OF ITEMS REQUIRING SPECIAL ATTENTION BY THE BUILDING DESIGNER AND ITEMS LISTED BELOW AS 2(B) SHALL BE PROVIDED 8 BWP LAYOUTS & CALCS (2) JACKS EACH SIDE OF OPENING. 6'-0" AND OVER THE NUMBER OF JACKS WILL BE DENOTED ON THE PLANS. SHOULD THE TO SD & D DESIGNS FOR REVIEW AND APPROVAL PRIOR TO HAVING THE THE DRAWINGS APPROVED BY THE BUILDER , SEALED STRUCTURAL NOTE BY: K.A.L. JACKS NOT BE DENOTED FOR SIZE, CALL SD & D DESIGNS AT (804) 768-9590 FOR THE JACK REQUIREMENTS. OR FABRICATED. THE NUMBER IS PLAN #: 26015 2. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR PROVIDING INSTALLATION DETAILS FOR ALL TRUSSES; POUNDS IN KIPS (A) INCLUDING THE DESIGN AND LOCATION OF ALL TEMPORARY AND PERMANENT BRACING. 11300 POUNDS (B) INCLUDING THE DESIGN AND LOCATION ALL TRUSS HANGERS, BEARING ENHANCER'S AND OR CONNECTORS AS NEEDED 11.3 1 KIP = 1000 LBS FOR ALL TRUSS SUPPLIED. PROJECT INFORMATION

PAGE 1 of 8 ELECTRICAL SERVICE NOTES:

THE BUILDER SHALL BE RESPONSIBLE FOR UPGRADING THE ELECTRICAL SERVICE INCLUDING SERVICE CABLE(S) , BREAKER PANELS, ETC TO CURRENT CODES ADDITION & REMODEL NOTES:

1. THE CONTRACTOR MUST INSPECT THE PROPERTY. SUBMISSION OF A BID IS PRESUMPTIVE EVIDENCE THAT THE BIDDER HAS THOROUGHLY EXAMINED THE SITE AND IS CONVERSANT WITH THE REQUIREMENTS OF THE LOCAL JURISDICTION.

2. ALL VISIBLE MATERIALS USED IN THIS PROJECT SHALL MATCH THE DESIGN, COLOR, TEXTURE, AND MATERIALS OF THE ORIGINAL CONSTRUCTION OR GET WRITTEN APPROVAL FROM THE OWNER(S) ALLOWING THE CHANGE. 12 33.69° 8

THIS PLAN SET COPYRIGHT BY THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. REAR ELEVATION © 2018 ALL RIGHTS RESERVED 12 SCALE 1/8" = 1 FT 12 33.69° 33.69°

8 8 T F E L

T A

12 D

18.43 E

4 : T A O T C I

D D E N I

S N N E O I C T I L A

C N O E L E

B T

A S

A D L H I

U N B A

L E P

M I S I T

H ) 1 T

LEFT ELEVATION (

SCALE = 1/8 IN = 1 FT RIGHT ELEVATION E SCALE 1/8" = 1FT N O

A

R O F

8 1 0 2 / 3 / 0 1

: D E T N I W R P

O E T L A L D I W

E H T

RIDGE VENT (TYP)

12 +/- PERMIT PLAN 4½ 12 12 RELEASED FOR 45° CONSTRUCTION 45° BOARD & (TYP) 12 12

CEILING SQUARE FOOTAGE REVISED 9/29/2018 " R 2 12 / D 1 H

1ST FLOOR 2648 SF " 1 W - 0 ' - O ' 8 45° D 7

N BONUS 528 SF I

BOARD & BATTEN SHUTTERS W 12 TOTAL 3176 SF 1 X 8 CEILING OTHER AREAS

" BONUS FLOOR 4

/ GARAGE 3 668 SF

4 - ' GARAGE CEILING 1 REAR PORCH 316 SF

FRONT PORCH 155 SF " 2 / R 1

D 1 H - "

1 X 4 TYP WINDOWS & DOORS ' 6 " 9 W - ' 0 - O 7 ' D 7 N I W

DATE: 10/3/2018

1ST FLOOR STONE CAP SCALE: 1/4" = 1'

GUARD / HANDRAILS ONLY IF BY: K.A.L. REQUIRED PER GRADE PLAN #: 26015

ELEVATIONS FRONT ELEVATION SCALE = 1/4 in = 1 ft PAGE 2 of 8 B 7 78'-0" OPTIONAL DRESS BAND D C 7 7 PIER BEYOND BLOCKING 63'-0" 15'-0"

20'-0" 43'-0" VENT (TYP) 5'-0" 5'-4" 5'-6" 5'-0" 6'-0" 4'-2" PLAN VIEW

3'-4" 16'-8" POST CONNECTION OVER PIER " 12" X 12" BRICK PIER 2

FND A / A

1 OVER 24" X 24" X 8"

0 7

- (1) 2 X 8 TRT'D BAND 2500 PSI CONC. FTG '

5 (TYP) "

T BACKFILL AS . 9 " - S ) ' I 2 C P 7

REQUIRED. / . THIS PLAN SET COPYRIGHT BY O

D21 1 Y

J O T

TERMITE TREAT. - 4 ( 31'-4" " I " - THE DESIGN GUY

' 0 " 2 F T - 6 . GROUND COVER WITH ' 8 N

9 THE INFORMATION AND DESIGNS

11'-11 1/2" 19'-4 1/2" 0 11'-8" " / E

1 6 MIL. POLY.

7 1 2 7

/ V CANNOT BE USED OR REPRODUCED 1 1 @

. 1

8 IN D - ' C ' 3'-11 1/2" . T 2 VENT (TYP) VENT (TYP)

R WHOLE OR PART WITHOUT EXPRESS O T

"

"

1 WRITTEN CONSENT. 8 6 -

' 1 6 " X

© 2018 ALL RIGHTS RESERVED 1 2 2 @ / 1 8'-10 1/ 2" 10'-6" " " 7 - 2 2 '

/ (3) 2 X 10 / 8" 1'-0" 1'-0" 2 TRT'D BAND 1 1 6'-4" 5'-6" 5'-6" 7 7 " - -

' ' FND A 2 T / 4 4 " " 1 F

0 0 1

NOTE: - - E ' '

" 6'-9 1/2"

7'-7" 5'-0" 1 2 2 L - 4 '

- " 4" 3500 PSI CONCRETE ' 6 T 8 2 /

W/ MESH OVER A

1

3 6 MIL POLY. D - ' E

(1) 1-3/4" X 11-7/8" LVL 0 FILL AS REQUIRED. ) : T 1 UNDER LOAD BEARING WALL P A O " PIER A TERMITE TREAT. Y T 9 T C ( (3) 2 X 10 GIRDER - I

' 12" X 12" BRICK PIER ON 24" X 24" X 8" 2500 PSI. CONC. FTG. W/ T 3 D D

(TYP) 1 N E

(2) #4 REBAR E.W. N E

F26 F26 F26 I

S V T

USE SIMPSON PA68 OR SIMILAR HOLD DOWN SEE DETAIL D21 . " N N S I 4 C - E . O ' I O 3

3'-4" C J O T I

PIER B - " I "

L 0 A " 2

- ' 12" X 12" BRICK PIER ON 24" X 20" X 8" 2500 PSI. CONC. FTG. W/ . VENT (TYP) 8 C 5 9 N / 3 1 O 7

(2) #4 REBAR E.W. E SCALE = 1/4 in = 1 ft

(3) 2 X 10 GIRDER L " E 1

@

BOTTOM OF FOOTING TO MATCH BOTTOM OF HOUSE FTG OR 5 12" X 12" PIER 1 B T -

' (TYP)

5 A WALL FTG SOLID BLOCK H S

T I A USE SIMPSON PA68 OR SIMILAR HOLD DOWN SEE DETAIL D21 @ TOP COURSE D W L H

I FOOTING SCHEDULE F26 F26 F26 F26 (TYP) F26 F26 F26 F26 N S U N R S O E PIER C B A E I

T P L C E

12" X 12" BRICK PIER ON 20" X 20" X 8" 2500 PSI. CONC. FTG. W/ U A

LOAD FOOTING P C S

M C I

(2) #4 REBAR E.W. A S B

LABEL CAPACITY SIZE REINFORCING I T O "

O L 2 H )

BOTTOM OF FOOTING TO MATCH BOTTOM OF HOUSE FTG OR 8" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" J 3 1 T Y

F12 1500# 12'x12"x10" NONE 6'-8" 7'-2" 8'-0" 7'-0" 7'-0" 7'-0" 7'-0" 6'-8" 14'-10" ( F

WALL FTG I R E "

USE SIMPSON PA68 OR SIMILAR HOLD DOWN SEE DETAIL D21 E 2 F16 2600# 16'x16"x10" #4 @ 10" EW SLOPE FLOOR N V / 1 TO DOOR O

6000# 7

F24 #4 @ 8" EW A

24"x24"x10" - '

0 R 1

F30 9300# 30"x30x10" #4 @ 7" EW O F

CHESTERFIELD COUNTY ONLY 1'-0" 8" "

6'-2" 7'-0" 2

F34 10000# 34"x34"x12" #4 @ 7" EW /

1

" 8 7 2 " " - 1 ' INTERIOR FOOTINGS TO BE CONTINUOUS F26 F26 / F36 12000# 36"x36"x12" #4 @ 7" EW 6 6 - - 8 0 1 T ' ' .

3 S 2 2 20" W X 8" D CONTINUOUS 2 3 " I " / " C - 1 1 ' 0 . 2 2 3 - F42 16000# 42"x42"x12" #4 @ 7" EW O - 0 ' 2500 PSI. CONC. - / ' ' J O 4 1 4

1 - 0 I "

W/ (2) ROWS #4 REBAR 2 1 2

1 2 "

F48 21000# 48"x48"x12" (4)#4 @ 7" EW .

8

9 / : 1 7

D F54 26000# 54"x54"x12" (4)#4 @ 7" EW " 1 2 @ E - ' 1 T 8 (3) 2 X 10 GIRDER 1

N F60 31000#

60"x60"x12" (4)#4 @ 7" EW )

I (TYP) W

P (3) 2 X 10 GIRDER R " Y 4 T P (TYP) " - ( '

O

2

NOTES: 4 T / E 6 1

N F26 F26 F26 F26 F26 F26 T

L " E 1 A 2 1) CONC STRENGTH TO BE 2500 PSI @ 28 DAYS - " FND A ' V / L 8 3 D 1 - '

2) RNFC STEEL SHALL BE A-615 GRADE 40 I 6 2 4 -

PLACED 3" FROM BOTTOM OF FOOTING ' 0 " 1 3) SOIL BEARING PRESSURE 1500 PSF 8 W ) - '

P 1 4) BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE " Y 8 " BELOW FROST DEPTH LISTED IN DESIGN CRITERIA. T E ( 8

- ' 5) ENGINEERS REPORT OVERRIDES ALL FOOTING SIZES T 5 N 8" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" H 8'-8" 5'-0" 8'-2" 7'-0" 7'-0" 7'-0" 7'-0" 7'-6" E STEP PAD V " T 1 -

AS REQUIRED ' 3 FOUNDATION SCHEDULE FOUNDATION SCHEDULE FND B " " 1 0 - - '

' FND A 9 FND A 1 10'-0" BACKFILL AS " 4" BLOCK & 4" BRICK 2

4" BLOCK & 4" BRICK " / " 0

REQUIRED. 1 16" X 8" 2500 PSI FOOTING W/ (2) #4 REBAR 0 FND E -

NOTE: WH ' T 18" X 10" 2500 PSI FOOTING W/ (2) #4 REBAR 1 0 . 4 - - ' TERMITE TREAT. S ' I 1 CULTURED STONE CAPPED C 3 4 4" 3500 PSI CONCRETE . FND B O GROUND COVER WITH 1 ) J FND B O P W/ FIBER MESH OVER - 3'-6" 8'-0" 3'-6" " I 6 MIL. POLY. " 8" BLOCK

Y 4 " 2

8" BLOCK T - 6 MIL POLY. . ' ( 8

9 16" X 8" 2500 PSI FOOTING W/ (2) #4 REBAR 7 / T

18" X 10" 2500 PSI FOOTING W/ (2) #4 REBAR FILL AS REQUIRED. 1 7

PERMIT PLAN "

N ' 8 1 E @ "

TERMITE TREAT. - '

0 10.2 1

0 FND C V 9 - RELEASED FOR FND C ' " 9

4 6" BLOCK & 4" BRICK VENEER - 6" BLOCK & 4" BRICK VENEER FOOTING CONTRACTOR TO ' DIMENSIONS TO BLOCK 13'-0 1/8" 6'-11" 12'-11" 5'-3 7/8" 3 20" X 10C" O25N00S PTSI RFOUOCTINTGIO WN/ (3) #4 REBAR 20" X 10" 2500 PSI FOOTING W/ (3) #4 REBAR F36 INSTALL UFER GROUNDING. STONE APPLIED OUTSIDE FIELD VERIFY LOCATION

" FND D FND D 2 / FND B 1 8" BLOCK & 4" BRICK VENEER

8" BLOCK & 4" BRICK VENEER " 3 8 4" OFFSET -

' 24" X 12" 2500 PSI FOOTING W/ (3) #4 REBAR - '

24" X 12" 2500 PSI FOOTING W/ (3) #4 REBAR 2 GARAGE 1 FSNQD UE ARE FOOTAGE FND E STEP PAD " 4 VENT (TYP) 8" BLOCK W/ CULTURED STONE APPLIED -

' REVISED 9/29/2018

8" BLOCK & 4" BRICK VENEER "

AS REQUIRED 2 4 16" X 8" 2500 PSI FOOTING W/ (2) #4 REBAR - 8" BOND BEAM BLOCK TOP COURSE GROUT FILLED ' 6'-4 1/2" 9 FND E 20" X 10" 2500 PSI FOOTING W/ (2) #4 REBAR 2 TRT'D BAND SEE DETAIL SWD1 THIS PAGE NOTE: " 1ST FLOOR 2648 SF

2 FND E " / 4" 3500 PSI CONCRETE " 8 1

- 0

FND F ' PORCH OVER - 4

SLOPE FLOOR ' 4 - BONUS 528 SF ' 8 8" BLOCK & 4" BRICK VENEER 2 TO DOOR 6 FILL AS REQUIRED. GROUNDING ELECTRODE CONDUCTOR 20" X 10" 2500 PSI FOOTING W/ (2) #4 REBAR 12" X 12" PIER 12" X 12" PIER FND B TOTAL 3176 SF " 3 - ' 0

2 OTHER AREAS

" BOLTED TYPE CONNECTION DEVICE " 0 - 2 ' GARAGE 668 SF / 1 " 1

0 5 1 - - ' ' REAR PORCH 316 SF 6

5 FND E 1 1 E K R D

FND E C I E I

S BRICK STEPS FRONT PORCH 155 SF O T E P L

" U B

5 2 O 1

F36 O T D X

4 AWG OR LARGER BARE COPPER OR

E " S " I

2 STEEL REINFORCING BAR OR ROD NOT 2 L N / " 1 P

1 LESS THAN 1/2" DIA.

E2

O P I / STEP PAD

10.2 5 S - 1 A '

5

8 N AS REQUIRED 5 E - E ' N 9

M 1'-4" 1'-4"

FND E I O 7'-0" T D S

11'-11 1/2" 9'-8" 11'-4 1/2" 5'-4" DATE: 10/3/2018

SCALE: 1/4" = 1' FOOTING IN DIRECT CONTACT WITH EARTH DIMENSIONS TO BLOCK BY: K.A.L. 21'-7 1/2" 16'-8 1/2" STONE APPLIED OUTSIDE CONCRETE ENCASED GROUNDING ELECTRODE / UFER GROUND 24'-8" 38'-4" PLAN #: 26015 78'-0" CULTURED STONE TO BOTTOM OF WINDOWS CAPPED

B FOUNDATION VENTS PER CODE INTERPERTATION NO. 1/2003 A 7 Section 310.3 (International Residential Code Section R408.2) 7 FOUNDATION & DECK D C Code Interpretation No. 1/2003 7 7 First Issued: 11/18/05, 2003 Edition DETAILS

FOUNDATION VENTS REQUIRED (8) SHOWN ON PLAN (10) PAGE 3 of 8 S 0 S C 3 I

E T X

C T 2 C A 2 A

NOTE: 4" 3500 PSI CONCRETE W/ FIBER MESH OVER 6 MIL POLY. FILL AS REQUIRED. TERMITE TREAT.

NOTE: 4" 3500 PSI CONCRETE OVER TAMPED FILL AS REQUIRED.

FRAMING NOTES

MIN. 3 STUDS UNDER ALL BEAM ENDS.

DOUBLE JOIST OR BLOCKING UNDER ALL PARALLEL PARTITIONS.

ALL LUMBER FOR BEAMS, JOIST, AND HEADERS #2 SYP.

ALL STUDS TO BE SPF STD & BETTER GRADE.

ALL LVL'S TO BE 1.75" WIDE & 1.8E MIN.

ALL EXTERIOR WALLS 4" U.N.O.

ALL INTERIOR WALLS 3-1/2" U.N.O.

SEE OTHER NOTES ON GENERAL NOTES & INFORMATION SHEET

OPENING NOTES FRAMING NOTES

1. ALL NON-STRUCTURAL INTERIOR WALLS TO BE FRAMED @ 16" O.C. (U.N.O.) B 7 2. HEADERS IN LOAD BEARING WALLS 20'-0" 32'-0" 11'-0" AND EXTERIOR WALLS WITH A SPAN OF 4'-0" OR GREATER ARE NOTED ON PLANS AT EACH OPENING. SHOULD A D C HEADER NOT BE DENOTED FOR SIZE, 7 7 CALL THE DESIGN GUY AT (804) 768-9590 FOR HEADER SIZING. 4'-0" 12'-0" 4'-0" 5'-6" 9'-2 1/2" 4'-10" 5'-0" 4'-0 1/2" 8'-7" 5'-10" 3. ALL NON-STRUCTURAL HEADERS TO BE (2) 2 X 4

2/8 X 4/6 DH 2/8 X 4/6 DH 6 X 6 TRT'D POST 4. MIN. 2 STUDS UNDER ALL 4 X 4 POST TO RAIL FULL HGT BEAM ENDS.

(2) 2X10 HDR 5. POINT LOAD " (2) 2X10 HDR 0 11'-4 1/8" 4'-5 3/8" 16'-2 1/2" - ' H

3 INTERIOR BEARING WALL

R (3) 2 X 8 D A

D TYPICAL PORCH BEAM H 6

7 / 0 4

1 6. ENSURE FINAL PLACEMENT OF JOIST X " X

9 2 DOES NOT CONFLICT WITH TOILET, TUB 8 -

' ) /

7 THIS PLAN SET COPYRIGHT BY 2 2 OR SHOWER DRAINS ( 11'-11 1/2" TREATED THE DESIGN GUY F COVERED PORCH TH7.E S OINLFIDO BRLMOCAKTINOGN R AENQDU IDREDS IUGNNDSER 7 ALL POSTS, LOCATIONS ABOVE. (2) 1-3/4" X 11-1/4" (NJ3) CANNOT BE USED OR REPRODUCED LVL HDR (2) 1-3/4" X 9-1/2" (NJ3) IN LVL HDR 8. DOUBLE JOIST OR BLOCKING 3/0 X 5/6 3D/0H X 5/6 DH 2/8 X 4/6 2/8 X 4/6 WHOUNLDEE ORR A LPLA PRATR AWLILTEHLOUT EXPRESS " " 0 PARTIWTIORNITST. EN CONSENT. - 4 ' - ' 6

0 © 2018 ALL RIGHTS RESERVED 1 1 MASTER 9. ALL LUMBER FOR BEAMS, JOIST, BDRM " AND HEADERS #2 SYP. 2 " / 8 1

12" ANGLED RAISED TREY - 15'-0" '

7 10. PROVIDE PRESSURE TREATED 4 - ' T 4 BAND AT ALL STOOPS, PORCHES AND " F 0 " DECKS. - E ' 2 (2) 2X10 HDR / 2 2/8 X 6/8 2/8 X 5/6 DH L

1 "

H T 2 6 BREAKFAST 11. ALL STUDS TO BE SPF - D / ' A

1

8

STD & BETTER GRADE. 6 3 D / -

12'-0" (2) 2X10 HDR ' E 4 0 36" GAS D.V. (2) 2X10 HDR : T 1

X 12. ALL LVL'S TO BE 1.75" WIDE

"

F/P A O 8 6 & 2.0 E MIN. - / T C

' BDRM #3 I

2 5'-8 1/2" 3 D 1 PATTERN DENOTES D E

13. ALL EXTERIOR WALLS 4" U.N.O. N

BEARING WALL (2) 2X10 HDR I

4'-7" 10'-5" S " N 1 N

1 3/0 3/0 14. ALL INTERIOR WALLS 3-1/2" E - O ' I 5 C U.N.O. T (2) 2X10 HDR I L A " 2/0 X 3/2 DH 8 " C - N ' 4 15. ALL WALL DIMENSIONS TO FACE OF - O 5 ' E R

3 3 " FRAMING INTERIOR & FACE OF L E 0

D D D 2 Y / E / T B 14 T @ 9" T H I

B SHEATHING EXTERIOR 1

"

1 R D

N A 1

1 15 R @ 7-15/16 0 E S

E X 6 - A 5 " '

1 - P X ' V BATH A 0 6 D I

11'-0" R

0 X 3 - " SEE OTHER NOTES ON GENERAL ' F / E

2/6 L M H 2 2 " 1 I 7

5 7 E FAMILY

0 8'-7 1/2" 6'-1" )

W NOTES & INFORMATION SHEET. THESE T " U N D 6 2 6

( UP O

TILED - B A '

/ NOTES SUPERCIDE GENERAL NOTES. X COFFERED CEILING W H

5 L N "

SHOWER E S O E

W.I.C. 6 " 2/6 5/0 P R

P E 2 V 8 N 3 M D - I

MASTER BATH L ' C 7 S A I O I

O N I 7 " T T V

T

X

1 " A M

H ) - & 0 ' L D 4 1 3 SEAT T 2 S S E ( 2 I

R & S B S I "

E " 0 3 A - 0 '

6 2/10 2/10 N R 1 3 0 - ' O 2 1 L

H 4'-3" 2'-0" 3'-10 1/2" 3 / I " N A 2 D 0 0

- / E ' " " R 6 2 N 3 0 0 / " 0 - 1 O ' 0 5 1 -

- ' 6 ' / F 1 X 4 2

KITCHEN D 1

8

O / 3/0 4'-0" 6'-8 1/2" 2 8 O " 1 5 5 SHLVS H - ' 0 6 2 " / 1 5/0 " 0

2'-4" 7'-7" 3'-2" 3'-2" " 3 - 2 ' / 2

/ LINEN 1 / 0 1 2 1

14'-2 1/2" 19'-5 1/2"

1 1

0 -

'

R & S 1 F : 6 - 5 SHLF ' E R 1 D R

& E "

S " T 2 / 6 "

- HALL N 1 ' 2 I BDRM #2

W 8 /

W.I.C. 8 " R - 1 O '

8 " 4 / P 4 6 / -

3/0 C/O 2 4 '

O 0 - - 2 ' C ' 4 "

"

E 6 3 6 V R 0 0 1 1 T L A - E / 4'-8" ' T N 3 5 A

CABINETS ABOVE " E R & S I T L 8 4 D

HALL Y - / M I '

2 . D W 3 BATH C

E 7'-0" CUBBIES W L R & S 3'-2"

E 8/0 SRO 2/4 2/8 2/0 (2) 1-3/4" X 7-1/4" LVL E "

6 DROPPED UNDER DBL TOP PLATES

S 5'-0" 10'-8" 13'-0 1/2" 7'-0" 3'-2" 8'-7 1/2" 5'-4 1/2"

EP " " P H 8'-8" 8 COAT 1 - - E 8

(2) 2 X 10 ' ' T

/ MUDROOM 2 2 " T S 8 6

DROPPED 0 R & S PATTERN DENOTES

/ DROPPED 1 D X 2 -

' 8'-3" WALL HEIGHT E 8 2

T FLAT CEILING " / 60" FOLDING SPACE 1 A 2 1 E -

ON BASE CABS ' R 5 T

2 X 6 WALL 32" TUB/ WH SHOWER

" FOYER 1 S 2/8 X 5/62 / 8D HX 5/6 DH - ' " 5 D 0 DINING -

' BDRM #4 " 3

N 3'-6" 4'-0" 4'-0" 3'-6" . " 4 1 - ' 0

U 12" ANGLED S - S S ' 7

. I 4 0 &

/

PERMIT PLAN

P RAISED TREY O 1 S I R 2 W.I.C. " R

P 10.2 6 D K

-

' RELEASED FOR E

4 E 0 N B N T 0 I U 16" DEEP I-JOIST CONSTRUCTION

O 0 M R & S O N

S @ 16." O.C. 1

U

P L (2) 2X10 HDR D PER MFG. DESIGN

= N A

0 N 7.0

" (2) 1-3/4" X 9-1/2" (NJ3) R " P 2 S 0 8 I U U / I LVL HDR 7.0 - ' 3 GARAGE 1

T 6/0 X 8/0

1 K H O 3 1 C - ' T P 1 1 U 2 SQUARE FOOTAGE R

" NOTE: 5/8" TYPE X DRYWALL T

2 2/8 X 5/62 /D8H X 5/6 DH REVISED 9/29/2018 S /

W AT CEILING. 1/2" DRYWALL 2/8 X 5/62 / 8D HX 5/6 DH 1 6'-11"

O 1 AT COMMON WALLS, AND (2) 1-3/4" X 9-1/2" (NJ3) L 1 - E ' P WALLS SUPPORTING JOISTS. . LVL HDR B L 8 T

PATTERN DENOTES FLAT CEILING O 2 V E H T

L

COVERED 1ST FLOOR 2648 SF 0 M 3 G " O I / S O .

8 PORCH A E " T 8

P PORCH E 1

1 E 3 R T

H " - N

X H ' F E X BONUS

528 SF 1 L O (2) 2 X 10 E S " 6 0 "

E L R 1 U N / S 4 N L A E 6 L /

F DBL LVL 1 3

O D A W I - TOTAL 3176 SF

F T D 1 L (2) 1-3/4" X 9-1/4" LVL HANGER N

L 9'-6" L ) C A R L I 3 O E E ( S A T H C

T OTHER AREAS E E W

A P E F S S P GARAGE O 668 SF

8" COLUMN OVER 16" X 16" X 36" REAR PORCH 316 SF GUARD / HANDRAILS ONLY IF STONE COLUMN CAPPED REQUIRED PER GRADE E FRONT PORCH 155 SF 5 2 X 6 WALL

E WINDOW STYLE LEGEND 10.2 5 AWNING AW DOUBLE HUNG DH " 24'-8" 6'-8 1/8" 6'-8" 3'-5 1/2" 3'-5 1/2" 6'-4 1/2" 6'-4 1/2" 0 - '

4 13'-4" 6'-11" 12'-9" 5'-4" FIXED FX PASS THROUGH PT DATE: 10/3/2018

LEFT SLIDER LS SCALE: 1/4" = 1' (2) 2X6 HDR RIGHT SLIDER RS OPENING NOTES BY: K.A.L. H H H TRIPLE SLIDE TS D D D

6 6 6 SINGLE CASEMENT SC PLAN #: 26015

1. 7'-0" TO TOP OF ALL WINDOWS / / / 5 5 5

WINDOW HEADER HEIGHTS ARE 7'-0" U.N.O.

X X X SINGLE HUNG SH

8 8 8 / / /

2. ALL INTERIOR OPENINGS ARE 6'-8" TALL U.N.O. 2 2 2 24'-8" B 20'-3" 18'-1" A 3. BUILDER RESPONSIBLE FOR SPECIFYING ALL 7 7 TEMPERED GLASS. D C MAIN LIVING LEVEL 63'-0" 7 7 1ST FLOOR PLAN SCALE = 1/4 in = 1 ft PAGE 4 of 8

NOTE: ALL FRAMING TO BE 11-7/8" PRI-40 / IB400 @ 19.2" O.C. UNLESS NOTED OTHERWISE

NOTE: 4" 3500 PSI CONCRETE W/ FIBER MESH OVER 6 MIL POLY. FILL AS REQUIRED. TERMITE TREAT.

NOTE: 4" 3500 PSI CONCRETE OVER TAMPED FILL AS REQUIRED.

FRAMING NOTES

MIN. 3 STUDS UNDER ALL BEAM ENDS.

DOUBLE JOIST OR BLOCKING UNDER ALL PARALLEL PARTITIONS.

ALL LUMBER FOR BEAMS, JOIST, AND HEADERS #2 SYP.

ALL STUDS TO BE SPF STD & BETTER GRADE.

ALL LVL'S TO BE 1.75" WIDE & 1.8E MIN.

ALL EXTERIOR WALLS 4" U.N.O.

ALL INTERIOR WALLS 3-1/2" U.N.O.

SEE OTHER NOTES ON GENERAL NOTES & INFORMATION SHEET

OPENING NOTES JOIST DECK RAIL PER DETAIL 2" MIN 1-1/4" TO 2" DIA. HANDRAIL RETURNED EA. END

3/4" MIN 2 X 4 FLAT TOP RAIL DROPPED GIRDER BEAM (2) 1/2" DIA. THRU-BOLTS & WASHER HOT DIPPED GALV. SPACE END PICKETS " .

EQUAL BETWEEN POST! 0 N - I

2 X 2 @ 5" O.C. ' 3 M 2 X

2 X 4 6 X 6 TRT'D POST GRADE D C 2 X 2 @ 5" O.C. G N

7 . 7 I N T I O M O 2 X 4 MID &

O " T "

F 6

0 BOTTOM RAIL E 3 - F ' D

2 4" O 4" 4" 4" A

R

M SIMPSON LSU26Z OR EQUAL G O

T 2 X 4

T 2 X 12 TREAD OR (2) 2 X 6 O " B

4 TRIANGULAR OPENING SHALL NOT PERMIT 4 X 4 POST THE PASSAGE OF A 6" DIA. SPHERE RAIL SECTION RAIL ELEVATION 8-1/4" (MAX) CLOSED RISER

GRADE DETAIL 2 X 12 TRT'D STRINGER D15 DECK RAIL DETAILS " MAX 36" O.C. 6 N I SCALE = 1/2 in = 1 ft - SCALE : 1/2" = 1' ' M 1 2 X 4 CONTINUOUS

(2) 1/2" DIA. THRU-BOLTS & WASHER HOT DIPPED GALV. THIS PLAN SET COPYRIGHT BY THE DESIGN GUY F THE INFORMATION AND DESIGNS 7 12" X 12" X 8" SOLID CMU BLOCK CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS TREATED STEP DETAIL WRITTEN CONSENT. SCALE : 1/2" = 1' SECTION THRU TREADS © 2018 ALL RIGHTS RESERVED

MAXIMUM ALLOWED JOIST SPANS (DECK)

SIZE MAXIMUM SPAN T F E

2 X 8 @ 16" O.C. 11'-10" EQUALS 13'-10" INCLUDING 24" CANTILEVER L

2 X 10 @ 16" O.C. 14'-0" EQUALS 16'-0" INCLUDING 24" CANTILEVER T A

12 D E : 8 T A DECK LEDGER CONNECTION TO BAND JOIST O T C I CLASS A FIBERGLASS D 6' and 6'-1" 8'-1" 10'-1" 12'-1" 14'-1" 16'-1" SHINGLES D E JOIST SPAN (ft) LESS TO 8' TO 10' TO 12' TO 14' TO 16' TO 18' N I

S N ON-CENTER SPACING OF FASTENERS ENGINEERED TRUSS N E O @ 24" O.C. I C T 30 23 18 15 13 11 10 SEE PROFILES/ SECTIONS I 1/2" X 4" LAG SCREW L A

C 1/2" BOLT WITH N O

36 36 34 29 24 21 19 E

WASHERS L E

B T

A S

A R-38 INSULATION D L H I

U N B A 12" L

WEB DESIGN 15 LB FELT OVER E P

PER TRUSS MFG. 7/16" ROOF SHEATHING M I S I

W/ ICE SHIELD TO T

H 24" INSIDE OF WALL ) 1 T (

ALUM. DRIP CAP ALL EDGES E

1X 6 ALUM. WRAPPED N O

A

1/2" DRYWALL

DECK GUARDRAIL POST INSIDE RIM OR JOIST R

D16 O SCALE = N.T.S. DBL. 2 X 4 TOP PLATES F

VINYL SOFFIT

8 1 0 2 /

3 E / IT S

0 O P P SIDING PER SPEC. 1 O O

T M A

N A E : B P F . S T O D S E J G M D T A E E S E J B F

T D E O T P E S P G J

N A F L D O I R E O E E E W T V IT ID R H M O S S A (3) 10d NAILS @ JST. OVERLAP O S E P @ LU B P P R F F O O

T O S O O T J P T C O N E E F O T R A N DOWN E H P N P G T S O L T O N . C A L T A P T IC H E S L P D J A A Y E T IC T L S N ) D J A T R 2 X 4 SPF @ 16" O.C. D S O L D J A % H ( T S 0 C T C 6 E I M M IS E SGL BOTTOM PLATE IN E O N M E CH J N A. AN D O S IC E C ID A P L E L P A OF CO C J N LA I ST NE R N W O CT E A R-15 INSULATION VE O V H R R C LA @ O E P R M O 1/2" DRYWALL G IN G E N A HOUSEWRAP OVER H R E V 7/16" OSB CONTINUOUS SHEATHING O H WOOD BASE

3/4" T & G PLY T GLUED & NAILED RIM BOARD PER MANUF.

DECK JOIST TO BEAM CONNECTION DK-1 11-7/8" I-JOIST 15'-6" SEE PLAN FOR SERIES & SPACING

2 X 8 TRT'D SILL 2 X 6 C.J. R-19 INSULATION N I @ 16" O.C. 3 1/2" A.B. OR APPROVED STRAP 2 6 MIL. VAPOR 12 M

" " BARRIER SPACED PER CODE A +/- 4 2

C PERMIT PLAN

C 4½ .C. 12 4" C.M.U. W/ BRICK O AP E " PRO 16 X FINISH RELEASED FOR S GRA 8 @ DE S 8 X F 2 L CONSTRUCTION T 45°

I 8" C.M.U.

N C

E SOLID FILL TOP COURSE E

12 O I N L I I F N M

G 2 X 4 @ 48" O.C. " UNDISTURBED SOIL 4 2 BONUS RM 2 X 8 @ 16" O.C. 16" W X 8" D 2500 P.S.I.

" CONCRETE 6

( SQUARE FOOTAGE - 2 '

2 X 12 @ 16" O.C. ) 2 2

REVISED 9/29/2018

2 (2) ROWS #4 RE-BAR / X 3 "

8 6 X - '

H 8 0 D 2 / NAIL KNEEWALL BESIDE RAFTER TYPICAL HOUSE 2 R

" STORAGE / BONUS 1ST FLOOR 2648 SF 2 / WALL SECTION 1 2 X 8 C.J. 5 1 BONUS 528 SF -

SCALE : 1/2" = 1' ' @ 16" O.C. F 8 T

AT DORMER K N TOTAL 3176 SF E

E ALIGN FASCIA TO TRUSS PROFILE CT1 W

A OTHER AREAS " " " L 0 0 0 L - - - ' ' '

6 1 6 GARAGE

1 1 1 668 SF HOUSEWRAP OVER 7/16" OSB CONTINUOUS SHEATHING REAR PORCH 316 SF 20'-1" 4'-7" 2 X 4 SPF @ 16" O.C. CEILING E SGL BOTTOM PLATE FRONT PORCH 155 SF 5 1/2" DRYWALL 2 X 6 WALL ( 2

) 2

2 / E X 3

6

5 " X

6 2 X 8 TRT'D SILL H 4" 3500 PSI CONCRETE - 0 ' D / GARAGE 7 W/ FIBER MESH OVER " 2 R

6 6 MIL POLY & - ' 1/2" A.B. OR APPROVED STRAP 2 FILL AS REQUIRED. SPACED PER CODE

" (2) 2X6 HDR DATE: 10/3/2018 0

- 4" C.M.U. W/ BRICK ' APP ROX FI 1 NISH GRADE SCALE: 1/4" = 1' 1ST FLOOR 2/8 X 4/6 8" C.M.U. SOLID FILL TOP COURSE LINE OF BY: K.A.L. N I

ROOF BELOW M

" UNDISTURBED SOIL PLAN #: 26015 4 12'-4" 12'-4" 2 16" W X 8" D 2500 P.S.I. CONCRETE

(2) ROWS #4 RE-BAR

D C SECTION E BONUS ROOM & 7 7 SCALE = 1/4 in = 1 ft 5 TYPICAL GARAGE SECTION E & TYPICAL& WALL SECTION DECK SECTIONS 2ND FLOOR PLAN SCALE : 1/2" = 1' PAGE 5 of 8 SCALE = 1/4 in = 1 ft 1'-0" 46'-0" 26'-8 1/4" 19'-3 3/8"

12 12 33.69° 33.69° 8 8

14'-9 7/8" 11'-10 3/8" 11'-7 3/8" 7'-8 3/8"

3 POINT BEARING TRUSS ROOF FRAMING NOTES:

TRUSS ROOF 1. THE MANUFACTURER OF THE PRE-ENGINEERED WOOD TRUSSES SHALL PROVIDE DRAWINGS OF EACH TRUSS SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF CONSTRUCTION. TRUSS DRAWINGS,REQUIREMENTS, INCLUDING A SEPARATE LIST OF 12 ITEMS REQUIRING SPECIAL ATTENTION BY THE BUILDING DESIGNER AND ITEMS LISTED 18.43 4 BELOW AS 2(B) SHALL BE PROVIDED TO SD & D DESIGNS FOR REVIEW AND APPROVAL 12 PRIOR TO HAVING THE THE DRAWINGS APPROVED BY THE BUILDER , SEALED OR 4 18.43 FABRICATED. TRUSS MAY BE EXTENDED TO COVER PORCH " T WEB DESIGN PER 2 / G

TRUSS MFG. 1 B H 2. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR PROVIDING INSTALLATION DETAILS T

6

7 - TRUSS BEARING POINT 1 L ' G E 3

FOR ALL TRUSSES; H " E

0 L H - ' (A) INCLUDING THE DESIGN AND LOCATION OF ALL TEMPORARY AND PERMANENT E 1 E

BRACING. H (B) INCLUDING THE DESIGN AND LOCATION ALL TRUSS HANGERS, BEARING ENHANCERS D C FAMILY RM DINING AND OR CONNECTORS AS NEEDED FOR ALL TRUSS SUPPLIED. 7 7 TRUSS BEARING POINT 3 TRUSS BEARING POINT 2 12'-0" 34'-0" THIS PLAN SET COPYRIGHT BY 3. THE TRUSS MANUFACTURER SHALL LIMIT THE REACTION FROM GIRDER TRUSS TO 425 BEAM TRUSS PROFILE CT4 THE DESIGN GUY TO BE DETERMINED FROM TRUSS LOADS PSI ON WALL PLATES BELOW. BEARING ENHANCERS MAY BE USED. THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN CT4 WHOLE OR PART WITHOUT EXPRESS " TRUSS PROFILE WRITTEN CONSENT. 4 - ' © 2018 ALL RIGHTS RESERVED 2 SCALE = 1/4" = 1 FT TRUSS MFG. NOTE A

T 7

1'-0" R

20'-0" U " S 2 S C T /

B 1 A F

E N SEND TRUSS PROFILES & LAYOUTS 4 1'-0" E A - ' L

2'-4" T R

7 I TRUSS PROFILE CT1 L I T

TO T N E F " R V 2 A G U 7 / E " S THE DESIGN GUY PRIOR TO MANUFACTURE 1 D R

0 S - 3 E '

- B ' 2 : T

EMAIL TO: [email protected] E 2 " 1 A A O 1 0 8 : 12"

8 : 12 - ' R T C 8 I

- 2 1 I ' N D 0 D 1 G 1

E N : I

1'-0" S 4 N N

12" ANGLED " E O 2 I / RAISED TREY C T I 1

L A

7 - C ' N 4 " O E 0 L E -

' B 2 T

A S

A D L H I

U N B A

" L E 0 P - '

M 3 I S I T

D H ) 1 T E ( D S T O U S O E C " E P S R T N 2 E T

T GIRDER TRUSS A I

/ U O O S

1 G 1 E D

N

/ C E A 4 2 A

- T T

' T

" L O B I R

O R 5

E U F 3 N O S

A S O S H " B F R R 2 E I /

O N A S

1

T

G T V U 3 H 8 -

D ' 1 W E I N 4

0 R T A 2 G 2 O B / L

U L 3 S / T I 0 L U 1 D D

: 2 T Y @ D 1

P

E : 2 T I

T R C 4 U " 8 N

A I O S W S R L . C D P

O . E S D D H E E S T L E U D H A " C A 2 E U 2 T L T D / A H C

1 I L 1 1

I T

M T N A " : H

7

1

- G D A I ' F " N " 8 O 8 W D

T

1

T G C 3 F

" 1 E O R O - 0

' R H

T -

S ' 0

R O S

E F T C 1 4 " " H

U R S

2 0 0 H S E A D T - - ' ' H A U H O 2

M 4 4 2 T E D T 3 3 R O 1 A H I 1

T N D 2 T

I :

T N O S : G H

1 S

T G

I

I U

8 N S : Z T 8 D

T O E G U 8 D B E A M "

2 B / E 1 L

O 7 ' - ' W 0 6 PERMIT PLAN 2'-0 1/8" 12 : 12 12 : 12 3'-11 7/8" 7'-4 1/8" RELEASED FOR OVERBUILD TYPICAL CONSTRUCTION

1'-0"

" 12" ANGLED SQUARE FOOTAGE 8

/ RAISED TREY

7 REVISED 9/29/2018 12 : 12 2 X 6 RAFTERS 9 - ' 6 OVERBUILD 1ST FLOOR 2648 SF CENTERLINE OF RIDGE Lc BONUS 528 SF

12 : 12 " TOTAL 3176 SF 8 B " " / " L 2 2 1 O

8 / / - ' 2 1 1 C -

1 ' OTHER AREAS

12 : 12 3 3 3 K - - ' ' 2

B 2 2

X E GARAGE 668 SF L 12 : 12 GIRDER TRUSS 1 O TRUSS DESIGN CRITERIA 0

W 12 : 12

R BASED ON THE LOCATION OF THIS HOUSE I ( REAR PORCH 316 SF

D A 1 THE FOLLOWING DESIGN CRITERIA SHALL BE USED ) G S

1

N E 2 R - FRONT PORCH 155 SF

3 425 PSI MAX BEARING CAPACITY WALL PLATES SPF E I 1 D /

E TRUSS MAY BE EXTENDED TO

4 D G : 2 X 6 "

20 PSF ROOF LIVE LOAD (CONSTRUCTION) COVER PORCH E E X D

4 @ 16" O.C.

B 7 E - 20 PSF SNOW LOAD 1 A / M 4

" 90 MPH WIND SPEED 3-SECOND GUST (V3S)

L

SEE SECTION FOR V

L 76 MPH WIND SPEED FASTEST (VFM) GARAGE ROOF FRAMING 124 : 31/28 : 12 30 FT MEAN ROOF HEIGHT B EXPOSURE CATEGORY DATE: 10/3/2018 24'-8" ALIGN FASCIA'S SCALE: 1/4" = 1' E 5 BY: K.A.L.

PLAN #: 26015 E 5 ROOF FRAMING PLAN SCALE = 1/4 in = 1 ft NOTE: ALL FRAMING TO BE TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE ROOF PLAN & TRUSS PROFILE CT4

PAGE 6 of 8 12 12 33.69° 33.69° 8 8

OPTIONAL STORAGE TRUSS CONFIRM DETAILS WITH BUILDER

12 12 18.43 2 X 6 @ 16" O.C. 4 or truss TO STUD. 18.43 4 5'-5" FROM SHEATHING 2 X 4 @ 32" O.C. 2 X NAILER 1'-0"

7'-4 1/2" 40'-10 7/8" T H G I T

SHEATHING TO SHEATHING E G " H

H 4

L / L L 1 E A

E 9 W

- H '

/ R 2 E V O 5'-8" 3'-2" (2) 1-3/4" X 9-1/4" LVL TRUSS BEARING 1'-0" 1 X WRAPPED OVER 2X4 NAILER THIS PLAN SET COPYRIGHT BY TREATED KITCHEN 2 X 4 STUB WALL BELOW BEAM THE DESIGN GUY BREAKFAST " M COVERED PORCH HALL 2 DINING COVERED /

A THE INFORMATION AND DESIGNS " " 1 E

PORCH 2 2 B / / 1 CANNOT BE USED OR REPRODUCED

- ' 1 1 F

0

1 1 IN 1 O - - ' '

9 9 P WHOLE OR PART WITHOUT EXPRESS O

T LADDER FRAME BETWEEN TRUSS WRITTEN CONSENT. © 2018 ALL RIGHTS RESERVED T F E L

T

(1) 2X8 (FB2) A

16'-6" D PIER BEYOND E : T A O T C I

D D E N I

STORAGE / BONUS S N SECTION B N E O I C T SCALE = 1/4 in = 1 ft 7 I L A

C N O

12 E L E

B T

33.69° A S 8 A D L H I

U N B A

L E P

M I S I T

H ) 1 T (

E " TRUSS HEEL HGT 0 N - ' 1 O

12 12 T @ 9"

13 R @ 8 3/16" A

12 R

2'-4" 15'-4" 2'-4" O MASTER BDRM F

MUDROOM

GARAGE

8 T 1 H G 0 I 2 E / " H

3 2 L / / L 0 1 A MASTER BDRM 1 1

W -

'

L 9 : A C D I P E Y T T N I W R P

O E T PIER BEYOND L A L D I W SECTION

C E

SCALE = 1/4 in = 1 ft 7 H T SECTION F SCALE = 1/4 in = 1 ft 7

12 12 33.69° 8 33.69° PERMIT PLAN 8 12 RELEASED FOR 33.69° CONSTRUCTION 8 TRUSS PROFILE CT1

SQUARE FOOTAGE REVISED 9/29/2018

1'-0" 1'-0" WEB DESIGN PER 38'-7 1/2" TRUSS MFG. BONUS RM SHEATHING TO SHEATHING 1ST FLOOR 2648 SF 19'-8" STUD TO STUD BONUS 528 SF

WEB DESIGN PER TOTAL 3176 SF TRUSS MFG. OTHER AREAS

12" O.H. TYP GARAGE 668 SF

REAR PORCH 316 SF

MASTER BATH W.I.C. HALL FRONT PORCH 155 SF

MASTER BDRM " " 2 / 2 BATH W.I.C. / 1 LAUNDRY

BDRM #2 1

1 - 1 ' - ' 9 9

GARAGE

DATE: 10/3/2018

SCALE: 1/4" = 1'

BY: K.A.L. PIER BEYOND PIER BEYOND PLAN #: 26015

SECTION A SCALE = 1/4 in = 1 ft 7 SECTIONS SECTION D SCALE = 1/4 in = 1 ft 7 PAGE 7 of 8 THIS PLAN SET COPYRIGHT BY THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2018 ALL RIGHTS RESERVED T F E L

T A

D E : T A O T C I

D D E N I

S N N P P E O E D I S S

C T I L L L A W W

- - C W W N S S O E B B L E C C

B T 20'-0" 43'-0" A S 2'-8" 2'-8" 2'-5 1/2" A 12'-0" 5'-4" 6'-1" 3'-5" D L H I

U 16'-10" N B A

" " L E 9 9 - -

5'-5" P ' ' 3'-1 1/2"

M 3 3 I

3'-1 1/2" S I BWL 2 T

" H ) 2 1 T / ( CS-WSP " 1

0 - 3 E ' - ' 4 N 3

= 800# HOLD DOWN O

" A 4

- (2) SIMPSON LTP4 ' R 5 1 O " BWL 4 2 F / 1

F.J. CS-WSP

6 - " ' 8 4 8 - 1 ' " 1 0 BOTTOM PLATE 0 - ' 2 / 2'-0" 7 3

/ RIMBOARD 3'-7" 9'-5" 0 1

BWL 5

SILL OR TOP PLATE : " 0 D - CS-WSP ' E 5 T " SIMPSON (2) LPT 4 UP D / 4 W " N = 800 # HOLD DOWN - ' I 2 W 6 / R 1

P 2

O - ' E 9 T " L 8 A - ' L 2 D I " 0 - W ' " 1 0

- 2 ' 7 " 3 E 2 / 1 "

0 H 7 " - 1 ' " 0 - ' - 4 ' 7 T - 1 1 ' 2 2 9 1 5

EP BWL 6 CS-WSP WH 4'-9 1/2" 4'-9 1/2" 5'-5" " 4 - ' 7 "

2 PERMIT PLAN / 1

7 RELEASED FOR -

' BWL 3 0 CS-WSP CONSTRUCTION 3'-11 1/2" 9'-4 1/2" 3'-8" 5'-5" 9'-0" " 0 - ' 6 1 " 4 - ' SQUARE FOOTAGE 5 1 REVISED 9/29/2018 "

2 1ST FLOOR 2648 SF / 1

BWL 1 1 - ' BONUS 528 SF CS-WSP 4 0'-6" TOTAL 3176 SF P P P P OTHER AREAS B A D C S S S S

L L L L GARAGE W W W W 668 SF - - - - W W W W S S S S B B B B REAR PORCH 316 SF C C C C

FRONT PORCH 155 SF 24'-8" 38'-4" 15'-0"

1ST FLOOR PLAN DATE: 10/3/2018 SCALE: 1/4" = 1'

BRACED WALL LINES / PANEL LAYOUTS BY: K.A.L. SCALE 1/8" = 1 FT PLAN #: 26015

BWP LAYOUTS & CALCS

PAGE 8 of 8

NOTE: ALL FRAMING TO BE 11-7/8" PRI-40 / IB400 @ 19.2" O.C. UNLESS NOTED OTHERWISE