HATCH LEGEND

8'-8" A.F.F.

A01

A02

A03

A04

A05

A06

A07

HJ10

HJ1

0

J7A

J7A

J7A

J7A

J7A

J7A

J7A

CJ1

CJ3A

CJ5A

CJ1

A

CJ3

CJ5

J7A

J7A

J7A

J7A

J7A

J7A

J7A

CJ1

CJ3A

CJ5A

CJ1

A

CJ3

CJ5

J7

A01

A02

A03

A04

A05

A06

A07

HJ1

0

HJ10

J7A

J7A

J7A

J7A

J7A

J7A

J7A

CJ1

CJ3A

CJ5A

CJ1

A

CJ3

CJ5

J7A

J7A

J7A

J7A

J7A

J7A

J7A

CJ1

CJ3A

CJ5A

CJ1

A

CJ3

CJ5

J7

A08

A08

A08

A08

A08

A08

A08

A08

A08

42' 0

"

57' 8"

7' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 7' 0"

1' 0"

20' 0

" 20' 0

"

1' 0"

4

1' 0

"

3 15/16"6 3/16"

It is understood that aboveconditions have been reviewed

& are acceptable for thefabrication at trusses,

elevations,pitches, overhangs,fascias,ceiling

elevations/pitches, bearingconditions & all detail pertainingto this truss placement plan. Noback charges will be accepted

without previous writtenapproval from an A-1 RoofTrusses representative.

APPROVED AS NOTED

* NOTE: ALL CEILING DROPS BELOW BEAM AREBY BUILDER (UNLESS NOTED OTHERWISE)

REJECTED

Ph 772-409-1010 / Fax 772-409-1015http://www.a1truss.com

DATE

REVISE AND RESUBMIT

APPROVED

REVIEWED BY

NOTE: UPLIFT CONNECTIONS FOR ALL COMMONTRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12

STRAP (BY OTHERS) UNLESS NOTED OTHERWISE(EXCLUDES VALLEY AND PIGGYBACK TRUSSES)

* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TOLEDGER CONNECTIONS BY BUILDER

(UNLESS NOTED OTHERWISE)Gravity (> 5,000#) / Uplift (> - 1,000#)

Truss I.D.

Horizontal (> 350#)

Truss Load Alert Box

* SHEETING AREA UNDER VALLEY TRUSSES AND

WASTE MATERIAL NOT INCLUDED

** BLDR TO VERIFY CALCULATIONS

CALC

HIP LINE

AREA

2767 ft2ROOF

0 ft

FASCIA

FLOOR 0 ft2

207 ft

VALLEY LINE

128 ft

TRUSSPLACEMENTDIAGRAMNOTE:

The

desi

gnas

sum

ptio

ns,

load

ing

cond

ition

s,lo

adpa

ths,

suita

bilit

yan

dus

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ctur

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nent

s(e

.g.

Trus

ses,

etc.)

for

any

Build

ing

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ere

spon

sibi

lity

ofth

eOw

ner,

the

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r'sau

thor

ized

agen

tor

the

Build

ing

Desi

gner

(her

eina

fter

BD),

inth

eco

ntex

tof

the

IRC,

the

IBC,

the

loca

lbu

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dean

dAN

SI/T

PI1

(TPI

1).

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the

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ect

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ract

and

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tion

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men

ts(a

lso

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times

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ctur

alEn

gine

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ents

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ding

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ifica

tions

that

have

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furn

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sin

writ

ing

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for

the

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ing.

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Trus

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Draw

ing(

s)[T

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)]an

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agra

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are

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ialty

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ect's

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ased

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ittal

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Trus

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Trus

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pict

edon

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.W

here

requ

ired

byth

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ojec

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ntra

ctor

cons

truc

tion

docu

men

ts,

inclu

ding

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spec

ifica

tions

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iden

tifyi

ngth

elo

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each

trus

s,as

assu

med

byA1

Roof

Trus

ses

base

don

itsre

view

ofth

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ojec

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ctdo

cum

ents

,is

prov

ided

.W

hen

the

TPD

(i.e.

stru

ctur

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bmitt

als

orsh

opdr

awin

gs)

serv

eson

lyas

agu

ide

for

trus

sin

stal

latio

n,it

does

not

requ

ireth

ese

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any

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Anth

ony

Tom

bo,

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alon

any

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cert

ifies

that

the

indi

vidu

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uss

desi

gns

are

base

don

the

posi

tioni

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own

and

that

the

dim

ensi

ons

and

load

ssh

own

onth

ere

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nced

draw

ings

mat

chth

atpo

sitio

ning

.An

thon

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mbo

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alde

sign

ates

spec

ifica

llyth

atTP

Dha

sbe

encr

eate

din

com

plia

nce

with

the

late

stve

rsio

nof

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eBu

ildin

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sign

eris

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onsi

ble

for

and

shal

lco

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nate

and

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dth

isTP

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tyw

ithth

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ten

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neer

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requ

irem

ents

.St

ruct

ural

subm

ittal

s(i.

e.sh

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lbe

revi

ewed

byth

eBD

for

com

patib

ility

with

the

desi

gnof

the

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ing

orst

ruct

ure,

inclu

ding

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ittal

docu

men

tspr

epar

edby

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rs,

defe

rred

subm

ittal

docu

men

tsan

dph

ased

subm

ittal

docu

men

ts.

This

revi

ewsh

all

inclu

dea

nota

tion

indi

catin

gth

atth

ere

view

eddo

cum

ents

have

been

foun

dto

bein

gene

ral

conf

orm

ance

with

the

desi

gnof

the

build

ing

(or

tom

ake

spec

ific

corr

ectio

nsno

ted

and

tore

turn

for

revi

ew).

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Buye

rw

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mpt

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ents

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dual

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ctur

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rTP

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sign

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neer

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spon

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efo

rth

efo

llow

ing

inclu

ding

but

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ansf

erof

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ral

load

from

the

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ear

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ls,

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Tem

pora

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rman

ent

build

ing

stab

ility

brac

ing

requ

ired

inth

ero

ofan

d/or

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syst

em,

Tran

sfer

ofve

rtica

llo

ads

dow

nto

the

foun

datio

n,+

Desi

gnof

the

foun

datio

nan

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il,An

alys

isof

the

roof

and/

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ordi

aphr

agm

sof

the

build

ing,

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ectio

nof

roof

and/

orflo

ordi

aphr

agm

toth

etr

uss,

Spec

ifyin

gth

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used

inth

ede

sign

ofth

etr

usse

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dso

fort

h.Ne

ither

A1Ro

ofTr

usse

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rAn

thon

yTo

mbo

,P.

E.is

the

Build

ing

Desi

gner

orTr

uss

Syst

emDe

sign

er/E

ngin

eer

for

any

build

ing.

Ifan

yen

gine

erin

gse

rvice

s,ou

tsid

eth

esc

ope

ofw

ork

ofth

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uss

desi

gnen

gine

er,

are

requ

ired

byth

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ner,

the

Owne

r's

auth

oriz

edag

ent

orth

eBD

,pl

ease

call

772-

409-

1010

for

assi

stan

ce.

10*

DEAD LOAD 0

ASCE 7-1030

BO

TC

HO

RD

LOADING

0

0

0

ROOF

160 MPH

TO

PC

HO

RD

10

DEAD LOAD

LIVE LOAD

FLOOR

0

WIND LOAD

ENCLOSED

15

LIVE LOAD

55

CATEGORY II

1.25 TPI - 2007DURATION FACTOR

TOTAL LOAD

EXP C

FBC - 2014

1.00

*Non-c

oncurr

ent

---/--/----

-

REMARKS

-

-

-

BY

--/--/----

-

-

--/--/----

REV

-

-

-

-

--

-

-

-

--/--/----

--/--/-----

--/--/----

-

--/--/---- -

-

DATE

-

REPRESENTS THE LEFT SIDE OFEACH TRUSS DRAWING

FOR BRACING & ERECTION DETAILS REFERTO BCSI-03 AND/OR ENGINEER OF RECORD

* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOWTRUSS I.D. AND TRUSS LOCATION

THE BUILDING DESIGNER IS REPSONSIBLE FOR THESTRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.

REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGSFOR GRAVITY AND UPLIFT LOADS.

-

OPTION(S)

Garage Module 1

--

MASTER

JOB NAME

PLAN DATE ARCH: STRUCT: 04/26/2017

-

-

CITY

04/26/2017

CUSTOMER

DRAWN SCALE

N.T.S.

BLDGTYPE

COMMNTY/ LOT #

-

BLDG#

DATE 07/12/2017

Kaufman Lynn Construction

XKLWCAPG1

TP

JOB #

Addison Place

COUNTY

G - - -PJUS46

F - - -NTHD28-2

HANGER BY BUILDER BBB

Q

- - -

- - -

- - -

- - -

- - -

X

V

U

T

S

RB MSH422JJUS26

THD46H

BEAM BY BUILDERHBB

JUS24A

- - -

K

E - - -MTHD26-2

THD26

D LTHD28

C MUS26

- - -

- - -