DRAWING INDEX REECE - u. · PDF filesheet # sheet title revision ... h2 use hanger if h2...

EXISTING GRADE

1ST FLOOR

FIRST FLOOR CEILING

LVL TOP

LVL BOTTOM

B.F.E.

2ND FLOOR

2ND FLOOR CEILING

9' -

1 1/

2"8'

- 1

1/2"

RIDGE HEIGHT45' - 5 15/32"

14 3

/4" F

LOO

R S

YSTE

M14

3/4

" FLO

OR

SYS

TEM

1' -

0"10

' - 0

"

12

8

8' -

0"2'

- 0"

Hardi clapboard siding

Hardi board and batten siding

THIRD FLOOR

THIRD FLOOR CEILING

8' -

1 1/

2"1'

- 2

3/4"

3 ft ABSL

11 ft ABSL

Scale

Project number

Date

Drawn by

Checked by

ConsultantAddressAddressPhoneFaxe-mail





REECEENGINEERING AND DESIGN

402 NORTH TOPSAIL DRSURF CITY, NC 28445

910.200.7616 FAX 910.221.5406EMAIL: [email protected]

Client

Project

Printed: 3/16" = 1'-0"9/17/2013 8:37:07 AM

G100

COVER ANDELEVATIONS

13-203

LOT 11 SCOTCH BONNET SOUNDSIDENORTH TOPSAIL BEACH, NC

WELLMAN CONSTRUCTIONCO.

9-17-13GWRGWR

AUBREY w/ MASTER

3/16" = 1'-0"1 STREET VIEW 3/16" = 1'-0"2 REAR VIEW

3/16" = 1'-0"4 RIGHT SIDE

No. Description Date

A INITIAL ISSUE 4-8-13

Area Schedule (Gross Building)Area Level Comments

816 SF 1ST FLOOR816 SF 2ND FLOOR499 SF THIRD FLOOR2131 SF

DRAWING INDEXSHEET # SHEET TITLE REVISION

G100 COVER AND ELEVATIONS AG200 FLOOR PLANS AS1.1 PILING & FOUNDATION PLAN AS2.1 FRAMING PLANS AS3.1 DETAILS A

3/16" = 1'-0"5 LEFT SIDE

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9/17/2013

Bedroom

Covered Deck

Open Deck

8' -

0"34

' - 0

"6'

- 0"

24' - 0"

2832

10' -

8"

6' -

9"6'

- 1"

2' -

2"6'

- 0"

2' -

4"

24' - 0"

3020

5' - 6" 5' - 4" 2' - 4" 5' - 4" 5' - 6"

11' - 8" 11' - 8"

8' - 2"

3' -

4"

5' - 0"

5' - 0"

7' - 3" 16' - 9"

3' -

6"

2' - 0"

5068 2846

5068 5068

5' - 6" 1' - 9" 4' - 9" 6' - 6" 3' - 0" 2' - 6"

3020

3020

3020

2668 2668

2868

2668

3068

4068

4068

5068

6' -

1"5'

- 11

"11

' - 6

"10

' - 6

"

2' -

4"6'

- 0"

2' -

2"9'

- 9"

7' -

8"6'

- 1"

3' -

6"3'

- 6" 2668

2668

3' -

6"4'

- 4"

3' -

8"

3' - 4" 4' - 10" 6' - 8" 5' - 4" 3' - 10"

BedroomBedroom

Elevator

Bath

Bath

16682868

2668

2068

5' -

0"

4' - 0"

3068

5068

2068

Living Room

Open Deck

Open Deck

Pantry

Elevator

3' - 6" 3' - 0" 5' - 6" 5' - 6" 3' - 0" 3' - 6"

12' - 0" 12' - 0"

4' -

8"3'

- 0"

10' -

2"

3' -

0"13

' - 2

"

5' - 6" 2' - 4" 7' - 6" 3' - 2" 5' - 6"

4' -

6"3'

- 0"

16' -

0"

1' -

6"9'

- 0"

6' -

0"34

' - 0

"8'

- 0"

10' -

6"

23' -

6"

24' - 0"

2030

5068

4' -

0"

5' - 0"

5' -

2"5'

- 6"

5' - 0"

15' - 4" 8' - 8"

2846

2846

2846

2846

2846

2846

2030 2030

ALL CONSTRUCTION BELOW BFE SHALL CONFORM TO SECTION R327.1 OF THENORTH CAROLINA RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS

(FLOOD RESISTANT CONSTRUCTION)

6' -

0"34

' - 0

"8'

- 0"

24' - 0"

4" THICK 3000 PSI CONCRETE SLABWITH 6X6 10/10 WWF

24' - 0"

12' - 0" 12' - 0"

4' -

0"

5' - 0"

Elevator

3068

Storage

A=4'B=1'-4"C=2'-6"D=6"L= 20'

NOT TO SCALEDRAINBED SECTION 6" DIA. HDPE

PERFORATED PIPE

C D

4" DOWN SPOUT

DOWN SPOUT DETAIL

ALLOW CORRUGATED PIPETO OVERLAP DOWN SPOUT 4" CORRUGATED PIPE

ASTM #4 STONE OR#57 STONE

ALL DOWN SPOUTSCONNECTED TO 4"CORRUGATED PLASTIC PIPE

B

A

SELECT FILL

INSTALLATION NOTE: ROOF WATER COLLECTED BY GUTTERS ANDJOINED W/DRAIN FIELD AT BOTH ENDS AND BOTH SIDES

C D

LINE BED WITH FILTERFABRIC ALL SIDES

B

A

STORMWATER CONTROL CALCULATIONSFOR 1.5" OF RAINFALL IN 24 HOURS.

ROOF AREATOTAL = APPROX. 936 SQ. FT.

VOLUME 1.5" RAIN IN 24 HOURS ON ROOF936/8 = 117 CU. FT.

BED VOLUME117 CU. FT./40% VOID SPACE IN STONE = 293 CU. FT.

BED SIZE2 BED @ 2'D x 4'W x 20'L = 320 CU. FT.320 CU. FT. PROVIDED 293 CU. FT. REQUIRED

DOWNSPOUT

DRAIN BED

4" PIPE

LOCATIONS OF DRAINBEDS MAY VARY

LOCATIONS OF DOWNSPOUTS MAY VARY

20' -

0"

20' -

0"

936 SFRoofed Area

4' - 0" 4' - 0"

1' - 6"

1' - 6"1' - 6"

1' - 0"

1' - 0"

1' - 0"

8" / 12"8" / 12"

8" / 12" 8" / 12"

8" / 12" 8" / 12"

8" / 12"

5' - 0" 14' - 0" 5' - 0"

6' -

0"7'

- 4"

11' -

4"

15' -

4"

8' -

0"

6' - 2" 7' - 10"

10' -

4"

2' -

0"6'

- 4"

15' -

4"

7' - 0" 7' - 0"

2' -

8"5'

- 4"

2' -

4"2'

- 4"

11' -

0"

2' -

0"

5068

3020

3020

3020

3020

5068

3020

3020

2668

3068

3020

2' -

4"11

' - 0

"

BEDROOM

SITTING

BATH

CLOSET

ELEVATOR

Open Deck

Open Deck

3' - 4"

5' - 4"

5' - 4"

2668

2668

5' - 8" 5' - 0"

3' -

8"

3' - 0"

3' -

0"

3030

3030

6' - 0"

2040

14' - 0"

Scale

Project number

Date

Drawn by

Checked by









Client

Project

Printed: As indicated9/17/2013 8:37:09 AM

G200

FLOOR PLANS

13-203



9-17-13GWRGWR

AUBREY w/ MASTER

1/4" = 1'-0"1 1ST FLOOR 1/4" = 1'-0"2 2ND FLOOR



1/4" = 1'-0"3 GROUND FLOOR

1" = 20'-0"4 STORMWATER PLAN

3/16" = 1'-0"6

RO

OF PLAN

IF APPLICABLE - CHECK WITH LOCAL OFFICIAL

1/4" = 1'-0"7 THIRD FLOOR

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9/17/2013

A

D

F

1

G

E

2 3

11' - 8" 11' - 8"

C

B34

' - 0

"

8' -

0"8'

- 4"

8' -

4"8'

- 4"

8' -

4"6'

- 0"

4 kips

6 kips

6 kips 4 kips

6 kips

10 kips

9 kips

9 kips13 kips

9 kips

13 kips

4 kips

12 kips

6 kips

4 kips

6 kips

4 kips

11' - 8" 11' - 8"

24' - 0"

3' - 8"

2' -

8"

4 kips

6' -

0"8'

- 4"

4' -

8"

open stairs

ELEVATOR WALLS ARE NOTREQUIRED TO BE BREAK-AWAY

9 kips

13.5 kips

7 kips

8 kips8 kips

9.5 kips 9.5 kips

LEAVE THIS PILE LONGFOR RAISED LVL'S

S3.13

TYP

S3.16

TYP

S3.11

TYP

STRAPS NOT REQUIRED ON PILESUNLESS NOTCHED MORE THAN 50%

S1.17

TYP

S1.15

TYP

SOLID BLOCKING REQUIREDAT ALL POINT LOADS

(2) PT 2x12

(2) 1-3/4" x 11-7/8" LVL

(2) 1-3/4" x 11-7/8" LVL

(2) 1

-3/4

" x 1

1-7/

8" L

VL

(2) 1

-3/4

" x 1

1-7/

8" L

VL

(2) 1

-3/4

" x 1

1-7/

8" L

VL

S1.14

TYP

girder truss under load bearing wallabove - design for 600 plf

OPEN

S1.14

TYP

(2) PT 2x12

OPEN

girder truss under load bearing wallabove - design for 550 plf

(2) 14" LVL RAISED

girder truss under load bearingwall above - design for 550 plf

OR - (2) 14" LVL RAISED

(2) 14" LVL RAISED OR (2) 12" LVLDROPPED OR GIRDER TRUSS

(2) 14" LVL RAISED OR (2) 12" LVLDROPPED OR GIRDER TRUSS

= 2500 LBS HANGER

H1

H1

H1

H1

= 4000 LBS HANGERH2

H1

= 1000 LBS HANGERH3

H3

H3

H2

H2USE HANGER IF

DROPPED H2

2S3.1

TYP

2S3.1

TYP

POINT LOAD design for 2000 LBS

BOLT FASTENING MINIMUM REQUIREMENTS FOR ALLBOLTED CONNECTIONS:

1. EDGE DISTANCE - 1.5 X BOLT DIA.2. END DISTANCE - 4 X BOLT DIAMETER (NO LOAD)

7 X BOLT DIAMETER (LOADED)3. SPACING - 4 X BOLT DIAMETER

END DISTANCE

SPACING

EDGE DISTANCE

8 X 8 PT PILING

4"6"

6"

4"

14"

2"

4"

5/8 DIA. GALV. BOLTS,NUTS AND WASHERS

(2) 2 X 12 PT

5/8 DIA. GALV.STEEL BOLT

18"

4"

2 1/2"

SIMPSON PS418 OR EQUIVALENT

0' -

2 1/

4"


SIDE BAND


FRONT OR REAR BAND

5/8 DIA. GALV. STEEL BOLTLOWER 8 X 8 PT PILING

6"

5/8 DIA. GALV. BOLTS,NUTS AND WASHERS

(2) 2 X 12 PT(2) 2 X 12 PT

UPPER 8 X 8 PT PILING

Scale

Project number

Date

Drawn by

Checked by









Client

Project


S1.1

PILING &FOUNDATION PLAN

13-203



9-17-13GWRGWR

AUBREY w/ MASTER

1/4" = 1'-0"1 PILING PLAN

GENERAL PILE FOUNDATION NOTES:

1. SPECIFICATIONS FOR THIS SITE ONLY

2. ELEMENTS AND ASSEMBLIES NOT SPECIFICALLY ADDRESSED BY THESE DRAWINGS/SPECIFICATIONSSHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA RESIDENTIAL CODE FOR ONE ANDTWO-FAMILY DWELLINGS, LATEST EDITION.

3. LVL MATERIAL IS SPECIFIED AT MINIMUM GRADE: E=2.0 Fb=2950 psi. LVL MATERIAL MANUFACTURED BYOTHERS OF EQUIVALENT SPECIFICATION IS ACCEPTABLE. ALL LVL MATERIAL IS TO BE PROTECTED FROMMOISTURE.

4. HANGERS SPECIFIED AS SIMPSON STRONG TIE, INC. INSTALLED PER MANUFACTURER'SRECOMMENDATIONS. OTHER HANGERS OF EQUIVALENT DESIGN AND LOAD RATING ARE ACCEPTABLE. ALLHANGERS AND HARDWARE TO BE HOT DIPPED GALVANIZED AND MEET ASTM A153 OR STAINLESS STEEL.

5. FACE NAIL LVL'S TOGETHER USING 3 ROWS OF 16d NAILS AT 12" OC.

6. FACE NAIL 2x MATERIAL TOGETHER USING 3 ROWS OF 10d NAILS AT 12" OC.

7. ALL JOINTS TO OCCUR OVER PILES , STAGGER WHERE POSSIBLE.

8. WHERE DECKS ARE NOT DESIGNED AS SELF SUPPORTING, ATTACH DECK BAND TO STRUCTURE PERNORTH CAROLINA RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS APPENDIX M .

9. ALL WOOD PILES SHALL BE 8"x8" SYP NO. 2 OR BETTER, MINIMUM Fb=850 psi. PILES SHALL BEPRESERVATIVELY TREATED IN ACCORDANCE WITH THE REQUIREMENTS OF AWPA C24,C3 (UC4C) FORSAWN TIMBER PILES. CCA NET RETENTION 0.8 PCF. UNLESS OTHERWISE NOTED.

10. ALL WALLS BELOW BASE FLOOD ELEVATION (BFE), IN DESIGNATED "V-ZONES", ARE TO BE OFBREAKAWAY CONSTRUCTION AS SPECIFIED IN THESE PLANS.

11. ALL CONSTRUCTION BELOW BFE SHALL CONFORM TO SECTION R327.1 OF THE NORTH CAROLINARESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS.

12. PILINGS NOTCHED MORE THAN 50% OF THEIR LEAST DIMENSION REQUIRE STRAPS PER DETAILSSHOWN IN THE SPECIFICATION . ALL OTHER PILE TO GIRDER CONNECTIONS (2) 5/8" HDG STEEL BOLTS.

13. ALL UNDER ROOF PILES SHALL HAVE THEIR LOWER TIPS SET AT THE DEPTH SPECIFIED IN THE PLANS.THE FINAL DEPTH IS TO BE ACHIEVED BY MECHANICAL DRIVING.

14. UNLESS STATED OTHERWISE ALL LUMBER SPECIFIED AS NO.2, SYP. USED AT 19% MAX. MOISTURECONTENT, PRESSURE TREATED WHERE EXPOSED.

15. ANY CHANGES TO THE STRUCTURAL SPECIFICATIONS SHOWN HERE IN ARE TO BE MADE UPONWRITTEN APPROVAL OF THE ENGINEER.

PILE DEPTH REQUIREMENTS:

1. ALL UNDER ROOF PILES SHALL HAVE THEIR LOWER TIPS SET AT A MINIMUM OF 8 FT BELOWNATURAL GRADE. THE FINAL DEPTH IS TO BE ACHIEVED BY MECHANICAL DRIVING SUCH THATTHE CAPACITY SHOWN ON THE PLANS IS OBTAINED. IF THE SITE IS WITHIN 60 TIMES THEANNUAL ERROSION RATE FROM THE FIRST LINE, THEN DEPTH MUST BE 16 FT.

2. DRIVING A TEST PILE AT THE SITE IS RECOMMENDED BEFORE MATERIAL IS ORDERED.

3. SPECIFIED REQUIREMENTS ARE MINIMUMS - PLEASE CONTACT THE ENGINEER OF RECORDSHOULD THE SPECIFICATIONS NOT BE MET.

STRUCTURAL LOADS:

FLOOR DEAD LOAD - 20 PSF

FLOOR LIVE LOAD - 40 PSF

ATTIC WITH LIMITED STORAGE - 10PSF DEAD LOAD AND 20PSF LIVE LOAD

INT. WALL DEAD LOAD - 8 PSF

EXT. WALL DEAD LOAD - 10 PSF

ROOF LIVE LOAD - 20 PSF

ROOF DEAD LOAD - 20 PSF

NOTE: STRUCTURE LOADED FOR WIND SHEAR & UPLIFT @ 130 MPH. 3SEC. GUST ACCORDING TO ASCE 7-02

1/4" = 1'-0"2 FOUNDATION PLAN

1 1/2" = 1'-0"3 BOLT SPACING REQUIREMENTS



3/4" = 1'-0"4 TYPICAL UPPER DECK CONNECTION 3/4" = 1'-0"7 TYPICAL PILE CONNECTION

3/4" = 1'-0"5 TYPICAL PILE CORNER CONNECTION 3/4" = 1'-0"6 UPPER DECK CONNECTION

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9/17/2013

UP

2x8 PT JOIST@ 16" O.C.

TRUSSESBY OTHERS

TRUSSESBY OTHERS

TRUSSESBY OTHERS

2x8 PT JOIST@ 16" O.C.

ALL EXTERIOR HEADERS THIS LEVELTO BE (2) 2x10 WITH 1/2" SPACER

UNLESS OTHERWISE NOTED

2J CMST14/14 HOLD DOWN

1

1

(2) PT 2x12

1

(2) PT 2x12

OPEN

OPEN

1

(2) 1-3/4" x 14" LVL

1

SHEATH ELEV. SHAFTCOMPLETELY

11

1

1

2S3.1

TYP

2S3.1

TYP

S3.17

TYP

(2) PT 2x12

S1.16

TYP

1

S1.16

TYP

(2) PT 2x10

(2) PT 2x10

(2) PT 2x10

LEAVE ONE PLY OUT -NOTCH 1-1/2"

(2) PT 2x12

2J CMST14/14 HOLD DOWN

DENOTES LOAD BEARING WALLS

DENOTES NON-LOAD BEARING WALLS

2J CMST14/10NUMBER OF FASTENERS ATEACH END OF STRAP

SIMPSON STRAP, ON INTERIOROF WALL; TIE BETWEEN FLOORS

STRUCTURE AT STRAP LOCATION; 2J=2 JACK STUDS; 2K= 2 KING STUDS

DENOTES INTERIOR SHEAR WALLS

ALL EXTERIOR HEADERS TO HAVE JACK STUDS AND FULL HEIGHTSTUDS PER TABLE UNLESS OTHERWISE NOTED

HEADERS:

ALL EXTERIOR HEADERS (2) 2x12, UNLESS OTHERWISE NOTED

MAXIMUM HEADER SPAN

3' 6' 9' 12' 15' 18'

NUMBER OF HEADER STUDS SUPPORTING END OF HEADER

1 1 2 2 2 2

NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER

2 2 3 3 3 3

ALL EXTERIOR HEADERS THIS LEVELTO BE (2) 2x10 WITH 1/2" SPACER ONLESS OTHERWISE NOTED

STUDS OVER 10FT IN HEIGHTMUST BE 2X6 @16" OC

1

1

1

2

(2) PT 2x12

1

1

SHEATH ELEV. SHAFTCOMPLETELY

4J CMST14/20 HOLD DOWN 2K CMST14/20 HOLD DOWN2K CMST14/20 HOLD DOWN

(2) PT 2x12

2

TRUSS DESIGNER:170 PLF DL

140 PLF RLL

S3.17

TYP

S3.17

TYP

2S3.1

TYP

2S3.1

TYP

5' - 0" 14' - 0" 5' - 0"

11' -

0"

7' -

6"TRUSS DESIGNER:

935 LBS DL770 LBS RLL

TRUSS DESIGNER:155 PLF DL

110 PLF RLL

TRUSS DESIGNER: POINT LOADTO FOUNDATION

WALL FRAMING SCHEDULE

MARK FRAMING BLOCKING SHEATHING ANDFASTENING

BOTTOM PLATE ATTACHMENTTO STRUCTURE

SIDE 1(EXTERIOR)

SIDE 2(INTERIOR)

SHEAR CAPACITY

2 x 4 NO. 2 YES

SHEAR WALL SPECIFICATIONS:

1)- PANELS MAY BE INSTALLED WITH FACE GRAIN EITHER PARALLEL OR PERPENDICULAR TO STUDS.

2)- WOOD PANELS SHALL COMPLY WITH DOC PS1 OR PS2 AND SHALL BE MANUFACTURED WITH EXTERIOR GLUE.

3)- NAIL/SCREW SPACING PER SCHEDULE

4)- INTERIOR SHEAR WALLS TO HAVE JOIST OR TRUSS DIRECTLY ABOVE OR SOLID BLOCKING TO DECK ABOVE.

5)- HORIZONTAL NAIL SPACING AT DOUBLE TOP PLATES, BAND JOISTS, BLOCKING, AND GIRDERS SHALL BE ADOUBLE ROW OF 8d STAGGERED AT 3" ON CENTER FOR ALL SHEAR WALL TYPES.

6)- PANELS SHALL EXTEND 12" BEYOND CONSTRUCTION JOINTS AND SHALL OVERLAP GIRDERS THEIR FULL DEPTH.

7)- A DOUBLE STUD IS REQUIRED AT THE END OF EACH SHEAR WALL SEGMENT.

YES 730 PLF

SPACING

16" OC

16" OC2 x 4 NO. 2 (2) STAGGERED 16dNAILS AT 6" OC

1

2

7/16" APA RATED, 8d - 3" OC AT THEPANEL EDGES, 12"OC IN THE FIELD

1/2" GYP, 5d COOLER AT 7"OCEDGE SPACING

(3) STAGGERED 16dNAILS AT 6" OC

1260PLF7/16" APA RATED, 8d - 3" OC AT THEPANEL EDGES, 12"OC IN THE FIELD

7/16" APA RATED, 8d - 3" OC AT THEPANEL EDGES, 12"OC IN THE FIELD

STUDS OVER 10FT IN HEIGHTMUST BE 2X6 @16" OC

1

1

1

1

1

1

1

ALL ELEVATORWALLS ARE TYPE 1

GIR

DER

TR

USS

TRUSS MANUF.SEE SECTION

8' -

4"

14' - 0"

34' -

0"

4S3.1

TYP

ALL EXTERIOR HEADERS THIS LEVELTO BE (2) 2x10 WITH 1/2" SPACER ONLESS OTHERWISE NOTED

(2) 2X12

(2) 2X12

GIR

DER

TR

USS

5S3.1

TYP5

S3.1

TYP

1

1

1

Scale

Project number

Date

Drawn by

Checked by









Client

Project


S2.1

FRAMING PLANS

13-203



9-17-13GWRGWR

AUBREY w/ MASTER

1/4" = 1'-0"1

1ST FLOOR WALL FRAMING - 2ND FLOORTRUSSES

TOP PLATE SPLICE REQUIREMENTS:

8FT AT (2) 16d NAILS PER FOOT OR 4FT AT (2) 16d NAILS 6" OC

GENERAL FRAMING NOTES:

1: SPECIFICATIONS FOR THIS SITE ONLY

2: UNLESS STATED OTHERWISE ALL LUMBER SPECIFIED AS NO.2, SYP. USED AT 19% MAX. MOISTURE CONTENT,PRESSURE TREATED WHERE EXPOSED.

3: LVL MATERIAL IS SPECIFIED AT MINIMUM GRADE: E=2.0 Fb=2950. LVL MATERIAL MANUFACTURED BY OTHERSOF EQUIVALENT SPECIFICATION IS ACCEPTABLE.

4.FACE NAIL ALL 2" X TOGETHER USING 3 ROWS OF 10D NAILS AT 12"O.C. FACE NAIL LVL'S TOGETHER USING 3ROWS OF 16d NAILS AT 12"O.C.

5. HANGERS SPECIFIED AS SIMPSON STRONG TIE, INC. INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.OTHER HANGERS OF EQUIVALENT DESIGN AND LOAD RATING ARE ACCEPTABLE. ALL HANGERS ANDHARDWARE TO BE HOT DIPPED GALVANIZED.

6. THE APPLICABLE BUILDING CODE FOR THIS PROJECT IS THE NORTH CAROLINA STATE BUILDING CODE,VOLUME VII RESIDENTIAL.

7. ANY CHANGES TO THE STRUCTURAL SPECIFICATIONS SHOWN HERE IN ARE TO BE MADE UPON WRITTENAPPROVAL OF THE ENGINEER.

1/4" = 1'-0"5

2ND FLOOR WALL FRAMING & 3RDFLOOR TRUSSES



ROOF FRAMING NOTES:

1. ALL RAFTERS 2x8 #2 SPF @16" OC UNLESS OTHERWISE NOTED.

2. ALL OPPOSING RAFTERS TO HAVE COLLAR TIES WITH (7) 10d NAILS EACH RAFTER.

3. ALL RAFTERS AND OUTLOOKERS TO HAVE UPLIFT STRAPS WITH A CAPACITY OF 800 LBSAT EXTERIOR WALLS, UNLESS OTHERWISE NOTED.

4. RAFTER TO WALL CONNECTION (4) 10d TOE-NAILED

5. CONNECT ALL OVERBUILDS AND CRICKETS WITH PT 2x12 VALLEY BOARD NAILER -FASTEN NAILER TO EACH CROSSING RAFTER WITH (4) #10 SCREWS WITH 2" PENETRATIONINTO RAFTER. FASTEN RAFTER TO NAILER WITH (3) TOE-NAILS AND ONE SIMPSON H2.5A.

6. FASTEN RAFTER TO HIP BEAMS WITH (5) 16d FACE NAILS

7. 4 FEET EACH SIDE OF RIDGES AN ROOF EDGE PERIMETERS FASTEN WITH 8d NAILS AT6" OC AT PANEL EDGES AND IN THE FIELD. ALL OTHER LOCATIONS 6" OC AT PANEL EDGESAND 12" OC IN THE FIELD.

8. 2x4 VERTICAL BLOCKING REQUIRED AT RIDGE - ONE EACH SIDE OF RIDGE

9. 2x4 BLOCKING (FLAT WISE OR VERTICAL) REQUIRED AT PANEL EDGES IN THE FIRST TWORAFTER BAYS AT GABLE END WALLS.

10. FULL HEIGHT BLOCKING REQUIRED AT RAFTER ENDS.

SHEATHING ATTACHMENT:

1. 8d COMMON NAILS REQUIRED

2. 6" OC AT PANEL EDGES AND 6" OC IN THE FIELD WITHIN 4 FEET OFPERIMETER EDGES AND RIDGES.

3. 4" OC AT GABLE END WALL RAKE

4. 6" OC AT PANEL EDGES AND 12" OC IN THE FIELD - ELSEWHERE

1/4" = 1'-0"6

THIRD FLOOR WALL FRAMING & ROOFTRUSSES

i\cAfd

9/17/2013

BLOCK ALL EXTERIOR WALLSAT SHEATHING JOINTS

OVER LAP ALL CONSTRUCTIONJOINTS 12" MINIMUM

OVERLAP BAND COMPLETELY

TWO ROWS OF 8d COMMONNAILS @ 3" OC


1' -

0"1'

- 0"

2x FRAMING PER PLANS

2x FRAMING PER PLANS

SHEATHING PER PLANS

36.0°


800lb UPLIFT CONNECTOR BYTRUSS MANUF.

TRUSS MANUF. - DESIGN JACKFOR 800 LBS UP AT THIS WALL(2) SIMPSON L70 INTO 2X8 SOLID

BLOCKING PER JACK AT 2FT OC

5/8 DIA. GALV. STEEL BOLT

FOUNDATION BEAM

APPROXIMATE GRADE LEVEL

8 X 8 PILING

8 X 8 PILING

4 X 6 PT

4 X 6 PT

SIMPSON PS218 OREQUIVALENT

BRACES PASS

NOTCH 4x6 INTO 8x8 ONE INCH (TYP)5/8 DIA. GALV. STEEL BOLTS,NUTS AND WASHER. WASHER ONWOOD SIDE ONLY.

2x10'S WITH (2) 5/8" BOLTS MAY BESUBSTITUTED FOR THIS BRACING

WALL FRAMING PER PLANS

16' MAX JOIST SPAN:2X12 PT DECK BAND ATTACHED TO STRUCTURE WITH 5/8" THRUBOLTS 20" O.C. AND (3) 12d COMMON HD GALV. NAILS AT 6" O.C.

8' MAX JOIST SPAN:2X12 PT DECK BAND ATTACHED TO STRUCTURE WITH 5/8" THRUBOLTS 42" O.C. AND (2) 12d COMMON HD. GALV. NAILS AT 8" O.C.

2X PT DECK JOIST

FLASHING PER NCRC

ALL FASTENERS TO BE IN TRUSS, RIMBOARD OR SOLID BLOCKING

5/8 DIA. GALV.STEEL BOLT

18"

18"

GIRDER

45.00°

8 X 8

6 X 6 PT

NOTCH 6x6 1-3/4"

3 3/

4"

1"

FOUNDATION BEAM

8 X 8 PILE8 X 8 PILE

APPROXIMATE GRADE LEVEL

SHEATHING

SHEATHING MAY OVERLAP AND BE ATTACHEDTO VERTICAL MEMBERS (PILES)

A SHEATHING SEPARATION JOINT MUST BEPROVIDED AT FOUNDATION BEAM

NOTE: THESE WALLS ARE DESIGNEDTO WITHSTAND 130 MPH WIND

4" WIDE UTILITYBLOCK OUT

GAP

(2) 10d FASTENERS @ 12" OC

9 FT

MAX

.1' - 4"

(2) 0.145 DIA PAF FASTENERS @ 12" OC

2x4 FRAMING @ 16" OC

NOTES:

1. BREAK AWAY WALLS SHALL BE ON THE INTERIOR OFCROSS BRACING FOR OCEAN FRONT WALLS

(2) 10d FASTENERS @ 12" OC(3) 10d FASTENERS @ 16" OC(4) 10d FASTENERS @ 24" OC

CROSS BRACE ONOCEAN SIDE

COMMON RAFTER OR TRUSSES SEE PLAN

OVERBUILD RAFTERS OR TRUSSES - SEE PLAN

RIDGE BOARD

COLLAR TIES EVERY RAFTER

(5) 16d TOE NAILS AT EACH RAFTER END FOR OVERBUILD SPANS UNDER 16FT.FOR SPANS OVER 16 FT USE TWO SIMPSON VTC2 AT EACH RAFTER END

SHEATH COMPLETELY UNDER OVERBUILD

ROOF SHEATHING

PT 2x12 VALLEY PLATE - FASTEN TO EACH COMMONRAFTER/TRUSS WITH (4) #10 SCREWS WITH 2" PENETRATION INRAFTERS

STUDS ABOVE

ATTACH TO STUDS BELOW

SIMPSON CMST14 INSTALL ON INTERIOR; WITH 200LB PER FASTENER CAPACITY, ONEEACH SIDE OF JOINT PER 200 LBS.

OVER LAP ALLCONSTRUCTION JOINTS

CMST14/XX

NUMBER OF FASTENERS ATEACH END OF STRAP

SIMPSON STRAP, ON INTERIOROF WALL; TIE BETWEEN FLOORS

8 x 8 PILE

SLABSLAB

(2) #7 RE-BARTHROUGH PILES

1/2 EXPANSION JOINTWITH SILICONE SEALANT

2' - 6"

1' -

0"

Scale

Project number

Date

Drawn by

Checked by









Client

Project


S3.1

DETAILS

13-203



9-17-13GWRGWR

AUBREY w/ MASTER

3/4" = 1'-0"4 TYPICAL WALL SECTION1

1/2" = 1'-0"3 CROSS BRACE1

1" = 1'-0"2 DECK ATTACHMENT1 3/4" = 1'-0"6 KNEE BRACE1

1/2" = 1'-0"1 BREAK AWAY WALL DETAIL (130 mph)1

3/4" = 1'-0"5 OVERBUILD DETAIL2

3/4" = 1'-0"7 FLOOR TO FLOOR HOLD-DOWN1

1" = 1'-0"8 COLLAR FOOTING1No. Description Date


i\cAfd

9/17/2013

DRAWING INDEX REECE - u. · PDF filesheet # sheet title revision ... h2 use hanger if h2...

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