)WNH %QCUV &TCHVKPI &GUKIP · 7) NO back charges or crane charges of any 6) Truss Plant...

12

5

4 1/16

16"

2x4

2x4

Typical EndTypical EndPlumb Cut

BUILDING SUPPLY P

COR.

RAYMOND

SINCE1957

Roof Covering:Scale :Date :Drawn By:

3/16" = 1'-0"March 12, 2013Brad Fischer

D. R. HORTON

Address:

RBS# :RBS# :Builder:Builder:Owner :Owner :County :County :City :City :Address:Lot :Lot :Block :Block :Sub :Sub :Model :Model :

Roof Covering:Scale :Date :Drawn By:

0998506M20998506M2

2554 ELEV A or B W/ LANAI

Job InformationJob InformationJob InformationJob Information

Raymond Building Supply CorpRaymond Building Supply CorpRaymond Building Supply CorpRaymond Building Supply Corp

North Fort MyersNorth Fort Myers

North PortNorth PortTel (941) 429-1212

RevisionsRevisionsRevisions

Date# Remarks

Date:Date:

Signed:Signed:

Hanger KeyHanger KeyHanger KeyHanger Key

Your Signature WILL Acknowledge:Your Signature WILL Acknowledge:Your Signature WILL Acknowledge:

(D)=HHUS28-2(C)=HUS28

(A)=LUS24

(E)=HGUS28-2

(F)=HGUS28-3(G)=GTU80(H)=THGBH3(I)=THGBH4(J)=THJA26

(K)=SUL26(L)=SUR26(M)=HHUS46(N)=THA422

Design CriteriaDesign CriteriaDesign CriteriaDesign Criteria

WIND = MPH160

GRAVITYGRAVITY WINDWIND

NaplesNaples

0998506M2

Int.

TILE/SHINGLE

Unless Otherwise Noted.Unless Otherwise Noted.

*** All Hangers are HUS26*** All Hangers are HUS26

BBB

ASCE 7-10ASCE 7-10ASCE 7-10EnclosedEnclosedEnclosed

Cat II Residential 1.0Cat II Residential 1.0Cat II Residential 1.0

Tel (239) 731-8300

Tel (239) 348-7272

7751 Bayshore Rd.

Fax (239) 731-0383

N. Fort Myers, Fl. 33917

Return One Approved Placement Plan

start until RETURNED!!Scheduling will NOT

Wind Load Type :Building Type :Building Exposure :

Usage :

= Hanger Symbol Denotes= Hanger Symbol DenotesTruss - to - Truss Connection.Truss - to - Truss Connection.

202010

50

55

10

24

DURATION= 1.25

MWFRS and COMPONENTS & CLADDING

TC LLTC DLBC DL

TOTAL

PSFPSFPSF

PSF

PSFPSF

PSF

TC DLBC DL

TOTAL

Spacing: " O.C.

***=HUS26

Accordance with this Placement Plan.and Trusses. Trusses will be made in STRICT

It is YOUR responsibility to check this plan.

CONTRACTOR'S responsibility.

Connections.

@ 45. Jacks requiring an angle other than thisare to be cut in field by OTHERS.

by Truss Plant are to be FIELD FILLED byContractor.

kind will be accepted unless SPECIFICALLYAUTHORIZED in writing by Truss PlantManagement.

8) Hip Jacks & Corner Jacks are DOUBLE beveled

7) NO back charges or crane charges of any

6) Truss Plant supplies only TRUSS to TRUSS

5) Any Valleys or Ceiling drops NOT provided

4) ALL permanent and temporary bracing, is

3) Erection of trusses per TPI Bulletin BCSI-B1

2) Verification of ALL Dimensions, Conditions,

1) Authorization for FABRICATION.

MWFRS and COMPONENTS & CLADDING

Bottom Chord Analyzed with 10 PSF Non-ConcurrentLive Load and 20 PSF Concurrent Live Load onTrusses Designed with Storage as Specified onLayout See Shop Drawings for Specifics.

Reactions Over 5000 Lbs and UpliftsOver 1000 Lbs are Listed on the Layout

24Spacing: " O.C.24Spacing: " O.C.

Unless Otherwise Noted.Unless Otherwise Noted.

Reactions Over 5000 Lbs and UpliftsOver 1000 Lbs are Listed on the LayoutReactions Over 5000 Lbs and Uplifts

Over 1000 Lbs are Listed on the Layout

35'

20'9"2'8"5'10"2'8"3'1"

36

'6"

4'5

"5

'11

"

6'6

"

35'

20'4"8'4"6'4"

11'1"17'7"

9'

8'7"

2'8

"4

0'1

1"

33

'8"

7'3

"5

'11

"6

'6"

2'6" 15'4"

2'6

"1

0'

3'

2'

2'

3'

7'

2'

2'

2'

2'

7'

2'

2'

2'

2'

2'

2'

2'

2'

2'

7'

2'6

"81'1

0"

15'4"

46

'10

"1

0'

2'8

"

63

'4"

7'4

"

63

'4"

7'

2'

3'8"16'

2'

1'4"

1'7"

17

'6"

BEARING KEY

19'-4" A.F.F.

9'-4" A.F.F.

A A A A A

OPENTO WIND

ALL LANAI'S AND ENTRIES AREDESIGNED PARTIALLY ENCLOSED

AAAAAAAA

CONNECTIONBY BUILDER

OV

ER

HA

NG

BY

BU

ILD

ER

8" Max Coffer Per Eng.

A

A

Flat Ceiling19'-4" @ F.F.

Flat Ceiling19'-4" @ F.F.

Flat Ceiling19'-4" @ F.F.

Flat Ceiling19'-4" @ F.F.

Flat Ceiling19'-4" @ F.F. Flat Ceiling

9'-4" @ F.F.

Flat Ceiling20'-0" @ F.F.

SEE FLOOR LAYOUT FOR GIRDER

SPAN

SPAN

SPAN

SPAN

SPAN

OP

EN

TO

WIN

D

Fla

tC

eili

ng

9'-4"

@F

.F.

NOTE:NO MECHANICAL EQUIPMENT LOADSIN OR HUNG FROM TRUSSESie: AIR HANDLERS OR WATER HEATERS

1 BJF4/30/10 REMOVE A/H ROOM IN ATTIC

MOVE 'A7' 8" TO FRONT

2 BJF8/23/10 CHANGE LANAI TO 10' x 16'

3 BJF3/30/11 MOVE 'A7' BACK 8"

4 3/12/13 BJFNEW CODE - NEW REACTIONS

U = 1044#

U = 1119#

GARAGERIGHT

HJ1

0

CJ1

CJ3

CJ5

CJ5B

CJ3B

CJ1

CJ1

CJ3A

CJ5A

A13 2-PLY

A12

A11

A10

A9

HJ10A

CJ5

CJ3

CJ1EJ7EJ7A

EJ7B

D1

J2

J2BJ1A

J1J2A

J1

J1A

J2BJ2

A8

A7

A6

A5

A4

A3

A2

A1 2-PLY

HJ10

EJ7H

EJ7G

EJ7F

EJ7C

CJ5

CJ3

CJ1

CJ1

CJ3

CJ5

EJ7E

EJ7D

EJ7

EJ4

CJ1

CJ3

CJ5

B1

B2

B3

HJ10

CJ1

CJ3

CJ5

CJ5

CJ3

CJ1

HJ1

0

CJ5

CJ3

CJ1

B4

EJ7

V2A

V4A

CJ1

C4

C5

HJ4

CJ1

EJ3

HJ5

CJ1

CJ3

CJ3

CJ1

L2

L1

CJ5

CJ3

CJ1

HJ10 H

J10

CJ1

CJ3

CJ5

CJ5

CJ3

CJ1

CJ1

CJ3

CJ5

EJ7

C3

C2

C1

CJ1A

HJ4A

HJ4

A

CJ1A

CJ1A

CJ1A

EJ3A

EJ1

C6

V6

V4

V2

V2

PAGE NO: 1 OF 1

B.C. BearingFloor Truss

Typical EndTypical End

RIBBON2x4

DE

PT

H2

0"

SPAN

BUILDING SUPPLY P

COR.

RAYMOND

SINCE1957

Roof Covering:Scale :Date :Drawn By:

1/4" = 1'-0"March 13, 2013Brad Fischer

D. R. HORTON

Address:

RBS# :RBS# :Builder:Builder:Owner :Owner :County :County :City :City :Address:Lot :Lot :Block :Block :Sub :Sub :Model :Model :

Roof Covering:Scale :Date :Drawn By:

0998506M30998506M3

2554 FLOOR

Job InformationJob InformationJob InformationJob Information

Raymond Building Supply CorpRaymond Building Supply CorpRaymond Building Supply CorpRaymond Building Supply Corp

North Fort MyersNorth Fort Myers

North PortNorth PortTel (941) 429-1212

RevisionsRevisionsRevisions

Date# Remarks

Date:Date:

Signed:Signed:

Hanger KeyHanger KeyHanger KeyHanger Key

Your Signature WILL Acknowledge:Your Signature WILL Acknowledge:Your Signature WILL Acknowledge:

(D)=HHUS28-2(C)=HUS28

(A)=LUS24

(E)=HGUS28-2

(F)=HGUS28-3(G)=GTU80(H)=THGBH3(I)=THGBH4(J)=THJA26

(K)=SUL26(L)=SUR26(M)=HHUS46(N)=THA422

Design CriteriaDesign CriteriaDesign CriteriaDesign Criteria

WIND = MPH0

GRAVITYGRAVITY WINDWIND

NaplesNaples

0998506M3

Int.

Unless Otherwise Noted.Unless Otherwise Noted.

*** All Hangers are HUS26*** All Hangers are HUS26

BBB

ASCE 7-10ASCE 7-10ASCE 7-10ENCLOSEDENCLOSEDENCLOSED

Tel (239) 731-8300

Tel (239) 348-7272

7751 Bayshore Rd.

Fax (239) 731-0383

N. Fort Myers, Fl. 33917

Return One Approved Placement Plan

start until RETURNED!!Scheduling will NOT

Wind Load Type :Building Type :Building Exposure :

Usage :

= Hanger Symbol Denotes= Hanger Symbol DenotesTruss - to - Truss Connection.Truss - to - Truss Connection.

40105

55

10

1

24

DURATION= 1.00

MWFRS and COMPONENTS & CLADDING

TC LLTC DLBC DL

TOTAL

PSFPSFPSF

PSF

PSFPSF

PSF

TC DLBC DL

TOTAL

Spacing: " O.C.

***=HUS26

Accordance with this Placement Plan.and Trusses. Trusses will be made in STRICT

It is YOUR responsibility to check this plan.

CONTRACTOR'S responsibility.

Connections.

@ 45. Jacks requiring an angle other than thisare to be cut in field by OTHERS.

by Truss Plant are to be FIELD FILLED byContractor.

kind will be accepted unless SPECIFICALLYAUTHORIZED in writing by Truss PlantManagement.

8) Hip Jacks & Corner Jacks are DOUBLE beveled

7) NO back charges or crane charges of any

6) Truss Plant supplies only TRUSS to TRUSS

5) Any Valleys or Ceiling drops NOT provided

4) ALL permanent and temporary bracing, is

3) Erection of trusses per TPI Bulletin BCSI-B1

2) Verification of ALL Dimensions, Conditions,

1) Authorization for FABRICATION.

MWFRS and COMPONENTS & CLADDING

Bottom Chord Analyzed with 10 PSF Non-ConcurrentLive Load and 20 PSF Concurrent Live Load onTrusses Designed with Storage as Specified onLayout See Shop Drawings for Specifics.

Reactions Over 5000 Lbs and UpliftsOver 1000 Lbs are Listed on the Layout

24Spacing: " O.C.24Spacing: " O.C.

Unless Otherwise Noted.Unless Otherwise Noted.

Reactions Over 5000 Lbs and UpliftsOver 1000 Lbs are Listed on the LayoutReactions Over 5000 Lbs and Uplifts

Over 1000 Lbs are Listed on the Layout35'

20'9"2'8"5'10"2'8"3'1"

56

'

2'8

"3

6'6

"4

'5"

5'1

1"

49

'6"

6'6

"

35'

20'4"8'4"6'4"

11'1"

17'7"

8'7"

56

'

2'8

"4

0'1

1"

33

'8"

7'3

"5

'11

"6

'6"

16'2" 6'5"4'5"

6'9"

15

'2"

1'6

"

2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2'

1'1

0"

2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2'1'8

"2' 2' 2'

2'

2'

1'8"

2'

2'

18

'5"4

17

'11

"8

11

'6"

18

'

20

'8"

3'0

"8

6"

3'2

"81

4'1

"

14

'8"8

18

'3"

14

'8"4

BEARING KEY

9'-4" A.F.F.

NOTE:NO MECHANICAL EQUIPMENT LOADSIN OR HUNG FROM TRUSSESie: AIR HANDLERS OR WATER HEATERS

A/C CHASE

A/C CHASE

BEARING WALL

BEARING WALL

BEARING WALL

BEARING WALL

MMMM

E

M

M

20" DEEP 24" O.CFLOOR TRUSSES

20" DEEP 24" O.CFLOOR TRUSSES

20" DEEP 24" O.CFLOOR TRUSSESTRUSSES HELD BACK 3/4"

TRUSSES HELD BACK 3/4"

TRUSSES HELD BACK 3/4"

TR

US

SE

SH

EL

DB

AC

K3

/4"

TR

US

SE

SH

EL

DB

AC

K3

/4"

SP

AN

SP

AN

SP

AN

SP

AN

SP

AN

SP

AN

1 BJF2/11/10 ADDED GABLE END TRUSSES

NOTE:GABLE END TRUSSES ARENOT SYMETRICAL. SEE SHOPDRAWINGS FOR PLACEMENT

2 BJF10/26/10 MOVE BRG WALL 1". -1" TO 'F1'

+1/2" TO 'F9', +1" TO 'F10'

3 3/13/13 BJF

D

NEW CODE - NEW REACTIONS

R = 6294#U = 1162#

R = 5148#

2-PLY

2-PLY

2-P

LY

GARAGERIGHT

FG4

F12 F11 F10 F9 F8F13

FG

B1

F15

F16

FGB5

F1F2

F2

F6

F7

F3F4F5

F14

FG

B2

FG

B3F

GB

4

FG3

FG

2

FG1

PAGE NO: 1 OF 1

This

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