83 W 4TH ST- NEW HOME PERMITZ
U
c
M
w �
N o
wT �1
g PRE DEV. SPOT EL.
.z
1
9•
00 -
P OST -DEV. GRADES (so
z
Z
_ �
3
W
O
Q
-
� 0 SF SILT FENCE
0
QP
v
w
0
T
J E-. POST FLOW DIRECTION
W E
:P�
REVISION -2:
NNaa
it,.
53
159'.
0 80
ST. E OF :[
z
w
a
0
v
w
of
LL.
O
Ld
w
LLI
f-
LLJ
g
2 D
F-
0 0
F- LL
0
Li o Z
U U
W ¢ Q
ry o 0
zO o
(n —
U N A
Lij N o
Z _� i
l x
0 m U
_ Um 0
to z 12-
g z
Q aw w
Y v
O 2
m
LLLfi 0
LLW
C7
O i
Q06
co
00m
F -
o 5'
r
0
v
M
Np On.
bl •z/` pN) o
Q
�, sp eSs•`0, got M +
0®ix Qei Z .S �N` // 2
Cb
X
op^ o (8 pt) Z£O`
\ y d°("1 2
CN
ol
`b i/ a rZZ 0/ co
Co (soy).
01)
co
O P.P61
°iib (9f p
. t b, l �2p ``) 031b pd / 11Vol
G° (Sol) 30/SH1noSpd 0 pad 4,// 3 �' [T)
(G
At/ 7,y dp (s 6
<09. �6) sF 1Z 6&bWNe
s) 6) l /�
(SG 6) r 00
(886"0o '•. :. s0 >L 'lr (s
FS.6) .OZ g) //
of<a9 I s
r bM �( (os sAft �(ss °H). sl .Z
-�oo d �o <sS•6)( 61>9-6))t (74
0-0 Vi
a
0
x_00
o 0
m
O
O a)
c
.moo N
i
a°°o
J O
iso:- E
O
N
W
N�-
-'.
OW
0
'�Q •°
W
Z
�-=OOO
ce'
® n
o 3a 4
O
c
.m
m O I
O Np�j
WM M
m
LLJ C
cn
Q
�R�
ZO oN
orn
,O
z
W U ^
w—K) ��
¢
Z > F)
I 0Zt0 O
co 0_QJ
to U) m
41
Q
Z
Q
UM
W
_(D
(D
i
.`-EE`a
6;vWj
C,.,i�0m)0
1�°�:a
,¢o�
F-
o¢aI
Z
-°v g t- .° cm
v
-O c m
� o. o m 'L-00
r
Q
mcmoom 0
0
-0 O P C
W
ZLLJ
Z
y �---
•- a 0 b
N a
c ooO
W
1 F- O Zzmzw
ti
i
Sdf ^ .1w.
CV ri 4
3
0
O N
N
'-
w
LO
t Z U
00 D c
jR
a U,
• U
O Z
O cx
N Or
w 3
G
Q
0
',J W i
O N
W
w win U
Z C O0�N
0
i
v a;= x tno w
E � M c
M
J
Z Z`W w p U
L
U N`+ -m\11
�00\
II
U =�0 O U{
W C
Li
y0C,40N
Q
❑ 0N,<xI
m �aam�
�v
N
0.
w x
w
Q cm -0 co
7
(l)
0'
30' O
30' U
I— 16'2" 13'10' 10' 13'10" 16'7' _—� c�xx
W
L.
m. o
N
CD
JOB: 448217
CJ18 LOC: 79 W. 4TH ST o
M N n)
CJ18
m m. m m r r r
_ m m PLAN: -
m m ��1
cJ17 w m w CJ17 DESIGNER: RICH H V
za cs c 24
B$ B8 PITCH: 5/12
" OVERHANG: 16"
As A6 WIND CODE: 130 MPH - EXP O - CLOSED
A5 A5
Aa A4 ALL TRUSS PLATES ARE ALPINE PLATES
ALPINE WAVE PLATE APPROVAL # 1999.3
As A3 ALPINE HS PLATE APPROVAL# 1999.2
ENGINEER OF RECORD
MARTIN ENGINEERING
13245-4 ATLANTIC BLVD STE 261
JACKSONVILLE, FL 32225
904-472-1459
LICENSE NUMBER: 31666
9'-0" BRG HEIGHT
N
N
Al
i
Al
i
co
cr
W< 8
Z o � �
= S
S8; * E.%i
U � D
C✓ � m
O
Q
x
c 1
OU
A2 A2 z e
O
L W
B7 B7 tQma> E��� e�°
Z w.o
� o
j
—14'2' 110' 14'2"
70
i
ck
U-1
Lu
Z :r
w
Lu
_
N
Z
O
AlZ
w
U
Lu
Lie
r:
O
U
Dej
z
_O
O
z
LL
O
z
O
z y. .
w
4
w
Lu
3223
1
vi
3 GENERAL NOTES
-
in CAL NOTES
0
a IT IS THE INTENT THAT THIS WORK BE IN CONFORMANCE WITH THE FLORIDA BUILDING CODE 2017 6TH ED.
1. ,
1. ALL ..ELECTRICAL WIRING TO. E I
RESIDENTIAL AND ALL AUTHORITIES HAVING .JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY,
B IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL
' BUILDING STRUCTURE INFORMATION
o AND 2011 NATIONAL ELECTRIC CODE NEC . ' ` O N
Z CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. t )
_0 4
o
2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 2014 CONDITIONED SPACE: ........................ 2516 S.F.
E CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING BUILDING UNCONDI110NED SPACE: ..................746 S.F.
De
z 2 THE FLORIDAFLOR D CODE, 2014...
Lu WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE
TOTAL SPACE....................................3262 S.F.
Lu
z TYPE OF CONSTRUCTION...................
_ NGfNEER PRIOR TO COMMENCING WORK. - 3. ELECTRICAL CONTRACTOR SHALL 'PROVIDE ARC FAULT CIRCUIT INTERRUPTERS IN .LIVING DINING, HALLWAYS, AND5B
z BEDROOMS PER 2014 FBC R3902.12 OCCUPANCY......................................R-3
w
-z
FIRE SPRINKLERS NO
t
T OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE
HESE DOCUMENTS AS INSTRUMENTS 3. T � - 4. ALL OUTDOOR RECEPTACLES SHALL BE .PROTECTED FROM MOISTURE PER 2014 _FBC- R3905.11 MAX HEIGHT OF STRUCTURE.............16.1
USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER.
0 5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM REQUIREMENTS PER
4. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND, SHALL CE
FBC-ENERGY CONSERVATION R40 .
z
w H WORK EXCEPT DIFFERENT
CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE EXC .WHERE A IIF ENT
6. ELEVATORS SHALL BE IN ACCORDANCE WITH FBC 2014, 5TH ED, SECTION R321.1
z DETAIL IS SHOWN.
O i J �p9 RD
Lu MECHANICAL NOTE
ROAD
5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILT- G,'RE, AND.,NNDICAP CODES: M °°""
a a. - ....:.: , -x._ .._ _rts- . ! - " e. 3
ASE PROPOSAL FOR,A COMPLETE T� __ ECT _ .
TO THE DESIGN AND B S � �_ '
1. ALL DUCT SIZING SHALL BE IN AC,ORDANCE W RCCA MANUAL D . P TRGI
O ROVIDE DUCT TESING IN ACC RDANCE
GARDEN
,.
„\>. �.
Cz
W ASHRAE STANDARD 152.
6. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL' TRASH AND 'DFBRIS REMOVED °'S°°
N ALL: HORI ONTAL SURF
_ AN CLASS CLEAN ALL FLOORS CLEAN, _. Z ACES DUSTED AND 2. DUCT LAYOUT AND ALL OTHER MECHANICAL
FROM SITE. ALL WINDOWS D COMPONENTS ARE SHOWN ON THE APPROVED DUCT LAYO PLAN PRITCHARD Q
IN G00 WOR ORD INCLUDED IN THE ENERGY CALCULATION CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND .KING ER. CONTRACTOR ON PACKAGE PERFORMED BY OTHERS. �( .
SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASS. DO NOT ALL TO ACCUMULATE. -
2
' \... .; (U. i Navy) rc Y 2Q5 < +++
... 3.MANDATORY
. , ALL DUCTS SHALL HAVE TESTING AND SHALL BE PR R "LEAKAGE M a .
O
PRESSURE TESTED TO DETERMINE AI � GE IN
PL R z
_ ACCORDANCE CORD NCE WITH THE 2017 FLORIDAFLO IDA BUILDING CODE ENERGY CONS O3.3.3 g g
_ CONSERVATION SECTION R4 w
T OBTAIN ALL PERMITS PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL gEP�
O 15. CONTRACTOR 0 ,
10
D OF NOT LESS THAN
WORKMANSHIP FRE FROM DEFECTS. FOR A PERIOD OIE 1 YEAR FROM
MATERIALS & W E O - 4. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE SUB ANTIALLY ° �$T� SPRINGS m
RD X
THE E DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE LEAK', FREE.i
z ION AND SHALL INCLUDE INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION
5. it Herlong p JQ-
z WHICH MAY HAVE BEEN DAMAGED THEREBY. DUCTS IN GARAGE AND DUCTS PE ETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE w wort o�0o L9GN
GARAGE SHALL BE INSTALLED ACCORDING TO FBC R302.5.2
-ate - F ,3
,m
10 rd ST 3rd ST ml
TO EXISTING CONDITIONS ARE THE BEST AVAILABLE
16. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE 6. ALL INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED =BY NAS
O .... � <, C. F. G.C. � 295 g
W PROCEEDING WITH ANY WORK DEPENDENT ON THE
J
ATE OBTAINABLE BUT ARE NOT GUARANTEED. BEFORE PR OTHERS. IF" ANY D A 'INSTALLED INSULATION MATERIALS DO NOT MATCH THE ENERGY FORMS, NEW CALCULATIONS
Cecil Field
O .• Naval Air O
L DIMENSIONS GRADES LINES,
SHALL. BE PERFORMED OR THE OR GINAL APPROVED INSULATIONS SHALL BE INSTALLED. Ste on
_ DATA INVOLVED, THE .CONTRACTOR SHALL FIELD CHECK AND VERIFY ALLEVELS,
3 SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS
AT THE o g
OTHER CONDITIONS LIMITATIONS � m
I,
z
O
R0
o
PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF 6. ELEVATORS SHALL BE IN: ACCORDAN E WITH THE FBC 2014, 5TH ED., SECTION' R321.1 DUVAL co
Lu APPLICABLE DATA, AT RESULTANT EXTRA- COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO p c�aY co
-0 EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION PLUMBING NOTES
BY THE OWNER. KING
CL t.
li 1. ALL WORK SHALL BE PERFORMED Y A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS
o - WORKMANLIKE MANNER-THE COMP.,ETE SYSTEM SHALL BE FULLY OPERATIVE.
17. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED
uj
BY THE OWNER AND IDENTIFIED AT THE PRE-CONSTRUCTION MEETING.
w 2., ALL .EXCAVATIO & BACK F
m
N ALL .AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A
oPART' OF THIS CONTRACT.
z
D TO AREAS OF BUILDING NECESSARY FOR. COMPLETION OF WORK. FREE
:
J 18. CONTRACTOR PERSONNEL ARE CONFINE
W
Q OF THE BUILDING IS NOT ALLOWED. ACCESS TO ALL PARTS
3. `ALL WOR SHALL 6
SHEET NO
�, K E COORDINATED ,WITH OTHER TRADES TO A VOID INTERFERENCE WITH THE
w w
PROCESS Of CONSTRUCTION.
w
RATI G S
RECEIVING UNLOADING UNC N , SORTING,
U 19. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY,_, ,
Z
Co
NEW EQUIPMENT FURI�iSHED BY THE CONTRACTOR.
ITE-1 a
Oo - SETTING IN PLACE AND PROTECTING FROM DAMAGE ALL Q
� S ,
4. VERIFY,,LOC
UATION SIZE TRAPS INVERTS S OF ALL EXISTING UTILITIES "PRIOR TO BEGINNI_
Z THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR.� � NG
A-1
CONSTRUCTION. ADVISE ENGINEER )F' ANY DISCREPANCIES. ANY COST RES UL TING FROM
W o DISCREPANCIES ?.
NC ES NOT REPORTED AT THIS TIME SHALL BE PAID BY THE CONTRACTOR. _ w
o� �2
- Y REGISTERED TERMITICIDES IN, ", DIN SOIL APPIJED PESTICIDES, ;
� o a 20: TERMITE PROTECTION SHALL BE PROVIDED B , ,
r<
z z
METH OF ITE PROTECTION
;-
PESTICIDES APPLIED TO WOOD ' OR OTHER APPROVE..... TERM RO ECTION
� O ` BAITING SYSTEMS, AND PE ,
A3 a
U
5. WATER PIPING TO BE TYPE M OR TYPE L COPPER
N.. PON COMPL OF THE ABOVE OR BELOW GRADE.
LABELED FOR 'USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.. ETi
Q o 3
z PLIANCE SHR E I T
w PROTECTIVE TREATMENT A CERTIFICATE OF C, B SSUED 0
Q APPLICATION OF THE TERMITE x � '
CONTAINS I H LLOWIN
THAT EO G
z THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY HA
6. SOIL WASTE &VENT PIPING TO B . `:PVC. 40 DVW ..
O #
Z REVELATION
I � STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE P O ;SUBTERRANEAN
Lu STATE T
z
W STI6LISHEO BY FL DA DEPARTMENT
TERMITES. >TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS E
S-1
7. ALL FIXTURES MUST BE PROVIDED- WITH READILY
o F AGRICULTURE AND 'CONSUMER SERVICES.. ACCESSIBLE STOPS
O
'^ J
2. . _
v
IIS > ,,.
.
8. WHERE DISSIMILAR METALS ARE TO BE I
NATION BACKFlLLING AND COMPACTION � COMPLETE. ANY JOINED, APPROVED INSULATING UNIONS SHALL BE USED.
Q W 21 TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION,
_ S-3
o ' DISTURBED SOIL TREATMENT MUST BE RETREATED.
U S-4
Q 9. INSULATE HOT WATER LINES WITH 1 THICK SNAP ON INSULATION FIRST 8 FEET FROM WATER
i
. IF RAINFA ,w RS BEFORE ,:.
z E PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER LL OCCU B HEATER. _
W 22. TREATMENT SHALL 5
F2 m:
U BARRIER PLACEMENT, SOIL MUST BE RETREATED.
W
Q. , C .NDN LIN 5 .,
S-6
1 O SATE E �. BE COPPER PVC DEPENDING ON PROJECT REQUIREMENTS.
_,-
z - -
RS SHALL BE � _
SLAB ON GRADE FLOG
NG .PENETRATING CONCRETE
w SLEEVES AROUND METALLIC PIPING ,.. , . .
23 PROTECTIVE ,. �
_ R SPACE
MITICIDE IN LA
OF TER AJ�iU
TION sa_�u
CONTAINING MATERIALS AND
RECEIVE
AN AP
PLICA
I- ON CELLULOSE CONT
U
N
WITH, 1 : Af _EX I
W. RM NSUL��� r '
CONSTRUCTION PL),
OF
TWO FAMILY DWELLIN(
79 WEST 4TH STREET
ATLANTIC BEACH FL
BETWEEN SLEEVE
AND PIPE. .�
y
I
O ,
,
f. l _
Lu
w
Z
_
U
Z
w
wC01 STRUC:TION PLAN
S
t-
_
Z
O
z
w
U
ce
w _I
De
O
U-
OF
r
LL
TW FAMILY DWELLING
w
Z
O
V)•
O
z ,
79 WEST 4TH STREET
0
V)
LLJ
Lu
Lu
V) ATLANTIC BEACH, FL 32233
o
I
C �:..
JACKSONVILLE
5. ALL PERMANENTLY. INSTALLED LIGHTING fIXTUR S SHALL COMPLY WITH THE .MINI I TERNATIDNAL
MUM' REQUIREMENTS PER N
R
� o
HOWN N THESE D
RAWINGS ARE INTENDED TO BE TYPICAL AND: SHALL BE
AIRPORT
4. ALL DETAILS AND SECTIONS S 0
p
D "
z
FBC ENERGY CONSERVATION R404. A N
3
TP
APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE. A DIFFERENT
S
Lu
CONSTRUED TO TERRELL RD
J JPO
3' v�
Z
Pa
DETAIL IS SHOWN.
2
O G
O
OAO' EW -
O q N
r
/
. P.
J N
6. ELEVATORS SHALL BE IN ACCORDANCE WITH BC 2014 5TH ED SECTION R321.1 R it NRD
D
� U , , P a°� � 295.:. a
5 t
0
P o
Z
_ _ P
ROAD
a
c e
z
W
o
N R E
A
i
. ._
-
Al.5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING FIREAHANDICAP CODES MECHANICAL NOTESINTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETETURN_KEYPROJECT
_ M
R Gt
v-
m 0O
r
P
FR
DY
:. OUT`
E
R
- 415
9
H
O < GARDEN A LVD
K8 105.
._
CL
Ii
_l -
1ALL DUCT SIZING SHALL BE
IN ACCORDANCE ACCA MANUAL D : PROVIDE DUCT TESING IN C�R
AN
CE
CISCO
a
Ribautt
ti
Oh
n
S
R
e
- Bl
6 PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH ANDQE FiS REMOVED 5
O W' ASHRAE STANDARD 152.. EEiFIE
FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALLFLOORSCLEAN, ALL HORIZONTAL SURFACES DUSTED AND ount I:
105
•:.. PRlTCHARD E .. � 17 /' 4i. : r
C ..
".
RD
_ -
❑¢
k
. 1.
O
0
_ ALT
�
Z_
CARDONTCLEANEDf AND ALL PLUMBINGAND TOILET FIXTURES CLEAN AND INGOOD WORKING ORDER. CONTRACTOR Whitehouse DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARESHOWN ON THE LAYOUT PLAN FeldU:S: NERRIFSHALL HAUL ALL FROM SITE ON A REGULAR BASIS. D0 NOT ALLOW TO ACCUMULATE. ?9
D O
Je
O
yZ
R IN
r
o
Y
3
m a�
INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS.
� _ y
W 0 W : N 4J ❑
MM a
2
s
C a
`. a O x
>
I 109
w a
n o
9
I
O }
¢ O ARLINGTON ,
❑
EXP. ESSWAY -+
F
• a
, :
R
g
I
e 10
99A
IA. LY
TIG ' 10
SHALL GI,RANTEE AL CTS &AIR HANDLERS "NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED T0: BE SUBS T _ N
CONTRACTOR L 3. ALL U
AND TAXES. CO D
15. CONTRACTOR
TO OBTAIN ALL PERMITS,,
PAY ALL FEES A _ LP
o ,
- BLVD
7
B
s, D
� LEAK FREE.
N'
THAN 0 1 YEAR ys
i F NOT LESS E R FROM T
FROM DEFECTS:. FOR A PERIOD 0 AL
MATERIALS &
WORKMANSHIP FREE . SPRINGS )
•i t
RD X
ITE
F ,
S
¢
O
"
J N
�n
d90
N Florida Ir
CmoluleTHE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE WITHOUT 'ADDITIONAL CHARGE
s gg )
e
-
LVD ..
AC
AT
�. TH,
> 90
TS PENETRATING THE WALLS CEILINGS SEPARATING" H DWELLING FROM
DUCTS I GARAGE AND DUCTS E DWELL
4 N
O
105 -
OF THE INSTALLATION
PHASE Ev
MENT OR
REPAIR OF ANY OTHER
U REPLACEMENT ,7 ❑
0
N AND..SHAL
L INCLUDE INCLUDE R
a
❑
Q t`
5�
ego
F R 02. ., J \.. :. Unry rst of :
GARAGE SHALL BE INSTALLED ACCORDING ' TO C 3 �9 x
o_ D J
LSON : North FMnda -,
i rt 33
Z
DAMAGED THEREBY..
� O O
0
HAVE BEEN D m
WHICH MAY
HA
,
2
�- n
_.. uNNE
1
�'. EXPRESSWAY
_. :O
gg U
E
E
ALL. INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENE Y CALCULATION PACKAGE PERFORMED' �( �,
Q 5 I TIMU U
N
10 rd
T
i r
T R F IONS
NAS
OTHERS. IF ANY `INSTALLED INSULATION TERI LS DO NO M CH THE ENERGY FORMS, `NEW CAL ,LAT
p
ARE THE "BEST AV ,
T EXISTING CONDITIONSAILABLE
TH DRAWINGS IN REFERENCE 0 E
DILATED ON E
295 - 95
16. DIMENSIONS INF.G.G.
C
O
SHALL BE PERFORMED OR THE ORIGINAL PROVED INSULATIO SHALL BE INSTALLED.
LuDEPENDENT� m
WORK
WITH ANYON Uacicsonv Ile
UT ARE NOT'GUARANTEED.
PROCEEDINGTHE
DATE:. CWi Field
B,
-, BA EA O
Jacksonville
,. .... ...Naval Air _
Naval -._.
_O
O
O
BL D
ALL DIMENSIONS GRADES LINES
Station.
F
z21
: Air Station
K AND VERIFY LEVELS
THE CONTRACTOR SHALL FIELD CHECK SUNBEAM
VED ,
DATA INVOLVED, f ,
a
g
ut
6 LEVATORS SHALL BE IN ACCORDANCE WITH FBC 2014 .5TH E . SECTION R321.
m ,
3 E O N a SCFMILES
,...
ALE O -
ERRORS. IF ANY WORK
0 AVOID CONSTRUCTION A IS
AT THE SITE T
TIONS `OF LIMITATIONS
R : TH R CONDI., g
0 OTHER
:: ,., 0 i t
4
DU AL CO
10 TO ADEQUATE VERIFICATION OF
F HIS SUBCONTRACTORS PRIOR o THE CONTRACTOR OR ANY 0 S Q
PERFORMED BY E CLAY
co
,. „: .: 13
LIJ
02nga-:.
f
U
CONFORM OR WORK AS REQUIRED TO 0 RM T0' Park
T RESULTANT EXTRA COST FOR ADJUSTMENT Q
DATA A
APPLICABLE 29� ,
' - '. ST AUGUSTINE
224 / - GR t D.
PLUMBING S
GREEN REIMBURSEMENT OR COMPENSATION SLEY
_TO
CONTRACTOR WITHOUT REI KING
LIMITATIONS,
SHALL BE ASSUMED BY THE CO T
EXISTING LIMIT
o
E ISTI G
CL BY THE OWNER.
Lu
1 I ALL WORK SHALL BE PERFOR Y A LICENSED UMBING CONTRACTOR IN A FIRST-CLASS
S
0 WORKMANLIKE ANLIKE MANNER. THE COMPL YSTEN SHA L BE FULLY OPERATIVE.
0
L11)..:ION MATERIAL AND E U P
MENT SHALL BE DETERMINED
FOR STORAGE OF CONSTRUCT Q
W
17. A DESIGNATED LOCATION
C
Ill VICINITY MAP
BY THE OWNER THE .PRE
AND IDENTIFIED AT H CONSTRUCTION MEETING.
uj
2. ALL EXCAVATION & BACK FILL AS REQUIRED FOR S ASE OF CONSTRUCTION SHALL BE A
E C
Do
Q
0 0
PART F THIS CONTRACT..
z
18 CONTRACTOR PERSONNEL N ARE CONFINED TO AREAS OF BUILDING G .NECESSARY FOR COMPLETION OF WORK. FREE
P
J
Q ..
SHEET NO, T
ACCESS TO ALL
PARTS OF THE BUILDING IS NOT :ALLOWED.E I TLE
3 ALL WORK SHALL BE COORDINATED WITH OTHE TRADES TO A VOID INTERFERENCE WITH THE
V).
A-1
PROCESS OF CONSTRUCTION.
k
FLOOR PLAN
A
A-3
Z
1N UNCRATING SORTING
Y RECEIVING' UNLOADING, 9. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVER ,
-4
FLASHING PLAN
-
-ELECTRICAL PLAN
-7 00
o o
"
I FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR.
SETTING IN PLACE, AND PROTECTING A Q
3
GENERAL NOTES
S-3
FRAMING PLAN
v t_
Q
THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR.
4. VERIFY -LOCATION SIZE TRAPS INVERTS OF ALL
TI
EXISTING UTILITIES PRIOR TO BEGINNING ;
0
W
FRAMING DETAILS
ELECTRICAL NOTES
DRAINAGE PLAN
CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES.
ANY: COST RES UL TING FROM
J.
-Q
NT THAT THIS WORK BE IN CONFORMANCE WITH THE FLORIDA .BUILDING CODE 2017 6TH ED.
1. IT IS THE INTENT ,
AND ALL AUTHORITIES HAVING JURISDICTION OVER R THIS TYPE 0 F CONSTRUCTION AND OCCUPANCY.
DISCREPANCIES NOT REPORTED AT THIS TIME
HALL BE PAID BY THE CONTRACTOR. i
BUILDING STRUCTURE INFORMATION
I
o
o o '
N L DING SOIL APPLIED. PESTICIDES,
PROTECTION' SHALL BE PROVIDED BY REGISTERED TE RMITICIDES ICU E
20. TERMITE PROTE ,
RESIDENTIAL .
Z z
Q o
APPROVED METHODS OF TERMITE PROTECTION
BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER A
}
<,
0
CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
1. A ELECTRICAL WIRING TO BE IN ACCORDANCEWITH
ALL
2014 FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL
5. WATER PIPING TO BE TYPE M OR TYPE L COPPER
ABOVE OR BELOW GRADE. F
z
0
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT" A CERTIFICATE OF COMPLIANCE 'SHALL BE ISSUED TO
AND 2011 NATIONAL ELECTRIC CODENE C .
Q N.
z
COMPANY THAT CONTAINS THE FOLLOWING
THE LICENSED PEST CONTROL 0
THE 'BUILDING DEPARTMENT BY E
o
DVW.
CONDITIONED SPACE: ........................ 2516 S.F.
STATEMENT. THE B UILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
y
o
N AN DIMENSIONS AT THE JOBS TE PRIOR TO COMMENCING
CONTRACTOR SHALL VERIFY ALL CONDITIONS D E
2 THE CONTRAC
2 ALL SMOKE DETECTORS AND CARBON MONOXIDE
C
DETECTORS SHALL BE IN ACCORDANCE THE 014
E2
UNCONDITIONED
0 ED SPACE ....................746 S.F.
'E+
Z
Lu
WORK. CONTRA CTOR SHALL REPORT ALL.- DISC E PANCIES THE DRAWINGS AND EXIST ING CONDITION TO THE
A IN D1-
FLORID BUILD G CODE 2 4.
,
.WITH
TOTAL SPACE..............................3262 S.F.R
_
Q
W
z
_o
ENGINEER PRIOR TO COMMENCING WORK.:
'TYPE OF CONSTRUC 10 .... ..'
CONSTRUCTIO
ION BACKFILLING AND COMPACTION IS COMPLETE. ANY
21. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION,
JOINED,
WHERE DISSIMILAR METALS ARE T BE JOINED
8. S Q
APPROVED INSULATING UNIONS SHALL BE USED.
ELECTRICAL CONTRACTOR SHALL PROVIDE ARC
'
FAULT CIRCUIT INTERRUPTERS IN LIVING DINING HALLWAYSAND
CC
-3.
Lu
z
OM R F R39
BEDROOMS 2014 BC 02.12
•N INSULATION FIRST i FEET FROM WATER
FIRE SPRINKLERS.............................. NO
c� U
W
z=
I
HEATER. ;
ENGINEER N MAY NOT
SERVICE, ARE THE PROPERTY OF THE ENG E A D MA 0
3. THESE DOCUMENTS, ENTS AS INSTRUMENTS OF E
MAX HEIGHT OF STRUCTURE 16.1
BARRIER PLACEMENT, MENT SOIL MUST BE RETREATED.
Q
USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN N CONSENT OF THE ENGINEER.
4. ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED
FROM MOISTURE PER 2014 F BC R3905.11
.............
-
ON PROJECT REQUIREMENTS.
o
I
C �:..
JACKSONVILLE
5. ALL PERMANENTLY. INSTALLED LIGHTING fIXTUR S SHALL COMPLY WITH THE .MINI I TERNATIDNAL
MUM' REQUIREMENTS PER N
R
� o
HOWN N THESE D
RAWINGS ARE INTENDED TO BE TYPICAL AND: SHALL BE
AIRPORT
4. ALL DETAILS AND SECTIONS S 0
p
D "
z
FBC ENERGY CONSERVATION R404. A N
3
TP
APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE. A DIFFERENT
S
Lu
CONSTRUED TO TERRELL RD
J JPO
3' v�
Z
Pa
DETAIL IS SHOWN.
2
O G
O
OAO' EW -
O q N
r
/
. P.
J N
6. ELEVATORS SHALL BE IN ACCORDANCE WITH BC 2014 5TH ED SECTION R321.1 R it NRD
D
� U , , P a°� � 295.:. a
5 t
0
P o
Z
_ _ P
ROAD
a
c e
z
W
o
N R E
A
i
. ._
-
Al.5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING FIREAHANDICAP CODES MECHANICAL NOTESINTO THE DESIGN AND BASE PROPOSAL FOR A COMPLETETURN_KEYPROJECT
_ M
R Gt
v-
m 0O
r
P
FR
DY
:. OUT`
E
R
- 415
9
H
O < GARDEN A LVD
K8 105.
._
CL
Ii
_l -
1ALL DUCT SIZING SHALL BE
IN ACCORDANCE ACCA MANUAL D : PROVIDE DUCT TESING IN C�R
AN
CE
CISCO
a
Ribautt
ti
Oh
n
S
R
e
- Bl
6 PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH ANDQE FiS REMOVED 5
O W' ASHRAE STANDARD 152.. EEiFIE
FROM SITE. ALL WINDOWS AND CLASS CLEAN, ALLFLOORSCLEAN, ALL HORIZONTAL SURFACES DUSTED AND ount I:
105
•:.. PRlTCHARD E .. � 17 /' 4i. : r
C ..
".
RD
_ -
❑¢
k
. 1.
O
0
_ ALT
�
Z_
CARDONTCLEANEDf AND ALL PLUMBINGAND TOILET FIXTURES CLEAN AND INGOOD WORKING ORDER. CONTRACTOR Whitehouse DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARESHOWN ON THE LAYOUT PLAN FeldU:S: NERRIFSHALL HAUL ALL FROM SITE ON A REGULAR BASIS. D0 NOT ALLOW TO ACCUMULATE. ?9
D O
Je
O
yZ
R IN
r
o
Y
3
m a�
INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS.
� _ y
W 0 W : N 4J ❑
MM a
2
s
C a
`. a O x
>
I 109
w a
n o
9
I
O }
¢ O ARLINGTON ,
❑
EXP. ESSWAY -+
F
• a
, :
R
g
I
e 10
99A
IA. LY
TIG ' 10
SHALL GI,RANTEE AL CTS &AIR HANDLERS "NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED T0: BE SUBS T _ N
CONTRACTOR L 3. ALL U
AND TAXES. CO D
15. CONTRACTOR
TO OBTAIN ALL PERMITS,,
PAY ALL FEES A _ LP
o ,
- BLVD
7
B
s, D
� LEAK FREE.
N'
THAN 0 1 YEAR ys
i F NOT LESS E R FROM T
FROM DEFECTS:. FOR A PERIOD 0 AL
MATERIALS &
WORKMANSHIP FREE . SPRINGS )
•i t
RD X
ITE
F ,
S
¢
O
"
J N
�n
d90
N Florida Ir
CmoluleTHE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE WITHOUT 'ADDITIONAL CHARGE
s gg )
e
-
LVD ..
AC
AT
�. TH,
> 90
TS PENETRATING THE WALLS CEILINGS SEPARATING" H DWELLING FROM
DUCTS I GARAGE AND DUCTS E DWELL
4 N
O
105 -
OF THE INSTALLATION
PHASE Ev
MENT OR
REPAIR OF ANY OTHER
U REPLACEMENT ,7 ❑
0
N AND..SHAL
L INCLUDE INCLUDE R
a
❑
Q t`
5�
ego
F R 02. ., J \.. :. Unry rst of :
GARAGE SHALL BE INSTALLED ACCORDING ' TO C 3 �9 x
o_ D J
LSON : North FMnda -,
i rt 33
Z
DAMAGED THEREBY..
� O O
0
HAVE BEEN D m
WHICH MAY
HA
,
2
�- n
_.. uNNE
1
�'. EXPRESSWAY
_. :O
gg U
E
E
ALL. INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENE Y CALCULATION PACKAGE PERFORMED' �( �,
Q 5 I TIMU U
N
10 rd
T
i r
T R F IONS
NAS
OTHERS. IF ANY `INSTALLED INSULATION TERI LS DO NO M CH THE ENERGY FORMS, `NEW CAL ,LAT
p
ARE THE "BEST AV ,
T EXISTING CONDITIONSAILABLE
TH DRAWINGS IN REFERENCE 0 E
DILATED ON E
295 - 95
16. DIMENSIONS INF.G.G.
C
O
SHALL BE PERFORMED OR THE ORIGINAL PROVED INSULATIO SHALL BE INSTALLED.
LuDEPENDENT� m
WORK
WITH ANYON Uacicsonv Ile
UT ARE NOT'GUARANTEED.
PROCEEDINGTHE
DATE:. CWi Field
B,
-, BA EA O
Jacksonville
,. .... ...Naval Air _
Naval -._.
_O
O
O
BL D
ALL DIMENSIONS GRADES LINES
Station.
F
z21
: Air Station
K AND VERIFY LEVELS
THE CONTRACTOR SHALL FIELD CHECK SUNBEAM
VED ,
DATA INVOLVED, f ,
a
g
ut
6 LEVATORS SHALL BE IN ACCORDANCE WITH FBC 2014 .5TH E . SECTION R321.
m ,
3 E O N a SCFMILES
,...
ALE O -
ERRORS. IF ANY WORK
0 AVOID CONSTRUCTION A IS
AT THE SITE T
TIONS `OF LIMITATIONS
R : TH R CONDI., g
0 OTHER
:: ,., 0 i t
4
DU AL CO
10 TO ADEQUATE VERIFICATION OF
F HIS SUBCONTRACTORS PRIOR o THE CONTRACTOR OR ANY 0 S Q
PERFORMED BY E CLAY
co
,. „: .: 13
LIJ
02nga-:.
f
U
CONFORM OR WORK AS REQUIRED TO 0 RM T0' Park
T RESULTANT EXTRA COST FOR ADJUSTMENT Q
DATA A
APPLICABLE 29� ,
' - '. ST AUGUSTINE
224 / - GR t D.
PLUMBING S
GREEN REIMBURSEMENT OR COMPENSATION SLEY
_TO
CONTRACTOR WITHOUT REI KING
LIMITATIONS,
SHALL BE ASSUMED BY THE CO T
EXISTING LIMIT
o
E ISTI G
CL BY THE OWNER.
Lu
1 I ALL WORK SHALL BE PERFOR Y A LICENSED UMBING CONTRACTOR IN A FIRST-CLASS
S
0 WORKMANLIKE ANLIKE MANNER. THE COMPL YSTEN SHA L BE FULLY OPERATIVE.
0
L11)..:ION MATERIAL AND E U P
MENT SHALL BE DETERMINED
FOR STORAGE OF CONSTRUCT Q
W
17. A DESIGNATED LOCATION
C
Ill VICINITY MAP
BY THE OWNER THE .PRE
AND IDENTIFIED AT H CONSTRUCTION MEETING.
uj
2. ALL EXCAVATION & BACK FILL AS REQUIRED FOR S ASE OF CONSTRUCTION SHALL BE A
E C
Do
Q
0 0
PART F THIS CONTRACT..
z
18 CONTRACTOR PERSONNEL N ARE CONFINED TO AREAS OF BUILDING G .NECESSARY FOR COMPLETION OF WORK. FREE
P
J
Q ..
SHEET NO, T
ACCESS TO ALL
PARTS OF THE BUILDING IS NOT :ALLOWED.E I TLE
3 ALL WORK SHALL BE COORDINATED WITH OTHE TRADES TO A VOID INTERFERENCE WITH THE
SITE -1
CL W.
A-1
PROCESS OF CONSTRUCTION.
k
FLOOR PLAN
A
A-3
LuN
1N UNCRATING SORTING
Y RECEIVING' UNLOADING, 9. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVER ,
-4
FLASHING PLAN
-
-ELECTRICAL PLAN
-7 00
o o
"
I FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR.
SETTING IN PLACE, AND PROTECTING A Q
S-2.
,:4
S-3
FRAMING PLAN
v t_
Q
THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR.
4. VERIFY -LOCATION SIZE TRAPS INVERTS OF ALL
TI
EXISTING UTILITIES PRIOR TO BEGINNING ;
S-6
FRAMING DETAILS
z
N
DRAINAGE PLAN
CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES.
ANY: COST RES UL TING FROM
Z
W 0
DISCREPANCIES NOT REPORTED AT THIS TIME
HALL BE PAID BY THE CONTRACTOR. i
I
o
o o '
N L DING SOIL APPLIED. PESTICIDES,
PROTECTION' SHALL BE PROVIDED BY REGISTERED TE RMITICIDES ICU E
20. TERMITE PROTE ,
,
Z z
Q o
APPROVED METHODS OF TERMITE PROTECTION
BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER A
}
<,
Q
- OF THE
LABELED FOR USE AS A PREVENTATIVE TREATMENT. TO NEW CONSTRUCTION. UPON COMPLETIONE
5. WATER PIPING TO BE TYPE M OR TYPE L COPPER
ABOVE OR BELOW GRADE. F
CIL o
LLL Z '
Q
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT" A CERTIFICATE OF COMPLIANCE 'SHALL BE ISSUED TO
Q N.
z
COMPANY THAT CONTAINS THE FOLLOWING
THE LICENSED PEST CONTROL 0
THE 'BUILDING DEPARTMENT BY E
6. SOIL WASTE &VENT PIPING TO BE PVC. 40
�
DVW.
o
Z-_
w
STATEMENT. THE B UILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
1
I- z
W
�
TERMITES. R THE RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT
TREATMENT IS IN ACCORDANCE WITH
'E+
3 o I
OF AGRICULTURE AND CONSUMER SERVICES.
PROVIDED WITH READILY
7. ALL FIXTURES MUST BE PR D EA
ACCESSIBLE STOPS
_
Q
Z
Q
ION BACKFILLING AND COMPACTION IS COMPLETE. ANY
21. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION,
JOINED,
WHERE DISSIMILAR METALS ARE T BE JOINED
8. S Q
APPROVED INSULATING UNIONS SHALL BE USED.
;Y W
o
DISTURBED SOIL TREATMENT MUST BE RETREATED.
.o
z
J Q
J
H LINES WITHT' THICK SNR
9. INSULATE OT WATER L
•N INSULATION FIRST i FEET FROM WATER
c� U
W
z=
BARRIER. IF RAINFALL OCCURS BEFORE
22. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL BAR R
HEATER. ;
BARRIER PLACEMENT, MENT SOIL MUST BE RETREATED.
Lu.
Z Q
10. CONDENSATE LINES TO BE COPPER PUC DEPENDING
ON PROJECT REQUIREMENTS.
z
w
23. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE
z O
.,n.t Orli 1 it ti£`r lV1AITAIAIIAIf% 11ATCDIAI C Akin .Drf\cn/C.AAI ADDI IrAT1r1AI (11' TCD#:AITI(`If)ClAi AAIAII 11 AD CDA(`C
SITE -1
SITE PLAN
A-1
ELEVATIONS
A-2
FLOOR PLAN
A
A-3
ROOF
PLAN
-4
FLASHING PLAN
-
-ELECTRICAL PLAN
S-1
STRUCTURAL U NOTES
S-2.
FOUNDATION PLAN
LAN
S-3
FRAMING PLAN
S-4
ROOF TRUSS PLAN
S-5
FOUNDATION DETAILS
S-6
FRAMING DETAILS
C-1
DRAINAGE PLAN
U
W
ry
w
0
U
LLw
LU
z
O
N
12
5 11
O
IT 11 11 IT 11 11-
z
11 111111
U-
11 IT 11 11 IT I
J.
z
11 IT 11 11 IT 11 11 IT 11 1111
0
11 Il IT II IIITII IIITII
111
11 11 IT III
I
IITII 11 Jill 111111 HIT IT 1
11 IT 11
low
111111 1111
O
PLATE HT.
z
_
_
LU
o
`o
z,
Lu
>_
1X TRIM
O
wo
L/1)
ZD
-1
vi
z_
LAP SIDING�
�
OPEN
Q
F.F.E.
LU
Q
GRADE
U
O
z
0
0
J
laow ]-�,EV)
SCS.
w
LU
z
z
LU
z
Q
12
5I
O
LL
z
LU
z
O
U
z
PLATE HT.
---
PL
LU
G
O
o'
1X TRIM
1X
D
o
LAP SIDING
O
LAP SIDING
LAF
Q
u;
O V)
F.F.E.
F.I
00
!lk
-
�
Q
ON
z
O
¢ 0
z
,- 0
�U
Qo
�z
�Q
O
J z
—�
0
_. to
3W
—
z
PLATE HT.
C)
_
LU
\_ ,(
`l
RIGHT
O
ELEVATION
w
1X TRIM
>
SCALE4 = 1'-0"
o
0
-
cl� z
0 ¢
LAP SIDING
C)
w U
cn w
w U
0 =
F.F.E.
Q.0
N
V) <
CL
Uz
12
O
5 1-
O
w
00
Q
Q Q
PLATE HT.
Q U-1rV
..
W
US
Q` z
�z
1X TRIM
i- w
N
LAP SIDING
OPEN
z
-z
Quj
C)
F.F.E.
U'
J W
J W
.z
V.
z
_ z
LU w
w
RFAR
ELE�
LU
z�
z
W 3
-
z
p --z
Q
�z
UJ
00
Z
3.O
_ 12
51
O
z
r
Z
O
W
p
PLATE HT
LUZ
z
�w
W
�.CD
r
n.
Z
Z
LU
1X TRIM
Z
w
L")
rn
LAP SIDING o
OPEN
Q'
Z
12
Q
O
F.F.E.
LU
z
U
N
O
Z..
O
FRONTELE)
O
Z".WA
W
LUZ
Z
Z
Q'
12
O
z
N
O
_
U
PLATE HT.
Z
Uzi
I
3
, 4••
�
O
0:�
1X TRIM
CL
o
LAP SIDING
O
LAP SIDING
Q,
LL;
F.F.E._:
ry CO
OO
�Q
LL.OZ
z0
-
Q-
z0
z
O
QU
C)
_ CL
rill
OQ
LU "'
00
=Z
3 w
PLATE HT.
z:�iIF
0 0
LU --i
RIGHT
E�LENATIO
C)>-_
w
1X TRIM
CL w
w>
SCALE 1- �
o
w0
4
- ,
0Q
LAP SIDING
sz
o U
W
wU
m J
OQ
F.F.E.
Z=
Q.O
CL
U z
_
z' O
5� _
OU
U ..
z
C
oO
oCL
Q Q
PLATE HT.
—
–
J
Q W
� W
W
Qcn
1 -4"
Z
O
� - z1X
TRIM
LU U
�- w
w
_
o
Q
3
LAP SIDING
OPEN
Z
00
III z v,
w
Q
o
F.F.E.
J w
J w
. Z
-
Z
Lw
RaRz
Ww
W _
(D_
z
LU
Z
�z
wo
QN
�z
LU
00
_
U
Lu
LLLI
O
U
Lu
V J
z 7
O
O
O
O a.
Z
LL.. `?
r
35-0
35 -0 L.t.1
t.rl
J
Z
018'-1
N,
0
18'-10
16'-2"
Z:
O
.132 41 - -
v� 0 36 54 _ —
5 2 5 2 5 4 _ _
Z_
36 410
13 2 3 0
w
0 ' „
1 8 4 61T-8"
13 8 5 2 5 2_ o
z11 $
w Z
3050 S.H.
T30
50 S.H.
Lu
0
O
R
&S
*2868
,
N
N
'k
2668 B.F.
PATIO _
1 11 —IT
2
F.
0
„
_ PATIO
4 _ �-3aocoCLG. HT. 9V �
-
0 Lo
, CLG. HT. 9
a
,
opM
co
2868 - 0
0
2 3050 S.H.
50 5
2 3050 S.H.
w
0ui
a o0
U
N-
N -
n`
N
BEDR #2 —13 -10
OOM w
U.
BEDROOM #2
O
13-10
OOM
z
GLG. HT. 9
CLG. HT. 9
O
O
0
Z w w o
0
U.
2 2668 B.F.
c)
2 2668 B. F.
< > <
Z N
J
_ MASTER N
MASTER
-� W
Lu -
N - _ th
ti
LU BEDROOM >N
,
, BEDR
z
)ROOM Ll.i
R&S v
� N N
CLG. HT. 9 � .-
v CLG. HT � R&S _
b b
.9
o ,
,
R _ _
N
&Sr_R,
z.
&S
N T
W
r
r
i
Z
0
, u
, u
r n
a
u
J
4 2 _ _, _
5 -4 5 3 L2868 _
37
37
22 B.F. 53 54 42 �..
a 668
0
2 2668 B.F. o
0
. 1-
1
0
5'-10'
5'-1 0
5 -10
5 10
o'
�- 2868
�'
z,
2668 PK.
Lu — 2 68 PK.
6
z
BEDROOM#1 smwm—p
BEDR #1
0
_� 2
o
OOM
N _ _ '
CLG. HT. 9
o x
o -
� CLG. HT. 9
c\I
N
N
_ _
N
NO
Z00����
CIN���� N
d' �
0W
l�J[l171.
1�J!•!A 1.
'p� X
1BATH
Jal�
1
`�-3030B 2 30G
3
, O
_ co _
31
0
0
31 _
O
3050 S.H. � O
00
3050 S.H.
CL
o=
o _ - -
6 B.F.
2868 6s _ _
cn N N _ .668 B. F <
_ 06 o
M
a,
2868
_O
M M
,
C)
... O : -
N � � 1'[J$
17:
H
_ O
O p�p
2068 B.F.
O
O
<, 206$ B.F.
RFF'.
I—
O
a
r — O
v -1
�.!
, co ao r+
a,
w tca N
lu�
_ O d7 oLL-ALK IN v WALK IN
J W0 N u�
ca
_ Q
KITCHEN
m ,_
N-
X CLG. HT. 9 LA ,
CLG. HT. 9 868 PK.
� CLG. HT. 9 � , X
� cs3 N 2868 PK
00 CLG. HT. 9
N
V— N
O
O O
R&S
DW R&s
L ju) ZY)
Z �` `
DW
0
t. M
M
2068 'k--
0
,
DEMON
Ln N
Z
H
M
cL
2068 J '
0
42 A.F.F
3068
a
m 0
zz
3
068 ;,,
42 A.F. F 04
0
"v
Lj V
►- A
WH AHU,
BVH
ttl
U M`
M
N
a
20 IN. FIRE RATED DOOR
i
20 MIN: FIRE RATED DOOR
WS
ELF CLOSING DEVICE
WlSEIFCLOSINGDE ICE
4"
V
Z _
0 _
.r
a �- N
1
N I O _.
O t
•
N
u...
2 _ — �,
0 ,
3 5 „
00 6 0 ,; 4 - - �-- - -
1 5 -4 _
8 10
w S 10 _ _ _
5 4 V
Z N N
41 60 35 20
J
N W
M M
N
O /+�
O
V) MEEZ
A
TTIC A
CCESS
ATTIC ACCESS
3 MOMJ
LL.
w
„ „
O
MIN. 22 x30 „ „
-Z
LIVING
MIN. 22 x30
� ROOM
_ - - LIMN M
0
._ G R00
d-
CLG. HT. 9
CLG. HT. 9'
J - ��r.:. t
I
a
w
0- o
oC N
_ o
Lu ,
M
-Q.r
ti
w '
o'
0
■
■
z
GARAGE
0 0
ARAGE
0
a
CLG: HT. 9 ■ ■ ■
■
C)
F_
CLG. HT
.9
Lu
U
V) W
LL -
U
m -
J J
DRANG
ROOM
a
DINING ROOM
a' � PROJECT ECT #.
LG. HT.
l SHD 79 -4TH
C 9 _
_ L H
z
0
W
C G. T. 9
r3068� z3068
Y LL 7 ,
J w -
_ a
Y.
0
U
DESIGNED:
KCM
a
CLLu
0
O
z _
,
2 30
50 S.H.
o �)
_1(2)_ DRAWN: c.�
,
M3050 S.H..RA N.KCM
O
_ c� - O
z ,
N
O
U
N,
J
w
4-4 3
U 1- T-16" 4_ 4
_ _ 4 -4 SCALE.
-44 36 /�$
z
a
—� NOTED
LD
12 _ ,.
2 38 21 100 - ,_ _ _
21 21 100 _ _
� 21 38- 122
x
Lu
o
O
15 LJ o--1
0
� �� 174
ISSUED: /18
_ LIED.
15 10
Z _
30 0 _
10 0 _
a
a
30 0
-p -
J
,_0 „ REVISION-]:
a
W
_ o'
70
n LU
W
0
a
V)
Z :REVISION_;
2.
.'
zO
U
w
� Lu
_a�
U NI
c Q
3 v,
viz
- -
FLOOR PL W-
zcn
O `D
w
LU w
. �� ,�
SCALE• = 1"
0 o
AP
4
j oz
J W
_ w
Z
J w
_
. Z
_ 0
U NI
_ z
_z
O `D
w
LU w
AP
_ w
Z
SHEET
i.0 3
Z
1=z
O
a—
z
A-2,
w
r�
o—
N
U
LAj
Lu F-
Q
O
ROOF PITCH PER ELEVATIONS
U
PARTITION WALL
AND ROOF PLAN
_/
ENGINEERING
TRUSSES
24 O.C.O C
Lu
PRE @ (MAX)( )
SEALED CALLS. BY
A FLORIDA
SIGNED & S
12
R ESTERED ENGINEER
Z
EG
ASPHALT SHINGLES OVER
0# FELT & SHEATHING.
ATHIN
. SEE
R
30 IN
UL. MIN.
SEE
STRUCTURAL PLANSFOR DETAILS RYFORMSFOR
O
O
ENEG
_.__ _______
N Vi
HURRICANE
TIE E
A. TRUSS PER
INSULATION SPECS.
O
FRAMING PLAN
z;
,11 ,
V
E
9
-1 - PLATE HT.
MTC. DRIP EDGE _ cn
_ 1 4
D
2x FASCIA
Z
O —ABLE
VENTED VINYL ALUMINUM
2x BLKG @G
ABLE
FIT-
' Z; •
SOFIT
1 €
OBL. 2 O x TOP PLATE. SE .���.,..�...V.. ..., ._...�...w
_ 1
_
T TUBAL PLANS
Z
f
,
S RUC �
Lu
HEADER. PER � 1 4
0-
FRAMING PLAN.
€ E z
E
Z
wNIT A
WINDOW U S PER
>
_ I
_
ELEVATIONS
AND FLOOR PLAN
_
_
E
w`
€t
WINDOWSILL PER BUILDERS
� E
€
SPEC. CAULKED @WINDOW
I
I
I
R-13 BATT
INSULATION
MIN
.
2x SILL PLATE
INSULATION SPECS. 1/2 W.B.
SEE ENERGY FORMS
rI
�
E
,iEI
v �
E
-
0
EXTERIOR R F
INISH
€ W
2x WALL FRAMING.
w
NS. _ �
I ,
J
`PER ELEVATIONS. E
STRUCTURAL -SEES UC
f
Q
I
U
CL
PLANS.
_
Io LL
E
2x4 P.T. SOLE PLATE
I
O
Ll w
� J
0011 FIN. FL
R. I
- R.
OIr w`
E
SEE FOUNDATION
PLAN FOR ALL I
€
_U
THIS IS FOR
TING DETAILS. S
FOO _
r
AND MAY NOT
ILLUSTRATION ONLY A
ILLUS \ €
\
€
0 ` 1
/
REFLECT ACTUAL
Z
REFL /
r/
\ \
N SYSTEM. � €
' w
FOUNDATIO S S
w
Z:
Lu
ry
I
1 �
p� ,_ I
€
3
€
f
_
� U
Z,
E
3
€
i
LL SECTION
-^�. 0.:.
a
TYP. EXT. W
INDOW FRAME WA
i,
1 ,
1/2 1 0 Q
€€ € €
_ 1
€
E g^
El -
Z
Lu E
€
J
f
� Z
_
I
� I
O` _
i
q
I
Z
W
H:,..
E
_
a
_€
O SEAL GYPSUM TIGHT TO BOTTOM BOARD G
TYP. W/ FIRE
DECK UNDERSIDE,€�
I
OF ROOF D
CAULKING.
PLYWOOD w/ H CLIPS 4'-0"
FIRE RETARDANTLYWOO
O
EACH SIDE OF UNIT SEPARATION
WALL. NO
_
PENETRATIONS PERMITTED INTO FIRE
PE E [
RETARDANT 1 PLYWOOD.
___
. � U
PRE ENGINEERING TRUSSES @ 24
_
(MAX)/ SIGNED & SEALED 1 11
w O.C.o.4'-0"€ 1 f
( ) 4 0 ,::
oIe,: f N
,.,_ v, CALLS. BY AFLORIDA REGISTERED
,. Eis E �
COry
_
ENGINEER - _ €
N
Ocq
a
€
_
_ N
�,
E
l
Z
ps A ,
i
_
MM M`
Ln
1-1/4" THICK MINERAL WOOL FIRESTOP FRICTION
ZO FITTED TOABOVE 2ND FCR. DBL. TOP PLT CONT. TO '
NO
-
f _
W
I.
t..r.]
N
_a
TOP PLT
2ND FLOOR V
� O
BELOW THE DBL.
I
zz .,
I" L.tl
I
E N
U
:....
I CL_
Z
O
a R OINSUL.
MIN SEE ENERGY FORMSRMS FORR
Q
'CI"'
Lu INSULATION N SPECS.
f
V
I
I
Z -E O
OO
l
_
V)
9'-l' O
PLATE HT. LL
1
t.t.1
Z
Q
Vi
w
€
I
E
Z
I
_
i
0 2X4 WOOD NAILERS
AT GELLING
TYP. '
�
V
I
_
a
I
ATE. SEE GP``
IP TOP PL �.L N
BREAKAWAY CLIPS BRE .�..._.w.... .�� f
>- 25G�. @
R SPECS.
_ M;
�I
O SHA
FTLINER'MANU
AL FO S
_
Lu " g
€ €
CL
■
U,
f
C)
BMEMO
B
�...... LOP
z
R13BATT INSULATION N MIN.
O a
0
SEE ENERGY FORMS FOR `INSULATIO
N SPECS.
APPROVED
R
O
E
d
Lu
w
Lu
co J 2X4 WALL FRAMIN GSEE'
PRO ECT #.
SHD 79 -4TH
l
O
a
STRUCTURAL FOR TYPE & SPACING
z
VENTILTA ION CALCULATIONS
_ Jry
DESIGNED. KC
;
a
O
111
M
-
CD
X PLYWOOD W/ FIBER CEMENT SIDING
z
V,
U VENTILATION REQUIRED:U'IED.
a
R PIT A XT
Lu Z -SHAPED METAL TRACK SCREWED BACK TO BACK ATTIC SPACE 3,761 S FT
U DBL C
Z
3,761 / 300 = 12.54 SQFT
0 v 1�
12.54 X 144 = 1805.3 SQIN SCALE• =
Uw
4
Z '- _ '
a 1806X 0.5(50%) 903 SQIN NET FREE ROOF VENT :REQ D
0 0'-0" FIN FLR. _
C -SHAPED METAL TRACK INSTALLED ALONG BASE & 1806 X 0.5 50% = 903 SQIN NET FREE SOFFIT VENT REQ'D
W X ( ) Q
WALL ENDS OF SHAFTLINER. FASTEN TO SLAB @ 24
ry O.C. SET IN SEALANT AT WALL ENDS.
o � 1 / / •' • . ' . / UPPER ROOF VENT SPECS.
z r)// r \ /\/\ NOTE.
Q \ \ \ DRAFTSTOPPING SHALL BE INSTALLED IN 4 -O VENT PROVIDES 144 SQIN NET FREE SPACE
J o
I g
Lu
ACCORDANCE
w/ SECTION
R202 OF T
HE
2014 01
VENT PROVIDES 2
16 S(
LN NET FREE SPACE6
� wFLORIDARIA RESIDENTIAL BUILDING CODE.
w< 0 81 1V NT PROVIDES 88 SQINNET FREE SPACE a N 2x4 P.T. SOLE PLATE &ANCHOR
Z BOLTS(SEE FRAMING PLAN FOR
0 SPECS) UPPER ROOF VENT REQUIREMENTS:
Z v w () 4,-0,,
1 VENT @ 144 SQIN = 144
r=g1/2
. FIRE SEPARATION WALL SECTION 1 11 _
�a (1) 6-0 VENT @216 SQIN-0
3 � 2_ _ 1 11
NDATION PLAN FOR ALL FOOTING DETAILS."-
. z SEE 1=®U 1 0 3 8 -0 VENT @ 288 SQIN = 864
0 Q PROVIDED
z N TOTAL 1,008 SQIN NET FREE ARE A 0 DED > 903 SQIN
_z
Z 11J REQUIRED
a:�E
a�
J
Lu
J
J W
.Z
Q (D
z
_Z
Lu
LU
w
w
Z
O
-Z—
w
3
ZV)
P:Z
-a 0
z
LU
o-
N
B TYP. UNIT WALL SEPARATION ASSEMBLY: SOFFIT VENTS REQUIREMENTS:
TC RATIN 360
373 2` HOUR FIRE RATING/ 66 S G LIN PT OF SOFFIT AVAILABLE
UL U
1 LASS SHAFTLINER INSERTED I
TWO LAYERS OF GEORGIA PACIFIC OENSG
2 -25Ga.
- IN
AIR FLOW PER LIN. FT. 5.89 SQ
NOTE:
H -STUDS 24 O.C. MIN. w/AIR SPACE ON BOT IDES MUST BE MAINTAINED BETWEEN
LINERER
TOTAL 2120 NET FREE SOFFIT AREA PROVIDED > 903
.SOUND TESTED X4 TUD WALL W/ GYPSUM
PANELS & ADJACENT FRAMI
WALLBOARD
SQIN REQUIREDUIRED
THE ABOVE ROOF DATA DOES NOT INCLUDE
I!
(REPLACE GYPSUM W/ 21" CDXPLYWOOD) AND 3.5 FIBERGLASS INSULATION IN
BOTH SIDES. INSTALL 25GA. BREAKAWAY CLIPS TO H SIDES OF
STUD SPACE
ALL) & WOOD
p I- t-
CucE
SHEET
-STUDS (BOTH
VENTILATION REQUIREMENTS,,SHALL BE IN
ROOF PITCH FACTORS & CONSTRUCTION WASTE.
FRAMING. ALL OTHER SPECS & EXACT CONSTRUCTION DETAILS SHOULD FOLLOW
UL 373 &
GP SEPARATION WALLS MANUAL, EPA AN AL UNLESS NOTED OTHERWISE.
ACCORDANCE W/:SECTION R806.1 OF THE 2014
C
RESIDENTIAL FLORIDA BUILDING ODE.
_
A3
W
TYPICAL WALL
WEATHER BARRIER
I--
P
P
L _ Q
. ROOFING
D
N ,
WOOD SIDING D
6
WOOD FURRING
G
�N F
O O
E O
E R
R
Dec,"
C
TYVEK.HOMEWRAPO E
s s
R
J
O
G
7/16., PLYWOOD SHEATHING
s
0
2x4 WOOD STUDS P
ROOFING SHINGLES
4P
w/ R13 BATT INSULATION
„ O
6
0
MEMBRANE TYPE
E
AVE PROTECTION
1/2 GYPSUM BOARD 12 gN
6
48 HIGH'MIN.
Y
M
{ z
)
R
E
R
O
N
O
V
ROOF SHEATHING c/w H
CLIPS.
0 O
K
e e O
Owe 0 \
0.
LAPANDTAP TYVEK. „' ��
E
E
VA FIBERGLASS 2 x2 WOOD FURRINGS
VALLEY SHINGLE INSTALLATION. IBE .GLASS SHINGLE ROOFING OVER
.0
AT JOINTS 1/2„ PLYWOOD. INSTALL SHINGLES USING WEAVE METHODHOD UNDERLAYMENT
0.
�.
'
o WOOD ROOF RAFTERS 6
INSTALL SHINGLES OVER O
FF-RI
DGE VENT FLANGE A
T
WALL SHEATHING
. ND 1 FULL END SHING MIN. 1PAST HEAD
BATT INSULATION CENTER LINE OF VALLEY. SEE MANUF WRITTEN GALVANIZED METAL OFF -RIDGE `
O
SYN WD SIDING OVER
to
IN
STR CTION FOR VENT WITH
CEILING JOISTS
P
rc U O ADDITIONAL INSTALLATION BAFFLE. SET IN
APPROVED WEATHER ,�/
W
E
E
G
INFORMATI N
\
O O PLASTIC ROOF CEMENT OR
BARRIER D
• 1/2 GYPSUM BOARD
+ . EXTEND
CUT PLYWOOD TO ID?-? SEALANT
+ O
•+ ” LAP
WEATHER BARRIER
+ OVER
2. DO NOT NAIL 6 MIN. FROM V
+ • ` OM ALLEY CENTER LINE
O ALLOW FOR VENTILATION
R 6
• TYVEK� HEADER WRAPo
+.
.• ,+ ••
*•�
AT TOP PLATE BETWEEN WOOD FURRINGS
SCREENN
METAL FLASHING AND
SECURE
WITH STARTER STRIP
•+ •
+ 0
OVER SHEATHING
INSTALL OFF -RIDGE
FIBER
EXTEND 15# ROOFING FELT
LA SHINGLE VENT FLANGE OVER
G SS
'
G
+• • .
+•
TAPE TYVEK...UNDERLAYMENT ROOFING OVER 15# FELT
SHINGLES AT BASE
UP WALL
7" MIN.
+• . OVER 7/16"z
OSB OVER
7/16 OSB OVER
•
_ z
PRE EN x
G WD TRUSSES / _ 5 5 METAL FLASHING OVER
PRE ENG WD z
24- WIDE METAL VALLEY TRUSSES _
r . ROOFING FELT I
NAIL TO ROOF
0 -
® 'FLA /
� _ DECK NOT WALL SHEATHING
FLASHING OVER 15# FELT N O
/ z
.CAP. HIN
O S GLE DO NOT NAIL
\ INSTALL WITH
ROOF CEMENT
„ --- \'
EAVESTROUGH /
BOARD r
1/2 GYPSUM No Es.
11 1/2 to 12-1/2" 11
112 to 12-1/2" SHINGLE ROOFING
'
SEAL ALL JOINTS
G
(
FASCIA _ 1. INSTALL IN STRICT 1 to 1 1/2 C ACCORDANCE WITH
1 1 1/ ROOF CEMENT
to 2 T
&PENETRATIONS \ /
MANUFACTURERS
/
E S WRITTEN INSTRUCTIONS
010 N
CAULK TYVEK® TO
VENTED SOFFIT /
/ 2. APPLY ROOFING CEMENT OR SELF -ADHERING.
TRIM
GYPSUM BOARD /
_
FLASHING OVER FLANGE? H N
J
A HEAD ONLY
v
TYPICAL WALL CID
WOOD SIDING
.woos FURRING OFF RIDGE VENT
FLASHING DETAIL
TYV EK._ww...
N.T.S.
WALL FLASHING DETAIL.
LAP SIDING
SHINGLE NAILING VALLEY FLASHING DETAIL
N.T.S.
N.TS.
J
NOTE. DETAILS ARE FOR SLOPE F
S O 3 12 OR GREATER
TYPICAL WALL ISOMETRIC '
C
IJ E S BELOW 3.12 ALL ROOFING O
RESIDENTIAL WO
OD {
FRAME -STRUCTURE w/WOOD SIDING COOLING CLIMATE
.ROOF/ WALL INTERFACE
DETAIL
FOR SLOP
O G UNDERLAYMENT U.
SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED
RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD0 '
SIDING (COOLING. CLIMATE)UJ
BY THE SHINGLE MANUFACTURER FOR USE ON LOW
ROOFING PROJECTS WINDOW WITH SLOPE RO
O E S
_ w TT
INTEGRAL MOUNTING CAULKING
i
W
FLANGE
TYPICAL WALL
MINIMALLY EXPANDING WOOD SIDING
INSTALL SHINGLES OVER
'•• WALL SHEATHING
FLANGEHEAD
POLYURETHANE FOAM _O
R
`TYPICAL WALL
WOOD
OOD FURRI
NG
PLACESHINGLES3/6
, >
......
STUCCO
CV FIN
I
SH_ TYVEKo HO EWRAPo OVER `EVE & RAKE FIBERGLASS SHINGLEW <
APPROVED CAULK .WOOD SIDING EDGES O PROVIDE DRIP OPT. PROVIDE LEAD VENT ROOFING OVER 1 FELT ASSEMBLYW/ 15# F
ELT
WOOD FURRING 7/16" PLYWOOD SHEATHING EDGE Boor WITH INTeGRA FLANGE OVER 7/16 OSB OVER STUCCO/CVFINISH OVER APPROVED WEA
HERAROUND WINDOW RSO ..
WBARRIER
TYVEKo HOMEWRAPO 2„x4,WOOD STUDS ALONG RAKES CEMENT PRE -ENG WD RUSSES ASSEMBLY
....
:
...
,..„,,•..
.. • •.. •
-•c-. .
,-
,•
............
:......
. .LA ELT A
N
D
W
EA
TH
ERS INGLES TO UNDERLAYMENT VENT STACK, SEE
w/ R 13 BATT INSULATION PLYWOOD SHEATHING EACH OTHER IN A 4,IDT FOR E & LOCATION LAP BARRIER OVER NAILING BARRIER OVER VINYL
WRAP TYVEKOINTO FLANGE STUCCO STOPMIEEP2 x4„ WOOD STUDS 1/2GYPSUMBOARD OF ASPHALT PLASTIC -ROOF PREFORMED FLEXIBLE BOOT OPENING& TAPE TO CEMENT . EXTEND 15# ROOFING FE
LT
SILL'ESP. CORNERS) w/R-1 3 BATT INSULATION i FLASHING W! INTEGRAL FLANGE VINYL DRIP/WEEP SCREED UP WALL 7” MIN.
1
USING TYVEK®FLEXWRAP 1/2„ GYPSUM BOARD INSTALLALL TYVEK� FLEXWR PM ON_CORRODING: SET IN PLASTIC ROOF CEMENT 5x5 METAL FLASHING
TT
mW
OVER
MTL EA,VE DR
8 i
,.,
z.-.
.. ROOF
IN .FE
LT
(NAIL TO MOUNTING FLANGE. LAPINSTALL FLANGE OVER 5"x5� METAL FLASHING z ROOF DECK NOT WALL EXPANDING RIM E 7.FR END SHINGLE
LAP &TAPE TYVEKPOLYURETHANE FOAM OR TYVEKo &TAPE JOINTS. of FIRST SHINGLEE KICK -OUT SHEATHING) `
Ti
U ° ..APPROVED CAUL
_ TRIM '
FROM ALL
FLASHING (SEE
N
CA
P SHINGLE -
■
— DO NOT NAIL
DETAIL) L) INSTALL WITH ROOF
(AR UND WINDOW RSO) STARTER LOURS CEMENT
y
S
FASTEN TY
VEK®FLEXWRAPTM SHINGLE % ...
SHINGLE ROOFING
CORNER USING MECHANICAL
WINDOW WITH
STARTER COURSE EXTEND KICK -OUT 2
11IA l
FASTENER INTEGRAL MOUNTING BEYOND FASC�
ROOF CEMEN
T
.
5 �
INSTALL TYVEK® FLEXWRAP FLANGE
0
PLACE SHINGLES CLOSE \
AROUNDPERIMETEROF OPENING \ U.
TOGETHER BUT DO NO
CROWD NOTES: FELT UNDERLAYMENT
ALONG RAKES CEMENT
SHINGLE ROOFING
WINDOW .HEAD DETAIL L
I
SHINGLE T Y ,
O UNDERLAYMENT 1. INSTALL S ALL IN STRICT ACCORDANCE CCORDANCE WITH
+�+..•.,•+•+
o
MT L DR
IPEDGERESIDENTIAL WOOD FRAME STRUCTURE W/ WOOD SIDING {COOLING CLIMATE) & EACH OTHER IN 4” WIDT MANUFACTURERS WRITTEN INSTRUCTIONS
_
_-
� FASCIA NOTE: INSTALL KICKOUTOF AS HALT PLASTIC ROOF WALL FLASHING DETAIL STUCCO
CEMENT 2. APPLY ROOFING CEMENT SELF ADHERING FLASHINGAT BOTTOM OF
.+ '+••+•+•. . .•, Oo
FLASHING OVER FLANGE AT HEAD
ONLY ROOF & WALL INTERSECTIONSI
NS
WATER
N.T.S.
0
NON_ ORRODING TIGHT
SHINGLES 3/8 '
SEAL
+
+•; . Mr EAVE DRIP
OVER EAVE 8 RAKE
VENT STACK LASHING DETAIL WALL/KICK
OUT FLASHING N
G DETAIL
♦♦hh
EDGES TO PROVIDE DRIP „
VJ
EDGE UT.S. N.T.S.
WINDOW SILL DETAIL
FRAME' STRUCTURE w/ WOOD SIDING COOLING CLIMATE
RESIDENTIAL WOOD { )
FIRST S COURSE
V'
J
140
FLASHINGS 's
FOR QLIVINGS :., N
,K_ N
,
x3C17 N
Ln
H INSTALLED
DUPONT TYVEK®TAPE
SHEATHING I S ALLED
.? OVER BARE STUDS
N _
11
PEEL LARGEST STRIP OF
HEAD FLAP FOLDED O�
OPTIONAL
BACKDAM DETAIL
P
iM
RELEASE PAPER FIRST.
DUPONT- TYVEK® WRB
�r
I UPWARD TO EXPOSE BARES D
WHENuswcs wDE A SHEATHING FASTENERS _ STUDS
Ln N
w
N FLEXWRAPTM NF
DUPO TTN
A=
0� SHEATHING.�RRELEAEE".PER �0 0 EXP
OSED DUPONT-DUP
ONT -
TYVE® WRAP CAP
FASTENERS ERS
OUTLINE 0
ROUGH
No
CENIERRELEASE
SHEATHING.
8
OPENING TO BE CUT
PAPER G
E ., 0 ►•
V`
FOL"M1£RE t w
TOM EA% ROUGH OPENING -_
FOR WINDOW.
N
swRfs
a .• A :DUPONTM
EKTA
PE OUTLINE
_EXTERIOR
w 0 .
RELfAfiE
RFAR
o
: o
m
O 0
6.. Y.
w
. V
f w
a O
NO GAPS IN
, A
•
CORNER
O
S A
I
V�
L'I”SILL
'LEA.0DIRECTION OF
s�LL � .
\' DUPONT- .
3
0
TYVEK WRB
A
POSITIVE DRAINAGE
I
i
co1—RRE”,
:_
O
I ,
R FLOW.
INTERIOR0
I.A
V
_ o e
0
— — — — - —
d'
A<
• � A � N
s .
r
r
e
w �
9
.
W4 ,
x ,
s. .--�
A
■
a ■
o
A
o •
2
o ® m m
0 0
0
®%%*
®
A
a
SOME
STEP 8 0 STEP 7 STEP 6 TEP 5 STEP STEP
STEP 2
STEP 1
A. INSTALL THE SILL FLASHING. REMOVE THE A. PREPARE THE SILL FLASHING BY CUTTING A • m
G 0 O A. FLIP THE CUT HEAD F
U EA LAP UPWARD TO
0
A. FOLD I
0 D S DE FLAPS INTO ROUGH w �,
�,
TM TPA
A. TAN CUT (STANDARD ARD;I CUT IN '- ' A A. SHEATHING TO BE INSTALLED OVER BARE
DUPONT TYVEK® WRB T 0
FLEXWRAP- {
TO LARGEST STRIP OF RELEASE ALIGN PIECE OF DUPONT WRA NF -THAT IS )
EXPOSE THE SHEATHING AND
BARE STUDS PRIOR TO SHEATHING INSTALLATION.
OPENING AND SECURE TO INSIDE ` TON.
DUPONT- UPONT TYVEK®
THE WRB. STUDS.
.MECHANICALLY FASTENED
AND INSTALLED THE FLASHINGWITH THE INTERIOR EDGE OF AT LEAST 12 LONGER THAN THE SILLLENGTH.
S
G
TEMPORARILY SECURE
S CU E WITH
o SLOPE
SILL FRAMING T
L G 0 EXTERIOR, ER OR FRAMING AN PROJECT O ECT
WALL. #.
TM
AL SECURE TO INSIDE WALL WITH
AHEAD FLAP
1 SHD.79 4
TH.`
TM B. T AT A 4
CU S ANGLE TO OVER B. AFTER SHEATHING HAS BEEN INSTALLED CUT
SILL AND INSTALL INTO ROUGH OPENING B. USE$ DUPONT FLEXWRAP NF
DUPONT TYVEI(® TAPE:
0 R SHEATHING.
NON -WATERPROOFING
COMPONENTS ARE N
TYVEK° T
E S ONLY
" " "
APE OR
EXPOSE 8" OF SHEATHINGH
TO ALLOW B. DO NOT N AN OPENING IN THE SHEATHING ALONG THE
R ILL AND B t FOR x4 FRAMING
0 INSTALL FASTENERS WITHIN 6 OF
ACROSS S A UP JAMBS (6"MIN.). N.. 0 2
?M
(
.SHOWN SCHEMATICALLY.
EE DRAWINGS D NT
S NGS BY
TM
UPO TYVEK® WRAP CAP
FOR HEAD FLASHING INSTALLATION. PERIMETER F THE ROUGH OPENING f R
LA ON.-:THESILLSAND 0 G.O.
JAMBS OF THE OPENINGS GS
B. APPLY WORKING FROM THE MIDDLE F THE AND DUPONT F RAP NF I
0 G 0 9 'OTHERS FOR DETAILED FASTENERS R INFORMATION.
S S
AND WITHIN WINDOW.
N 9 OF THE HEAD OPENINGS. N GS
ILL TOWARDS THESIDES. SECURE FOR 2 x 6 FRAMING. DESIGNED: GNED.
KCM
DUPONTTM FLEXWRAPTM NF TIGHTLY INTO C. INSPECT INSTALLATION SURFACE TO ENSURE C. ENSURE THE SHEATHING IS CUT FLUSH WITH
THE CORNERS BY FIRST WORKING IN ALONG THE SURFACE IS FREE OF DIRT AND
OR SLIGHTLY BELOW THE SILL FRAMING TO
' THE SILL BEFORE ADHERING UP THE JAMBS. SUBSTANCES THAT COULD INTERFERE WITH ALLOW FOR POSITIVEITIVE DRAINAGE.
C D0 NOT STRETCH MATERIAL ALONG THE SILL ADHESION AS WELL AS ANY SHARP DRAWN:
KCM
OR JAMBS. PROTRUSIONS.
HEAD FLAP FOLDED
OVER HEAD FLASHING.
SCALE:
AS NOTE
D'
CORRECT -
7 F INC TAPE OVERLAPS
.. LASH
.,. .u...
0
� HEAD
UPONT FLEXWRAP NF
0
m
0 FLASHING
G 0 `:
O.
0 g
0
o ISSUED.
1/4/18
0
A
o •
o w .
ftA
® o . o
0 0
o.
0
EVl
R SION 1.
NCORRECT e
WINDOW T BE
O
0
:.
DU NTTA FLASHING TAPE FLUSH WITH O a a
.
DUPONT- ..FLEXWRAP"'NF
INSTALLED`
2EI
o
• r - x
® 1 o w
0
0
0
0
,.
REVISION -2:
.� ON
2.
0
o
ow
F 111 M
f
o a
J ,
3
3
IM1UM
r
,.
o � o
� o
0
r 0
o
• INCORRECT
t
tDUPONT-LE%WRAP NF REVERSE
0 FLASHED
° e
{
0
0e
,
0 r'
a
j/ 9 0
0 ® x x
O 0
O
Q
.. 0 �.Fu0
0
2
"
41BELOW
! A
..
�
o
o
STEP 16 STEP 15 STEP 14
BOTTOM .
EDGE
E
�, '",,, OF SILL
o
os,
A
® o w
FLASHING
0
0
0
°
A. TAPE AL I DUPONT- TYVE A. TRIM THE 0
L CUTS N DU 0 K WRB AND TAPE
A. FLIP DOWN UPPER FLA F
TP
E PO
STEP 17 STEP EP 1
2 STEP P 11
13 STEP 10
TM T " ".
° A ` STEP 9
ACROSS HEAD OF THE WINDOW WITH DUPONT TYVEK® WRB 1 2 ABOVE T 0
HE bUF NT
-,
0 TYVEIC® WRB SO LAYS FLAT
DUPONT(TM) TYVEK R TAPE 4 DUPONT- FLASHING WINDOW OPENING.
U S G
ACROSS THE HEAD FLASHING.
TM
SEALANT OR TM- TM
INSTALL A.
A NS ALL DUPONT RESIDENTIAL SEA CUT TWO PIECES OF A.
A. `0 INSTALL WINDOW A
CUT APIECE OF NOW CCORDING TO a
TAPE OR DUPONT STRAIGHTFLASH B. WHEN TRIMMING THE ® A. A. REMOVE EMOVE NARROW PIECE OF THE RELEASE
,M. TM
TM
ER ROD AS TMM
RECOMMENDED SEALANT (AND BACKER DUPONT- FLA FLASHING SING TAPE OR MANUFACTURER INSTALLATION T
UPONT STRAIGHTFLASH DUPONT F SNS LLA ION APPLY (CONTINUOUSLY) ( DUPONT TYVEI WRB, DO NOT CUT OR LASHING (CO UOUSLY DUPONTpUPONT RESIDENTI PAPER.
11 11
N R
OPENING AT THE. _
NECESSARY) AROUND THE WINDOW DUPONT STRAIGHTFLR H INT TM
TAPE FOR HEAD FLASHING,
S FOR INSTRUCTIONS. TrA
S NG SEALANT RECOMMENDED 1 2 DAMAGE THE HEAD FLASHING THAT HAS OMME DED SEALANTON
S B. FAN DUPONT FLEXWRAP.: NF AT BOTTOM
INTERIOR. IT IS ALSO ACCEPTABLE TO USE
BEEN INSTALLED BEHIND T. B. HEAD FLASHING 0 EXTEND BEYOND FLASHING EXTENDING 1 ABOVE WINDOW
THE HEAD AND JAMBS OF ROUGH
OPENING CORNERS AND ADHERE ONTO EXTERIOR
SHEET
TM ". "
OR RECOMMENDED
bUPONT WINDOW AND DOOR FOAM HEA F "
D .LANCE AND 4 TO 6 BELOW OUTER EDGES OF JAMB F 0
LASHING. ON TOP OF WRB). ) FACE OF WALL. COVERAGE SHOULD BE 2
F I SAND HEAD.
FOAM AT THE. INTERIOR CAVITY OF THE JAMB
., C. REMOVE RELEASE PAPER AND INSTALL BOTTOM EDGE OF SILL FLASHING.
.
B. IF SEALANT IS APPLIED TO THEI
S LL, TO 3 INCHES ONTO THE FACE OF THE WALL
MENDED SEALANT
IF FOAM IS USED AT THE SILL RECOMMENDED B. REMOVE RELEASE P
, COMPLETELY COVERING WINDOW S APER AND PRESS ENSURE UR THAT THERE ARE AT LEAST TWO C. PRESS SILL FLASHING W/FIRM HAND
SHOULD BE USED AT THE SILL AREA BEHIND THE FOAM
TIGHTLY ALONG DE " `
MOUNTING FLANGE AND ADHERING TO THE GSI SOF WINDOW 2 2 INCH GAPS IN THE. SEALANT J -
ROLLER NT BEAD FOR .PRESSURE OR J ROLLER TO ENSURE FULL
TO ENSURE A PROPER WATER SEAL.
EXPOSEDOSED SHEATHING FRAME.
EVERY 4
OF WINDOW TO ALLOW FOR
ADHESION ON ALL SURFACES.
DRAINAGE.
A-4
,9
U
w
0
U
LL.
w
Lu
Z
3
0
2
V)
F_
0
Z
Li
Z
O
Z
O
HVAC DISCONNECT
Lu & RECEPTACLE LOCATION COMP.
0
LliZ
Lu
Q
� v
Z \
Q .
0
W
Q \
U
44
o
o — — —
U
i
J
Z -
w
W.
''Znn
Z
W ,.
Z
Q
LL.`
z O
Lu O
N
Z �\
Q \ 1
Z
W \,
ry
_o
W O
ELECTRICAL LEGEND
�0GF1 0001 (b
Q Fr
W Lu
W0 tN
ry CO CEILING FAN t
00
o Z _—_I o DW °
} Q FLOURESCENT LIGHT
Z N
USB/GFI
Z z LIGHT`
o
'o
OUTLET
Q
oN GROUND FAULT INTERRUPT
0 o GFI (All Waterproof) / -
z AFI ARC FAULT INTERRUPT <
0
u Q 44
PENDANT LIGHT
oma
_w_
0 w
ww � WALL MOUNTED LIGHT
>
wz EXHAUST FAN/LIGHT
Lu
® FAN ONLY
W U
0< $ SWITCH I
Z=
THR WAY —
Q Q $3
EE
2
N
U
Q Q EYEBALL LIGHT
UZ
z `
o RECESSED LIGHT
- U
0
Uw
Z< SCONCE
V)
X
0 o F/L PRE WIRE &BRACE
Ll
QQ
DOOR BELL (LOW VOLTAGE)
:.,�Lu
T CABLE
w
a ® SMOKE DETECTOR/CARBON MONOXIDE
zu FLOOD LIGHT
uj
F- w
w
wQ
GARBAGE DISPOSAL
3V)
v; z
0
z z AUTOMATIC GARAGE DOOR
Quj BUTTON & SENSORS (LOW VOLTAGE)
�o
0
v `W
J z COMP. COMPRESSOR `
zU
__z
CZ LU
wW
w =
z�
0_
w3
Z Ln
P__z
Q
�z
�w
o
U
u
Lu j
E�
S.3O WIND PRESSURES ON WALLS &ROOF.
G:
U
EFFECTIVE AREA OF
OPENING/ROOF ZONEz
GENERAL STRUCTURAL NOTES
PLYWOOD PANEL8 SHALL CONFORM TO THE REQUIREMENTS OF U.S. PRODUCT
STANDARD PS -1 FOR
EDGE ZONE 2
DESIGN CRITERIA.
INTERIORND
ZONE 4
>-
0 to 10
CONSTRUCTION_
AND INDUSTRIAL PLYWOOD OR APA PRP 108 PERFORMANCE
STANDARDS. UNLESS OTHERWISE
24.5
-67. 8
24:5.
-
T COMMENCING
CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR O
CONTRACTOR HALL VERIFY COND O
THE CONTRAC O S
NEL
NOTED PANELS S HALL BE RATED SHEATHING `EXPOSURE 1 OF THE
, ,
- AND SPAN RATING SHOWN -
S BASED ON STRENGTH
DESIGN WAS AND DEFLECTION CRITERIA OF THE 2014 FLORIDA BUILDING
w
T CONDITION TO THE
WO RK.CONTRACTORS HALL REPORT DISCREPANCIES THE DRAWINGS AND EXISTING CO
ON THE DRAWING S.
22.4.
CODE 5th EDITION.
IN ADDITION TO THE DEAD LOADS' THE FOLLOWING LOADS AND ALLOWABLES
z
ENGINEER PRIOR TO COMMENCING WORK.
- PLYWOOD INSTALLATION HALL BE INCONFORMANCE WITH APA RECOMMENDATIONS.
ALLOW 1/8 SPACING AT
WERE USED FOR DESIGN WITH LIVE LOADS REDUCED PER THE 2014 FBC:
20.1 to 50
0
O'
DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS
PANEL EDGES, UNLESS OTHERWISE RECOMMENDEDMMENDED BY THE PANEL MANUFACTURER.
-55.2
19.5
- 85.1
38.1
-41.7
ELSEWHERE,EWHERE EXCEPT AS OTHERWISE INDICATED. ADAPTREQUIREMENTS , SECTIONS PLANS AND
-48.0
.
50 1 to 100
7
1 .4
LIVE LOAD DEAD LOAD
ON
DEFLECTION CTI
V)
NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.
ALL SUB -FLOORING, ROOF AND SHEARWALL SHEATHING S ALL BE INSTALLED
WITH FACE GRAINPERPENDICULARROOF.
- ,
39.8
20 PSF 15 PSF
U240 _L/180
r
O
-
TO SUPPORTS EXCEPT A INDICATED N THE DRAWINGS. STAGGER ER E
C S C O G S GG
D F ADJACENT PANELS 4 -0 .
S O
FLOORS.
4 40 PSF 15 PSF
-
L/360 L124 0
Z
WIN 1N REFERENCE TO'EXISTING CONDITIONS ARE THE BEST AVAILABLE
N THE DRA GS
DIMENSIONS INDICATED ODECKS.
31.8
-3 .
53
INCLUDING INTERMEDIATE TRUSSES.
50 PSF. 15 PSF
L/360 L/240
-
DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA
ROOF SHEATHING SHALL B BLOCKED T NGUE_AND_ GROOVE OR HAVE:
.EDGES SUPPORTED BY PLY LIP
S
.1PER
WALLS:PER
C&C ASCE7-10
L/240 -BRITTLE
EFFECTIVE AREA OF
OPENING/ROOF ZONEz
ROOF ZONES'
1
EXTERIOR WALLS'
INTERIOR ZONE 1
EDGE ZONE 2
CORNER ZONE 3
INTERIORND
ZONE 4
ZONE
E O E 5
0 to 10
` 24.5
-38.9
24.5
-67. 8
24:5.
_
..100.2
4 2 6
-46.2
42.6
57.0
10.1 2
0 1 to 0
2 .4
2
-37.8
22.4.
-62.4
22.4
- 93.8
40.6.
-44.2
40.6
-53.2
20.1 to 50
0
1 .
9 5
-36.4
1 .
9 5
-55.2
19.5
- 85.1
38.1
-41.7
38.1
-48.0
.
50 1 to 100
7
1 .4
=35.3
17 .4
-49.8
17.4 _
_ 1
73.
36.3
- ,
39.8
36.3
_
44.2
100.1 to 500
-
-
-
-
_ ,
_31-35.3
:8
.
- 35.3
31.8
-3 .
53
THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK
O_
BEFORE FOUNDATION CONSTRUCTION BEGINS, <CONSTRUCTION
OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED.
5
CONCRETE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL UNLESS NOTE OTHERWISE): '
ZI 3
FOOT NGS BOTTOM AND SIDES 2 TOP
Lu
„ „
cn
L FIELD CHECK AND VERIFY ALL DIMENSIONS GRADES LINES, LEVELS OR
INVOLVED THE CONTRACTOR SHAL,
ATTACH PLYWOOD PANEL T PORTING MEMBERS WITH 10d NAILS
S O SUP
PACED 4 ON CENTERALONG THE PANEL
BELOW
_ -
TBL 1 /1
E C3 L 80 FLEXIBLE
L
COLUMNS 1-1 " T
/2 TO TIES 2 OP
GL ,
D
28 -.DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:-
ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL
TRUSS SHOP DRAWINGS FOR APPLICABLE
Q-
THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING
J..n
'Z
K IS
ERRORS. IF ANY WOR1
THE SITE TO AVOID CONSTRUCTIONW
OTHER CONDITIONS OF LIMITATIONS AT H SMEAN
AND 6 INTERMEDIATE SUPPORTS,LE
EDGES ON CENTER ALONGUN
N TED THERWISE:
S O O
LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING
CODE, 2014 RESIDENTIAL.
1 ND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH
ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA
0
z
0
�
BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION:
ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANU
=ACTURER AND MADE USING TRUSS
- O -
R ANY OF HIS SU CO T E ATE VERIFICATION OF
B SUBCONTRACTORS PRIOR O ADEQUATE TRACTOR O
PERFORMED BY THE CONBETWEEN
HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. T
1-
a
IND PEE
ULTIMATE W SPEED
1 MP -
30 H PER ASCE 1
SC 7 0
2/12 & 6/12 VERT./HORIZ.. IF THE STRUCTURE IS
U OUTSIDE THESE PARAMETER .PLEASE CONTACT THE ENGINEER.
( ) C
IBER FOR EACH TRUSS: COORDINATE
�-
O
BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS
WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS
V
Z
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS
_'MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.
FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TOS
TA AT RESULTANT EXTRA COST O,
APPLICABLE DATA,
SUB -FLOORING SHEATHING HALL BE UNBLOCKED EXCEPT AS INDICAT
DON DRAWINGS. ATTACH. PLYWOOD
Lti
�
w
AREA IS EQUAL THE LENGTH WIDTH
2. THE EFFECTIVE O G F TH
Q O THE N IN OR` PA
G SPAN. THE WIDTH SHALL. BE
REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED
BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT
TRUSS BRACING. IF NO BRACING
_
THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK
O_
BEFORE FOUNDATION CONSTRUCTION BEGINS, <CONSTRUCTION
OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED.
5
CONCRETE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL UNLESS NOTE OTHERWISE): '
ZI 3
FOOT NGS BOTTOM AND SIDES 2 TOP
Lu
„ „
cn
L FIELD CHECK AND VERIFY ALL DIMENSIONS GRADES LINES, LEVELS OR
INVOLVED THE CONTRACTOR SHAL,
ATTACH PLYWOOD PANEL T PORTING MEMBERS WITH 10d NAILS
S O SUP
PACED 4 ON CENTERALONG THE PANEL
BELOW
_ -
TBL 1 /1
E C3 L 80 FLEXIBLE
L
COLUMNS 1-1 " T
/2 TO TIES 2 OP
GL ,
D
28 -.DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:-
ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL
TRUSS SHOP DRAWINGS FOR APPLICABLE
Q-
THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING
J..n
'Z
K IS
ERRORS. IF ANY WOR1
THE SITE TO AVOID CONSTRUCTIONW
OTHER CONDITIONS OF LIMITATIONS AT H SMEAN
AND 6 INTERMEDIATE SUPPORTS,LE
EDGES ON CENTER ALONGUN
N TED THERWISE:
S O O
LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING
CODE, 2014 RESIDENTIAL.
1 ND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH
ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BAR IN CONCRETE
MEMBERS IN ACCORDANCE WITH ACI
�
BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION:
ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANU
=ACTURER AND MADE USING TRUSS
- O -
R ANY OF HIS SU CO T E ATE VERIFICATION OF
B SUBCONTRACTORS PRIOR O ADEQUATE TRACTOR O
PERFORMED BY THE CONBETWEEN
HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. T
USS DESIGNER TO DETERMINE AND
IND PEE
ULTIMATE W SPEED
1 MP -
30 H PER ASCE 1
SC 7 0
2/12 & 6/12 VERT./HORIZ.. IF THE STRUCTURE IS
U OUTSIDE THESE PARAMETER .PLEASE CONTACT THE ENGINEER.
( ) C
IBER FOR EACH TRUSS: COORDINATE
�-
O
BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS
WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS
INCLUDING AIR HANDLER LOCATIONS,
Z
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS
_'MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.
FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TOS
TA AT RESULTANT EXTRA COST O,
APPLICABLE DATA,
SUB -FLOORING SHEATHING HALL BE UNBLOCKED EXCEPT AS INDICAT
DON DRAWINGS. ATTACH. PLYWOOD
AT SLAB AND WALL OPENINGS PROVIDER MINIMUM OF 2 #5 BARS'ALL
OUR SIDES AND DIAGONALLY; EXTEND
AREA IS EQUAL THE LENGTH WIDTH
2. THE EFFECTIVE O G F TH
Q O THE N IN OR` PA
G SPAN. THE WIDTH SHALL. BE
REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED
BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT
TRUSS BRACING. IF NO BRACING
_
FOR STABILITY UNDER FINAL CONFIGURATION ONLY.
INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL
3E CONTINUOUS FROM ONE END OF THE
Z
R COMPENSATION
WITHOUT REIMBURSEMENT O CO
EXISTING LIMITATIONS SHALL BEASSU MED BY THE CONTRACTOR WI OU
11A E WITH NAILS SPACED 4 O CENTER
PANELS TO SUPPORTING EMB RS 8d N C
A
_OPE
- ALONG THE PANEL EDGES AND T „
A 8 ON
NOMINAL WIND SPEED.
1 1MPH
0 PER FBC R301.2.1.3
1,
PERMITTED T BE NOT LESS THAN OF THE SPAN LENGTH. THE E EFFECTIVE AREA FOR OR FASTENER H
S SHALL NOT BE GREATER
INCLUDING INTERMEDIATE TRUSSES.
d
FOUNDATIONS:
SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICATIONS)
FOR BRACING.
Z
T&G
O
-
BY THE OWNER: ;
I UNLESS NOTED OTHERWISE.
CENTER ALONG INTERMEDIATE SUPPORTS, U L SS O OT S
FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL.
EXPOSURE
C PER ASCE 7-10
Lu
NO GEOTECHNICAL REPORTS AND/OR 1N -SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL, ENGINEER PRIOR TO
MASONRY UNITS SHALL MEET ASTM C90 TYPE . ASSEMBLIESI
2 SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH
z
DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED
BAR AND ASTM A185 FOR
V'
BUILDING CODE, 2014 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS
SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING
STEEL TO BE WELDED SHALL
IMPORTANCE FACTOR
1.0 CATEGORY II
THAN THE TRIBUTARY AREA B/T FASTENERS.
IN PLACE WITH #16 ANNEALED IRON
z
WIRE:
H
OU SHALL HAVER MAX. COURSE AGGR.
O
Z
BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE
Z
Lu
CENTERALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.
PREFABRICATED WOOD TRUSSES:
INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY,
INTERNAL PRESSURE COEFF +/_0.18
ENCLOSED PROTECTED OPENINGS
3. ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) F
) &AR E CONSIDERED ULTIMATE VALUES. MULTIPLY VALUES BY0: 6
WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR
SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT_
1P GALVANIZED LEGS OR PLASTIC LEGS.
Q E
CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS
SHALL HAVE A MIN, OPENING
-
WEATHER RESISTANCE:
DIMENSION OF 3 INCHES.
COMPONENT & CLADDING PRESSURES SURES PER TABLE & CHARTS ON THIS PAGE.
FOR NOMINAL PRESSURES PER FBC R301.2.1.6
UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY
REINFORCED MASONRY WALL
C'0
AIRBORNE CHLORIDES
BASED CORROSION -INHIBITING ADMIXTURE THE DOSAGE FOR CONCRETE EXPOSED TO AIRBO-
CONSTRUCTION WITH #5 AT 48' INCH O.C. IN GROUT FILLED CELLS. ADD
# REINFORCING BAR
O 5 C G AR EACH SIDE OF
Q
0
.
STRUCTURAL DRAWINGS SHALL BE USED N CONJUNCTION WITH SPECIFICATIONS AT1AND ARCHITECTURAL,
SHOPP DRAWINGS ILL BEREVIEWEDF R GENERAL COMPLIANCE WITH
THE DESIGN INTENT OF THE CONTRACT
ADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE.
Z
00
0
PROVIDE REINFORCING ORCING BARS AT CORNERS, INTERSECTIONS, AND EACH
SIDE OF OPENINGS. PROVIDE (2)
_ `"
REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE AND
Z
CONSULT THESE DRAWINGS FOR SLEEVES
MECHANICAL ELECTRICAL PLUMBING AND SITE DRAWINGS. CO SU
DOCUMENTS ONLY. IT HALL BE THE RESPONSIBILITY OF THE CONTRACTOR
OC S S C
TO VERIFY COMPLIANCE WITH THE
TO PROVIDE
w
Z :�E
LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE. .:
CONTINUITY. PROVIDE. 9 GAGE GALVANIZED HORIZONTALJOINT REINFORCING
DUR-O-WAL OR
ALKYL ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL
ENGINEER -APPROVED EQUAL) AT 1
Q ) 6 O.C.
Q
0
Lu
DEPRESSIONS AND OTHER DETAILS. NOTSHOWN ON STRUCTURAL DRAWINGS.
CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ELEVATIONS, DIMENSIONS,
ETCCONTRACTOR H ALL NOT BE
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
NOT PLACE CONDUITS PIPES ETC: IN CELLS WITH VERTICAL REINFORCING.
DO NOT RUN CONDUITS PIPES ,
=
ET C., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. W
ERE MASONRY WALLS ABUT CONCRETE
0SHORING
AND RESHORING:
COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE
DOVETAIL SLOTS BETWEEN COLUMN
O
-
AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS.
RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP
DRAWINGS OR MIX DESIGNS BY THE
SHORING AND RESHORING SHALL CONFORM TO ACI 3478-88. SHORING AND SUPPORTING FORMWORK SHALL NOT
HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN.
p
BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN
w
i RTO EXCAVATION FOR BUILDING FOUNDATIONS. THE
CONTRACTOR: SHALL LOCATE ALL BURIED'UTILIT ES PRIOR
,
ENGINEERS REVIEW.
CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION
AT LOCATIONS INDICATE DON
SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS
THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL
BE STOPPED EACH SIDE OF CONTROL
u U
wU
THAN TEN (10) DAYS.
STRUCTURAL ENGIN EER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS TS BETWEEN FOUNDATIONS AND BURIED
AT CONTROL JOINTS.
Ln w
PRECAST CONCRETE LINTELS: -
USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL,.F
F
-= LT,
LT, BUILDING PAPER, OR LIKE MATERIALS
co
„ _
ARE PROHIBITED.
'
UTILITIES. :
DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI DESIGN SPECIFICATIONS
FOR METAL PLATE CONNECTED
O -Q
Z =
MANUFACTURED BY CAST CRETE CORP. AND PRESTRESSED AND ADDITIONALLY REINFORCED AS REQUIRED) IN
_ (
CHEMICAL ADHESIVE ANCHORING IN HOLLOW '
ELL APPLICATIONS
N
N
„
WOOD TRUSSES LATEST EDITION
cz
Q O
CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8 -1B FOR
ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW CMU APPLICATIONS
7CENt= CI -FORTS
_ �
IN THAN 10 F ET AND 8F16-1 B/1T FOR OPENINGS 10 FEETTO FEET. PROVIDE 8 MINIMUM BEARING
OPENINGS LESS E
ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBG AC5
THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK
O_
BEFORE FOUNDATION CONSTRUCTION BEGINS, <CONSTRUCTION
OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED.
5
CONCRETE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL UNLESS NOTE OTHERWISE): '
ZI 3
FOOT NGS BOTTOM AND SIDES 2 TOP
Lu
„ „
cn
FB AND ACI 18 BUILDING CODE
REINFORCED CONCRETE CON STRUCTION SHALL CONFORM TO THE C 3
SLABS 3/4
B/T
Z
CODE REQUIREMENTS:
COLUMNS 1-1 " T
/2 TO TIES 2 OP
CONT.
U
28 -.DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:-
ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL
TRUSS SHOP DRAWINGS FOR APPLICABLE
Q-
THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING
TRUSS DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON THE PROJECTS
DESIGN LOADS AND THE MINIMUM
ry
0ASCE7-10,
CODE 5TH EDITION. OTHER CODES IMPLEMENTED -FOR 'DESIGN INCLUDE:
LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING
CODE, 2014 RESIDENTIAL.
t-
ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BAR IN CONCRETE
MEMBERS IN ACCORDANCE WITH ACI
�
BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION:
ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANU
=ACTURER AND MADE USING TRUSS
Q
INT.
HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. T
USS DESIGNER TO DETERMINE AND
vUi
TEMPORARY CONDITIONS:
ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEB MEI
IBER FOR EACH TRUSS: COORDINATE
�-
O
BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS
WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS
INCLUDING AIR HANDLER LOCATIONS,
Z
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS
_'MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.
O.C.
ON CENTER SPACING
CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER' TEMPORARY SUPPORTS AS
AT SLAB AND WALL OPENINGS PROVIDER MINIMUM OF 2 #5 BARS'ALL
OUR SIDES AND DIAGONALLY; EXTEND
p
REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED
BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT
TRUSS BRACING. IF NO BRACING
_
FOR STABILITY UNDER FINAL CONFIGURATION ONLY.
INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL
3E CONTINUOUS FROM ONE END OF THE
U
S RECOMMENDATIONS, SHALL BELNCORP RATE IN CONCRETE DESIGN MIXES. A HIGH -RANGE
BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS
SPACE FOR CONTINUITY. LATERAL
3-
4 4 TYPE F O R G - MAY BE USED INCONCRETE
WATER -REDUCING TO ASTM C 9 , M
BRACING SHALL BE NAILED TO EACH TRUSS WITH A MIN. OF (2) 16d NAILS
INCLUDING INTERMEDIATE TRUSSES.
d
FOUNDATIONS:
SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICATIONS)
FOR BRACING.
Z
T&G
MASONRY WALLS:
-
ry
FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL.
REINFORCING STEEL:
W/
Lu
NO GEOTECHNICAL REPORTS AND/OR 1N -SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL, ENGINEER PRIOR TO
MASONRY UNITS SHALL MEET ASTM C90 TYPE . ASSEMBLIESI
2 SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH
z
DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED
BAR AND ASTM A185 FOR
O
BUILDING CODE, 2014 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS
SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING
STEEL TO BE WELDED SHALL
Lu `
THAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.
CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED
IN PLACE WITH #16 ANNEALED IRON
z
WIRE:
H
OU SHALL HAVER MAX. COURSE AGGR.
O
Z
BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE
SIZE OF &SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS
CONTAINING VERTICAL BARS,
BOND
Q
INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY,
ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING
MANUAL SP 66. PROVIDE CHAIRS,
i Z
� �
WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR
SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT_
1P GALVANIZED LEGS OR PLASTIC LEGS.
THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK
O_
BEFORE FOUNDATION CONSTRUCTION BEGINS, <CONSTRUCTION
OR CONCRETE PLACEMENT OPERATIONS."WET-STICKING" OF REINFORCING IS PROHIBITED.
5
CONCRETE. REQUIRED CONCRETE COVER FOR REINFORCING STEEL UNLESS NOTE OTHERWISE): '
ZI 3
FOOT NGS BOTTOM AND SIDES 2 TOP
Lu
„ „
cn
FB AND ACI 18 BUILDING CODE
REINFORCED CONCRETE CON STRUCTION SHALL CONFORM TO THE C 3
SLABS 3/4
B/T
z'
O
„ HALL BE VERIFIED BY STANDARD
REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS S
EQU
COLUMNS 1-1 " T
/2 TO TIES 2 OP
CONT.
U
28 -.DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:-
BEAMS 1-1/2" TO STIRRUPS'
CLG
CEILING
CMU
WALLS 1-1/2"
°.
DL
Z
w
fc ABS W/C MIN CEMENTSLUMP USE
ENGINEER OF RECORD
,: CO D
EXT.
t-
2,500 PSI0.58 470 LBS 5 1 ALL SLABS, MONOLITHIC FOOTINGS SPREAD FTG
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BAR IN CONCRETE
MEMBERS IN ACCORDANCE WITH ACI
FINISHED FLOOR ELEVATION
3,000 PSI 0.58 470 LBS. 5 / 1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABS
318, LATEST EDITION, FOR CLASS B TENSION. LAP SPLICES. DO NOT SPLICE
CONTINUOUS TOP BARS IN BEAMS AT
FLORIDA PRODUCT APPROVAL
INT.
ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN
BEAMS IN CLEAR SPANS BETWEEN
0
-TYPE 1. LYA H CONFORMING TO ASTM C618,::TYPE F OR TYPE C MAY
ASTM Cl0 F S COL
CEMENT SHALL CONFORM TOO
SUPPORTS. SHOW AL SPLICES N SHOP DRAWINGS.
S C O S O RAW NGS SPLICE LOCATIONS
METHODS SUBJECT TO APPROVAL
LAMINATED VENEER LUMBER (2.OE,` 1- t'WIDE MIN. U.N.O.
BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS
OF STRUCTURAL ENGINEER.
MIN.
MINIMUM
G GRE G
SUBSTANTIATED BY TEST DATA, COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A'MAXIMUM SIZE OF
"OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION
O.C.
ON CENTER SPACING
DURABLE, NATURAL -SAND AND CONFORMING TO ASTM CD3.
3/4 . FINE AGGREGATE SHALL BE CLEAN, DU RAL S
AT SLAB AND WALL OPENINGS PROVIDER MINIMUM OF 2 #5 BARS'ALL
OUR SIDES AND DIAGONALLY; EXTEND
ORIENTED STAND BOARD APA RATED MIN.
( )
PCF
THESE BARS A LAP DISTANCE MINIMUM OF 24 PAST THE OPENING
OR HOOK BARS IF DISCONTINUOUS.
_
T `ASTM C494 USED IN STRICT ACCORDANCE WITH HE _
A WATER REDUCING ADMIXTURE CONFORMING O T
POUNDS PER SQUARE FEET `
PSI
F-
-MANUFACTURER
S RECOMMENDATIONS, SHALL BELNCORP RATE IN CONCRETE DESIGN MIXES. A HIGH -RANGE
DOWEL ALL WALLSAND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING
TO MATCH VERTICAL REINFORCING
3-
4 4 TYPE F O R G - MAY BE USED INCONCRETE
WATER -REDUCING TO ASTM C 9 , M
UNLESS OTHERWISE SHOWN,
SYP
Q _
MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8
SHEAR WALL
T/G
TOGETHER
T&G
MASONRY WALLS:
TYP
w
SLEEVES OPENINGS CONDUIT AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS
UNLESS OTHERWISE NOTED
W/
O-
,� �
RE POURING. N SLEEVE OPENING ORCINS RT Y
SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFOO �,E MAe
MASONRY UNITS SHALL MEET ASTM C90 TYPE . ASSEMBLIESI
2 SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH
� m
THE ENGINEER. CONDUITS EMBEDDED IN
BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY H G CO
OF fm- 1500. MORTAR SHALL BE TYPE M OR AND MEET ASTM 27 .
M C 0
GROUT HA
G O SHALL BE 2000 PSI MINIMUM
O O
T THICKNESS OF THE SLAB AND
SLABS SHALL NOT BE LARGE R IN OUTSIDE DIMENSION THAN ONE THIRD OF THE C
COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM 47
S C
. GROUT SHALL CONSIST OF A MIXTURE
R THAN THREE DIAMETERS ON CENTER.S
..SHALL NOT BE SPACED CLOSEO
OF CEMENTITIOU MATERIA A AGGREGATE T WHICH
LS ND AGG G O C SUFFICIENT
WATER HAS BEEN ADDED T CAUSE THE
Q
MIXTURE U O FLOW WITHOUTEGREGATI' NOF THE CONSTITUENTS.
S OGROUT
G
H
OU SHALL HAVER MAX. COURSE AGGR.
O
Z
x
CL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. INDICATED
PROVIDE 3/4�CHAMFERS ON A
SIZE OF &SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS
CONTAINING VERTICAL BARS,
BOND
>- O
OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN N PLUMBING AND/OR ARCHITECTURAL DRAWINGS.8
BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT:
MAXIMUM HEIGHT OF GROUT POUR
i Z
� �
ALL CONCRETE SHALL BE CU RED IMMEDIATELY AFTER FINISHING OPERATIONS. �
_ _
ALLOWED IS 5 0 UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTTOMOF
CELLS TO BE FILLED. LOCATE
Q E
CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS
SHALL HAVE A MIN, OPENING
Z Z
�O
WEATHER RESISTANCE:
DIMENSION OF 3 INCHES.
�U
1N A CALCIUM -NITRITE
ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES, CONTAIN
UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY
REINFORCED MASONRY WALL
C'0
AIRBORNE CHLORIDES
BASED CORROSION -INHIBITING ADMIXTURE THE DOSAGE FOR CONCRETE EXPOSED TO AIRBO-
CONSTRUCTION WITH #5 AT 48' INCH O.C. IN GROUT FILLED CELLS. ADD
# REINFORCING BAR
O 5 C G AR EACH SIDE OF
Q
SHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATER CONTAINED IN THE CORROSION -INHIBITING
OPENINGS EXCEEDINGFEET.
3 E
L �
ADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE.
Z
00
PROVIDE RHEOCRETE CNI BY MASTER BUILDERS OR APPROVED EQUIVALENT.
PROVIDE REINFORCING ORCING BARS AT CORNERS, INTERSECTIONS, AND EACH
SIDE OF OPENINGS. PROVIDE (2)
_ `"
REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE AND
S SHOWN ON THE PLANS`. PROVIDE
�Z
CONCRETE BALCONIES OR OTHER FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THE
CO
HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW
TO PROVIDE
w
Z :�E
LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE. .:
CONTINUITY. PROVIDE. 9 GAGE GALVANIZED HORIZONTALJOINT REINFORCING
DUR-O-WAL OR
ALKYL ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL
ENGINEER -APPROVED EQUAL) AT 1
Q ) 6 O.C.
Q
0
20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN
(� __jDO
Q
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
NOT PLACE CONDUITS PIPES ETC: IN CELLS WITH VERTICAL REINFORCING.
DO NOT RUN CONDUITS PIPES ,
=
ET C., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. W
ERE MASONRY WALLS ABUT CONCRETE
0SHORING
AND RESHORING:
COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE
DOVETAIL SLOTS BETWEEN COLUMN
O
AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS.
OTHERWISE EXTEND CMU
UJ >
UJ >
SHORING AND RESHORING SHALL CONFORM TO ACI 3478-88. SHORING AND SUPPORTING FORMWORK SHALL NOT
HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN.
p
BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN
Z
Q
STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED
CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION
AT LOCATIONS INDICATE DON
SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS
THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL
BE STOPPED EACH SIDE OF CONTROL
u U
wU
THAN TEN (10) DAYS.
JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS
AT CONTROL JOINTS.
Ln w
PRECAST CONCRETE LINTELS: -
USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL,.F
F
-= LT,
LT, BUILDING PAPER, OR LIKE MATERIALS
co
„ _
ARE PROHIBITED.
�_ �
UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE U TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS
O -Q
Z =
MANUFACTURED BY CAST CRETE CORP. AND PRESTRESSED AND ADDITIONALLY REINFORCED AS REQUIRED) IN
_ (
CHEMICAL ADHESIVE ANCHORING IN HOLLOW '
ELL APPLICATIONS
N
ACCORDANCE WITH CAST CRETE CORP. "DESIGN MANUAL", LATEST` EDITION; FOR THE SPAN AND LOADING
cz
Q O
CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8 -1B FOR
ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW CMU APPLICATIONS
FOR STRUCTURAL
_ �
IN THAN 10 F ET AND 8F16-1 B/1T FOR OPENINGS 10 FEETTO FEET. PROVIDE 8 MINIMUM BEARING
OPENINGS LESS E
ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBG AC5
. ICBO AND/OR SBCCI CODE COMPLIANCE
N U
FOR LINTELS UNLESS NOTED OTHERWISE.
IS REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCE AND/OR
FLORIDA BUILDING CODE COMPLIANCE
CL
- ARE REQUIRED IN FLORIDA. ANCHORING SYSTEM SHALL INCLUDE THE ADHESIVE,MESH
SCREEN' OR UMBRELLA
( ),
►-
Z
WOOD:
ANCHOR (OR INSERT) AND WASHER/NUT FOR PROPER ANCHORING:AC ACCEPTED
PRODUCTS ARE ITW RED HEAD
U
Z`
ACRYLIC 7 GRANITE 5 OR ENGINEER APPROVED SUBSTITUTION.
O U
SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH ALLOWABLE FIBER STRESSES PER THE AWC NATIONAL
U •w ,
DESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2:OE'GLUED LAMINATED GEORGIA PACIFIC (OR
ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALLATION
IN DAMP OR WATER -FILLED HOLES).
Z
EQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULD
ADHESIVE SHALL HAVE A -.FULL -CURE LOAD OF 2 HOURS OR LESS AT 7001F
OR SAFETY ISSUES.
Q
BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEER
v>x
OF RECORD 1F HEADER/BEAMS SIZE IS NOT SPECIFIED.
MESH SCREENS SHALL BE FORMED INTO A CYLINDRICAL SHAPE WITH 014E
END CLOSED. ALTERNATELY
Lu
C) 0
UMBRELLA SUPPLIED BY ITW REDHEAD MAY BE USED IN APPROPRIATE
APPLICATIONS. THREADED STUDS SHALL
Z
FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USP
CONFORM TO ASTM A36 (STANDARD CARBON STEEL) UNLESS NOTED OTHERWISE.
PERMANENTLY EXPOSED
CIL
L
Z w
R APPROVED ED E ALA D OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE
(O OV QU ) N
STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS SHALL CONFORM
TO THE SAME SPECIFICATION. AS THE
Q Q
SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN
SUPPLIED STUD.
0
OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG'
Q
INSTALLATION SH
SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED
LITERATURE. INSTALLATION SHALL
Lu p
Lu
ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE
ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH COMPRESSED
AIR AS INSTRUCTED.`.
, -
Q NQ
DRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL
INSTALLERS SHALL BE TRAINED BY THE MANUFACTURERS REPRESENTATIVE.
EMBEDMENT SHALL BE AS
Z
10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND LAG SCREWS SHALL CONFORM
INDICATED ON THE STRUCTURAL DRAWINGS,
O
- TO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT
z
w U
WASHERS.
LL'
Q
ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, OR
V)
ASTM F1554, GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPDXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSON
V Z
U O
STRONG -TIE AND INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED ANCHOR HOLES
Z V)SHALL
BE CLEANED OF ALL DEBRIS AND BRUSHED OUT PRIOR TO INSTALLATION OF ANCHOR ADHESIVE.
-z
3 w
ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE
TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENER
REQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS;
�j w
ACZA PRESERVATIVE: STANDARD CARBON STEEL.
Lu
ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED
- z
SODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR
O 3S
3ILL
ILLPLATES E OVER CONCR. &' VAPOR BARRIER NOT DIRECTLY
Z Z
'EXPOSED TO EARTH OR WEATHER
ABBREVIATIONS
BM
BEAM
B/T
BETWEEN
CONN. '
CONNECTION
CONT.
CONTINUOUS
CL
CENTERLINE
CLG
CEILING
CMU
CONCRETE MASONRY UNIT
°.
DL
DEAD LOAD
EOR ~-
ENGINEER OF RECORD
,: CO D
EXT.
LAX : ... R.
TE RIO
FBC
FLORIDA BUILDING CODE (2014, 5TH EDITION,)
FFE
FINISHED FLOOR ELEVATION
FTG
FOOTING
FPA
FLORIDA PRODUCT APPROVAL
INT.
INTERIOR
LG
LENGTH
LL
LIVE LOAD
LVL
LAMINATED VENEER LUMBER (2.OE,` 1- t'WIDE MIN. U.N.O.
MAX.
MAXIMUM
MIN.
MINIMUM
OR
"OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION
O.C.
ON CENTER SPACING
OPT
OPTIONAL
OSB
ORIENTED STAND BOARD APA RATED MIN.
( )
PCF
POUNDS PER SQUARE FEET
PLYW.
PLYWOOD (APA RATED MIN.)
PSF
POUNDS PER SQUARE FEET `
PSI
POUNDS PER SQUARE INCH
SS
STAINLESS STEEL
STAGG. -
STAGGERED
SPF
SPRUCE -PINE -FIR
SYP
SOUTHERN YELLOW PINE No. 2 MIN.
( )
SW
SHEAR WALL
T/G
TOGETHER
T&G
TONGUE AND GROOVE
TYP
TYPICAL
U.N.O.
UNLESS OTHERWISE NOTED
W/
WITH
w/o
WITHOUT
W.W.M/F WELDED WIRE MESH R FABRIC
SHEET INDEX
-
S1
STRUCTURAL NOTES & SPECIFICATIONS
-
S2
FOUNDATION PLAN
S-3
FRAMING PLAN & DETAILS
S-4
TRUSS PLAN &DETAILS
S- 5
FOP, N D ATION DETAILS
S-6
FRA ING.DETAILS
w KEVIN C.
MARTIN PE #8035
LU9
Lu LU
ALL DECKS GUARDS RAILS STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN
O
ACCORDANCE WITH AWC DCA6PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE,
-
SHEET
ZCONNECTORS2014. ALL FASTENERS AND EXPOSEDTO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT
Lu
3 STAINLESS STEEL GRADE 304 OR 316 '
WATER SHORE LINE SHALL B
Z
P Z
a� ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN
Q
O
I FCONSTRUCTION, 2 15 &WITH
THTHE NATIONAL DES GN SPECIFICATION OR WOOD 0
SHALL BE IN ACCORDANCE WITH
ZS1
LU
THE FLORIDA BUILDING CODE 2014.
E;-
N �
�
N;
J Q
N
N
M`o,
Ln N
U
Ln
w KEVIN C.
MARTIN PE #8035
LU9
Lu LU
ALL DECKS GUARDS RAILS STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN
O
ACCORDANCE WITH AWC DCA6PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE,
-
SHEET
ZCONNECTORS2014. ALL FASTENERS AND EXPOSEDTO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT
Lu
3 STAINLESS STEEL GRADE 304 OR 316 '
WATER SHORE LINE SHALL B
Z
P Z
a� ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN
Q
O
I FCONSTRUCTION, 2 15 &WITH
THTHE NATIONAL DES GN SPECIFICATION OR WOOD 0
SHALL BE IN ACCORDANCE WITH
ZS1
LU
THE FLORIDA BUILDING CODE 2014.
E;-
N �
C.7
N;
N
N
M`o,
Ln N
w KEVIN C.
MARTIN PE #8035
LU9
Lu LU
ALL DECKS GUARDS RAILS STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN
O
ACCORDANCE WITH AWC DCA6PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE,
-
SHEET
ZCONNECTORS2014. ALL FASTENERS AND EXPOSEDTO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT
Lu
3 STAINLESS STEEL GRADE 304 OR 316 '
WATER SHORE LINE SHALL B
Z
P Z
a� ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN
Q
O
I FCONSTRUCTION, 2 15 &WITH
THTHE NATIONAL DES GN SPECIFICATION OR WOOD 0
SHALL BE IN ACCORDANCE WITH
ZS1
LU
THE FLORIDA BUILDING CODE 2014.
E;-
N �
U
w
STRUCTURAL SHEATHING REQUIREMENTS
S
a,
O
w
a'
w
v
0
ZONE 1
ZONE 2
ZONE 3
TYPE
SHEATHING
2X4 SPF STUD
Is
16"
NAIL
EDGE/FIELD
NAIL
EDGE/FIELD
NAIL
EDGE/FIELD
2X4 No. 2 SPF
16"
SHINGLE
7/16"
8d R.S.
6"/12" o.c.
8d R.S.
6112" o.c.
8d R.S.
6"/6" o.c.
(ROOF)
OSB/PLY
ALL WOOD L H
STRUCTURAL R EATHING SHALL BE APA RATED,EXPOSURE 1
� "
6
16 "
16 ,'
16"
6
METAL
<
P
8d R.S.
6"712" O.C.
8d R.S.
6112" O.C.
8d R.S.
6"/6" o.c.
(ROOF)
OSB/SB/PLY
L
2.
STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
W
ce
n
16"
TILE
19/32" PLY
10d
6'712" o.c. `
8d R.S.
6712" o.c.
8d R.S.
6"/6" o.c.
(ROOF)
16rr
R.S.
2 2x8
2X6 SPF STUD
16"
THE FOLLOWINGMINIMUM REQUIREMENTS:
16"
16"
23/32" T&G
10d OR
16"
FLOOR
2X6 No. 2 SPF 1
16"
GLUED &NAILED -EDGES: 6" o.c; FIELD: 12" o.c.
16"
OSB/PLY
8d R.S.
24"*
PORCH
3/8"
8d
EDGES: 3" o.c; FIELD: 6" o.c.
CEILINGS
OSB/PLY
7/16"(MIN.)
0<
WALLS
OSB/PLY
SEE SHEAR WALL LEDGED
v
0
WALL HEIGHT
STUCCO FINISH
WALL HEIGHT
FLEXIBLE FINISH
8' 9' 10' 12'
8' 9' 10' 12'
ROOF ONLY
2X4 SPF STUD
Is
16"
1 12"
-
16"
16"
16"
-`
2X4 No. 2 SPF
16"
16"
Z
-
16"
z
w
16"
12"
2X6 SPF STUD
O-
o
ALL WOOD L H
STRUCTURAL R EATHING SHALL BE APA RATED,EXPOSURE 1
� "
6
16 "
16 ,'
16"
6
2X6 No. 2 SPF
24
,
16,
16
SW -1
6X6 SYP POSTS
V
16"
_
SW 1
2X4 SPF STUD
2.
STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
W
ce
n
16"
12"
_
_
2X4 No. 2 SPF
v
STUD TYPE
WALL HEIGHT
STUCCO FINISH
WALL HEIGHT
FLEXIBLE FINISH
8' 9' 10' 12'
8' 9' 10' 12'
ROOF ONLY
2X4 SPF STUD
Is
16"
1 12"
-
16"
16"
16"
-`
2X4 No. 2 SPF
16"
16"
16"
-
16"
z
w
16"
12"
2X6 SPF STUD
16"
1.
ALL WOOD L H
STRUCTURAL R EATHING SHALL BE APA RATED,EXPOSURE 1
� "
6
16 "
16 ,'
16"
6
2X6 No. 2 SPF
24
,
16,
16
SW -1
6X6 SYP POSTS
6X6 SYP POSTS
16"
_
SW 1
2X4 SPF STUD
2.
STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
-
16"
12"
_
_
2X4 No. 2 SPF
16"
0
16"
22x8
16"
16rr
'
12'
2 2x8
2X6 SPF STUD
16"
THE FOLLOWINGMINIMUM REQUIREMENTS:
16"
16"
O
16"
16"
16"'
2X6 No. 2 SPF 1
16"
Z'
Lu
16"
2.1
24'*
24"*
16"
2.1
7!16 .437".THICKNESS 24/16 SPAN RATING
wd
m U €_
0<
Z _ .2 _
_
J . 2x8 -4
} } 2.1
;.
-.
FRAMING LEGEND
G D
• •
2.1
S6 .
�
15!32 .-.469 THICKNESS _ 32/16 SPAN RATING
U
•
•
STRUCTURAL BEARING WALLS
C�
_Q
2 2x8
CL � 2 2x82
Lu ZOPENING
2.1
U
2 2X12 2 2
O
12
2 2X12 2 2X12
O O
}
_
• • _
SW 1
_ _
19/32 .....594 THICKNESS 4
SS 0/20 SPAN RATING
U w 2 2x12_
2 2x12
PORCH BEAMS& OTHERS
Lu
.
z _2.3
Q
-
C?
SW -1
FL
OR/ROOF TRUSSSW_1
23/32 =.719" THICKNESS - 48124
S SPAN RATING
ISSUED: 1/4/18
Lu X
00
.POSTS/COLUMN S
ZD
ry
0 o_
.
Z w
a Q
_1/2"THREADED ROD w 3"Q
S .WASHER FROM DBL. TOP
3.
ALL ROOF SHEATHING A
ERT GSH LL BE INSTALLED WITH THE LONG DIMENSION
J 0
Q Lu
rrnn
vi
O
GP
N
No. OF PLIES SIZE OF HEADER
REV _•
REVISION
Q
PERPENDICULAR T T
CU R O HE ROOF SUPPORTS:
-2:
Z
Z O
,
Z
2 2x8
w U
Lu
o-
SCALE 1 �
4
2 2xC
8
4.
SHEATHING/SUBSTRATES
.. &FASTENINGS FOR EACH F
ROOFING TYPE SHALL BE IN
;
N C MA e
-
3
e N , i
2. 1 -
SW 1
Z
- SW -1
2.1 `
Z
3 w
ACCORDANCEw/ THE FLORIDA PRODUCT
O UGT APPROVAL.
y .. o '.
_ • _ -[c
o"-'0%
F '
OF KING STUDS O JACK STUDS
Q
• STA • .
w ..
U
5.
ALL NAILS SHALL BE RING HA
G S NK NAILS U.N.O.
Zw
S /4 ........ oc
tiiittcNAE
CD
7=
PLACE DBLSTUD GROUP UNDER PORCH BEAM FARING IN
a rpt' 0
o' LU
•
}
_
6.
2x BLOCKING SHALL BE USED IN ROOF OOF ZONES 2 & 3 FOR ALL EDGE
G SHEATHING
GROUP TO PORCH BEAM W/ 1 MSTA 18 STRAP OR LTS18
c)
W
TWIST STRAP. D FASTEN T GROUP S STUD G OU TO FOUNDATION w/ 1
SHEET
Lu
J
z
W -
3
_ x 2 2X8
2 2 8
)
,2
X12 2 2X12
2 2X8 2 2x8
_
3
HEAR W
EAR. ALL SEGMENTS. FASTEN OSB SHEATHING HORIZONTAL
SW1 ,
FASTENING. .
G
z
W/ 8d NAILS 3 ON EDGES 6 IN FIELD: VERIFY DBL. STUD GROUP.
Q_
U
W -
r-
_o -
2.1 2:1
1
& THREADED ROD IS INSTALLED AT EACH SHEAR W
t_ C ALL END
2:1 �
2.1
;
..
SEGMENT.
3
EXTERIOR WALL T
STUD SPACING
W
o
_
0
_ I
=I
wLu
_}
• i
.I
Z_
__
Z
Lu
Z }_
Q
O
LOAD BEARING
STUDSSUPPORTING
STUD TYPE
WALL HEIGHT
STUCCO FINISH
WALL HEIGHT
FLEXIBLE FINISH
8' 9' 10' 12'
8' 9' 10' 12'
ROOF ONLY
2X4 SPF STUD
16"
16"
1 12"
-
16"
16"
16"
-`
2X4 No. 2 SPF
16"
16"
16"
-
16"
16"
16"
12"
2X6 SPF STUD
16"
"
6
1 "
6
� "
6
16 "
16 ,'
16"
6
2X6 No. 2 SPF
24
24
16,
16
24
24
16
16"
ROOF& FLOOR
2X4 SPF STUD
16"
12"
-
-
16"
12"
_
_
2X4 No. 2 SPF
16"
16"
16"
-
16"
16rr
'
12'
-
2X6 SPF STUD
16"
16"
16"
16"
16"
16"
16"
16"'
2X6 No. 2 SPF 1
16"
16" 1
16"
16" 1
24'*
24"*
16"
16"'
-I }
LL.
_
t
}} .. ._..
S_6
�
1. THE:AB VE
STUD SPACING
ARE THE MAXIMUM ALLOWABLE STUD SPACING FOR THE
z _ _ REFERENCED LOADING CNDITtONS WALL HEIGHT, EXTERIOR CLADDING TYPE,AND Of
Lu .
_ t
STUD TYPE,
UNLESS NOTED OTHERWISE ON THE FRAMING PLAN..
z U.
i 2. IF THE STUD UD SPACING IS NOT LISTED THE STUD SIZE AND GRADE 1S NOT
_ r
O _
} _ ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT.
U
2
2 2 2
O G
x8 2 2x8
O ( _
} I ALL Wi
_S 6-
2.1 2.1 -
3 WALLS WITH STUD SPACING OF 24 O.C.O.C: SHALL HAVE THE SHEATHING
Lu
€�
S6 �
INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE
1.
STUDS A L, T
o!
8
U S ND AL EDGES BLOCKED w/ 2x FLAT WISES UDS.
2 2x8
2 2 - (2 ) 2x
m...
_ .
3 4. IF PROJECT HAS REQUIREMENTS" UTSIDE THE PARAMETERS OF THIS TABLE
O
2.1 - € E 2.1r
o'
S6 _
S6
__........_.._
.,
CONTACT ENGINEER BEFORE CONSTRUCTION.
1
�.
_ ( FASTENER LEGEND
NAIL
DIAMETER
LENGTH'
8d COMMON
0.131"
2'
8d RINGSHANK
0.113"
2"
10d x 10.148"
PLANS.
1 "
,._l Od COMMON
0.148"
3"
10d R(NGSHANK
0.120"
2 ''
12d COMMON
0.148"
3"
i 16d COMMON
0.162"
3"
1. ALL NAILS SHALL BE COMMON NAIL
•
tli d' O
w ,-N
UNLESS OTHERWISE NOTED ON THE
V
ALL THREAD NOTES
V
PLANS.
O
U
L3.1 N
H ..� Imo.
2. INSTALL 10d NAILS IF NOT
N
1. AL TH READ`ROD
S TO BE 1/2 " DIAMET R BARS PLACED AT 4 O.C. IN ALL EXTERIOR
BEARING
OTHERWISE NOTED ON THE PLANS.
}
Lu
Ln
WALLS.
3. INSTALL THE APPROPRIATE
�-6
N
2. PLACE ALL -THREAD TH EAD RODS AT 10 MAXIM F
R UM R A
FROM EACH CORNER AND AT EACH
FASTENERS FOR PRESSURE
Lu
Z
,
INT RSECTION `
OF BEARING WALLS. PLACE ALL -THREAD RODS AT3r MAXIMUM ,
TREATED LUMBER. SEE NOTES ON
SHEET S-1.
;zIN
D
FROM EACH SIDE OF ALL HEADER BEAMS.
I
r. ,,^^ V
"'
.j
LA N
-I-,
z
o
tli d' O
w ,-N
zz
_ ._.
-
ALL THREAD NOTES
V
O
U
L3.1 N
H ..� Imo.
Q o
Qf
oa
1. AL TH READ`ROD
S TO BE 1/2 " DIAMET R BARS PLACED AT 4 O.C. IN ALL EXTERIOR
BEARING
....
aZ
` V
}
Lu
WALLS.
d" Va
Oz �z
�-6
s6O
2. PLACE ALL -THREAD TH EAD RODS AT 10 MAXIM F
R UM R A
FROM EACH CORNER AND AT EACH
-O
O�
Liu ` ILL.
a
Lu
Z
,
INT RSECTION `
OF BEARING WALLS. PLACE ALL -THREAD RODS AT3r MAXIMUM ,
D
FROM EACH SIDE OF ALL HEADER BEAMS.
I
r. ,,^^ V
WJ
J
Q
.qqw a
'•
LL.
O
•
...
AL TH
3 L READ-RODS`T E DRILLED O B LLE AND EPDXIED ED INTO FOOTINGWITH S MPSON
EPDXY
_
Lu
SET SYSTEM, P V -
OR APPROVED E
EQUIVALENT. ALL THREAD EMBEDMENTS FOR
M �I
_,a
> , _
w _
AL L EXTERIOR WALLS AND LOAD BEARING WALLS TO BE A MI
,, MINIMUM OF 7 INTO
FOOTING
■ ■
■ i
i.
Z _
Q 9
NONE'"'
.O
_ 3
4 USE3 x3 S QUARE WASHERS L_ THREAD AND ANCHOR BOLT LOCATIONS
w U }
UNNOTED UNLESS O ED OTHERWIS E: -
PRl
O ECT. #.• SHD 79 -4TH
wd
m U €_
0<
Z _ .2 _
_
J . 2x8 -4
} } 2.1
2 2x8
4 O
-.
FRAMING LEGEND
G D
J
O S6
2.1
S6 .
�
DESIGNED: KCM
U
•
•
STRUCTURAL BEARING WALLS
_Q
2 2x8
CL � 2 2x82
Lu ZOPENING
2.1
U
2 2x8 ' 2x 8
2.1 2.1
_,. HEADER BEAMS
DRAWN.
KCM21
z O S W1 SW 1
O U
• • _
SW 1
U w 2 2x12_
2 2x12
PORCH BEAMS& OTHERS
SCALE. AS NOTED
.
z _2.3
Q
2.3
C?
SW -1
FL
OR/ROOF TRUSSSW_1
ISSUED: 1/4/18
Lu X
00
.POSTS/COLUMN S
ry
0 o_
.
Z w
a Q
_1/2"THREADED ROD w 3"Q
S .WASHER FROM DBL. TOP
REVISION- 1
J 0
Q Lu
PLATE TO FTG. DRILL &EPDXY w/ MIN. 7 EMBEDMENT.
W w
Lu D
FRAMF
GP
N
No. OF PLIES SIZE OF HEADER
REV _•
REVISION
Q
-2:
Z
Z O
,
e �
1 i i
s 0
w U
Lu
o-
SCALE 1 �
4
2 2X
_
;
N C MA e
e N , i
Z
e • s
e s
59 r
Z
3 w
..
QUANTITY QUANTITY
y .. o '.
_ • _ -[c
o"-'0%
F '
OF KING STUDS O JACK STUDS
_ ,.
E OF
• STA • .
w ..
U
.O P �.
i
♦R,� •�w isS
4e
Zw
S /4 ........ oc
tiiittcNAE
CD
7=
PLACE DBLSTUD GROUP UNDER PORCH BEAM FARING IN
a rpt' 0
o' LU
A EXTERIOR WALL. NOTCH BEAM AT TOP PLATE &FAST N STUD
KEVIN C. MARTIN, PE #80359
www
z
GROUP TO PORCH BEAM W/ 1 MSTA 18 STRAP OR LTS18
c)
TWIST STRAP. D FASTEN T GROUP S STUD G OU TO FOUNDATION w/ 1
SHEET
z
W -
3
LTT19 HOL WN.
D4
Z
�=z
o- O
Q
HEAR W
EAR. ALL SEGMENTS. FASTEN OSB SHEATHING HORIZONTAL
SW1 ,
S-3
z
W/ 8d NAILS 3 ON EDGES 6 IN FIELD: VERIFY DBL. STUD GROUP.
W -
r-
_o -
1
& THREADED ROD IS INSTALLED AT EACH SHEAR W
t_ C ALL END
NO
SEGMENT.
U'
TR USS E ND
INTERIOR BEARING POINTS
TRUSS END
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
ALL TRUSSES **
<600# / 1
<600# / 1
_H]
a �
<600# / 1
..T
oLA
W
W
0
U
TRUSS. NOTES.:
70
o
r
A3Z
li
FV
w
1.
TRUSSES MUST BE CAPABLE F TRANSFERRING LATERAL LOADS T THE STRUCTURAL LOAD BEARING WALLS SHOWN ON THE
FRAMING PLAN.
30 —1
z
130
3
2.
GIRDERS AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY
TRUSSES, QUESTIONS
0
_
E SIZE, TYPE OR VALUE -0F A NAIL STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL E
AS TO TH S ENGINEER. r
��
16 2 1310
10 1 310..: 1 � ��
62
O,
z
O'to
3.
FASTENING SHALL BE IN ACCORDANCE w/ TABLE R702.3.5 OF THE FBC.
GYPSUM CEILING: C
�
� O
O
f--
z-�
LL-_
4
rr , rr
INTERIOR LOAD BEARING WALLS TO BE 2X4 #2 SPF 24 O.C. UP TO 12 0 HEIGHT. INTERIOR LOAD BEARING WALL
ALL G S ABOVE
y
S
U
U U
h
a
_
U
r rr r.
_ BE 2X4#2 SPF 16 O.C.UNLESS OTHERWISE NOTED.
12.0 TO
LLl
W
J
Z
Q
O
5.
GABLE END SHEATHING SHALL BE NAILED WITH 8d NAILS AT 4 O.C. ALONG EDGES AND 6 O.C. IN FIELD.
-
z
O -m
6PING.
TABLE 2304.9.1 OF THE FLORIDA BUILDING CODE 2014 5TH ED. NAILING REQUIREMENTS ARE N ADDITION TO THE STRAP
rO
CJ 18
L
'. CV M
M �- DO
CV
CJ1 8
Z
REQUIREMENTS.
CO _ m m
37
r
m m m
LU
_
7.
PROVIDE 5/8" TYPE X GYP. BD. GARAGE CLG.-BENEATH HABITABLE SPACE & 1/2rMIN GYP. BD. GARAGE IDEWALLS &
.
'
CJ17
W
m
CJ17
o—
UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE.
2
0
z
LU
_
8
A TRUSS BRACING AND TRUSS TO TRUSS CONNECTIONS SHALL BE IN ACCORDANCE WITH. THE APPROVED ET FTR
ALL U S O USS SHOP
rr
24 C
2 C r
24 OC
z
(�
w'
DRAWINGS.
B8 —
N
11
_
B8
g.
UPLIFTS LOADS TAKEN FROM TRUSS ENGINEERING PREPARED AND CERTIFIED BY WILLIAM H. KRICK P.E. #70861 DTE. 12
U /14/17
N .
Vi0
Z
A6 _
N
_
N A6
a
ry
o,
0
LU
A5
A5
J
Q
U
TRUSS TO TOP PLATE CONNECTOR SCHEDULE
_
A4
J
A4
.TRUSS
TR USS E ND
INTERIOR BEARING POINTS
TRUSS END
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
ALL TRUSSES **
<600# / 1
<600# / 1
<600# f 1
<600# / 1
..T
oLA
W
Z TT
W
LL
W i
� r
Z
1. SiMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES
_
r
QM LTI_
PLY TRUSSES MUST HAVE(1) UPLIFT CONNECTOR PER TRUSS PLYUNLESS NOTED D OTHERWISE. v
O
z
W
Z _
o
M .J
L
U _
U') M
Z u7
t.f)
In
w'
_ .Iii
co
O
_ O
_ , d- cfl _
O'
v
rn
�r
ry ROOF DECK NAILING PATTERN:
4-12d 2 ES TOE NAILS
d' r
0- EDGE 8d O 4 -0.C.
" OSB EA. END FROM BLOCKING
FIELD:ELD. 8d 06• O.G,
7/16
TO TRUSS TOP CORD
.ROOF DECK 4 U.C. WITHIN 48 of GABLES A 1
0
2X4 CONT. BLOCKING
Al ,
CONT. 2X4 BLOCKING
SI PSON H2.5 HURRICANE P
2
4 - 0 ALL SHEATHING JOINTS
r—
M CANE CU EA W
TRIGER
2X BLOCKING O X BRAgNG
4-16d NAILS
1X2 P.T. DRIP BD.
WITHIN 48" OF GABLE TRUSS
Q
.
WOOD FASCIA
Lj
�.
4-1 LS �-
V
2X4 SYP
U_ V .OUTRIGGER 0 24 O.C. ALIGN ONE F
m
� 4-12d 2 ES TOE NAILS r.
c)
_ N
OUTT2IGGER W , EA X BRACE OR 2X
EA. END FROM BLOCKING
2X4 X NG
/
4 BLOCK 048" O.C.Ln
O
O
TO TRUSS TOP CORD
SEE qi I BELOW
TOP
CORD OF GABLE END TRUSS
N
DROP 31/2'.
CONT. 2X4 SCAB FROM
WQ V
II
TOP TO BOTTOM
CORD AT X" BRACING
O
w z .
1s
ose WALL SHEATHING N
O
12d LS IYP.
M
Z —
I II N
o
2X4 SCAB O
Q 48 D.C.:G.C.
Fn
_ m . d'
O
IF VERT.
WEB IS NOT T
Z Z
PRESENT
�o
t N
V
__ t..t..l , M
Q
LL]
N
0
12a o .FROM
PROVIDE ADDITIONAL 2X4 VERT. 6
CABLE IS
z I I I .. 2
BRAgN BLOCKING 8EL0 _ Y
� HIGHER THAN 4 0
TO FORM AN 1
SHAPE �...I
d
0 a
�..�
.... '
2X4X8 LATER
Z
BRAq CHART BELOWV4-16d NAILSSMIP50N LSTA1 814^1 3 � Od 0 2 0W 3-1 JE
TO EA. TRUSS �
.C.
V
0 / ._.t
O _ Bb D
BOTTOM CORD OF
GABLE END TRUSS,
;: 0
2 12d TOENAILS O 8' O.C. FROM TR e
_z
u
SS BOTT(MI
3
z
CORD TO BGIIBLE
TOP PLATE O�
LU
LLQ '
O
ta.
z
fi2X4 T�7P PLA
_ lE5
D
4-16d NAILS
SYP
W J
k
2X4 BLOCKING 048" O.C.
i 1
Q
BETWEEN GABLE AND
:•rri
::D4 STUDS O
16'OC
D
TWO TRUSSES
' SPF iR
l
l )
a
CL LU
N/LL PATTERN:
C4 N
O.,dk wEDGE 8d NAIS O 4 O.C._ �X BRACE CHARTFlo.D: 8d NA4 2 PITCH - Q1 BRACE 0 8 0 O.C. MAX5 12 TO7 12 PITCH_a( BRACE 0 6 0 O.C. MAX •- -
o _ _
A2
GREATER THAN 7 12 PITCH
—�( BRACE O 4 0 O.C. MAX
A2
W
Ln U
/
III
LU
m J -
,: N
N
N r
CV'
O
Q
t'R _
O ECT #.
z
tttB7
l SHD 79-4
TH
J
B7
Q
0
GABLE END TRUSS BRACING
1
r »
DESIGNED: D
_ E.
�, _ KCM
ryN
U
1 2 1 0
�-
Q
o_
122
38
142
LU 1
0
142
38
121211—
U
z
DRAWN: �_I KCM
z
O
O
U
U
w
7
z
Q SCALE
c�
a AS NOTED
_ 1
1
1
1
- W
X
O _
4
0
S _
S4
Q SUED.
_S 4
tS - 1/4/18
Z
a
Q
,o
LU
REVISION -1:
Q
_
W w
LU
o SDWC 15600/15450 TRUSS SCREW
INSTALLATION
a
z
REVISION -2:
0
Rafter to To Plate shown
ES. SDWC1 . FL 1 7 at s o n
z
U
COD 5600 39 5.2
P
LU
I—W
Truss to Top Plate similar
Rafter to To
Plate shown
I!
t'
1 B
_ 1
1
d'
cuss -to To Plate �
Q
P
ate similar
o
0 0
Optimal C M
1 O
P
2
A
Optimal 2 Im 12 N =...
2%
Optimal a
2/
z \ .
P
o J o
o
♦ .
1 r
Z
0
0
ti
� o
o
F
0
o o
�- .
O 1
0 1
0
0
O
_ 3
v> 9
o 5
_Z
3
3
0
0
Z a
Rafter or Tr
uss �r
M
3
uj
o .<
3
minimum < —
Y2"
nlmurn
Mln
z
_
Q
z..
distance f 23
.<
l
ce or full values 2Y /
4
4
p
rr
Splice may be In
.
O
F
W
(with or without p
uta late Y . - _E
� TA
3 P S
�. W
r
u e or lower
ate
II upper U splice)
P
.O 2
Don I . P
of install SDW In
LU C p ) �c
J i
T
w
hat
Pressure
v
O
R
shed area
z "
O
1 l�
treated
3f o
ax
Y
4 S
2 ..
,
.4 • • S. O
A
r
sill
i
SDW _ .. . � o
C1
_z
S D C 15600 5600
LU
W
LU 1
SDWC15600 DW
Yz
mm o
W
S C15600
Offset fro
4 r,�-�I KEVIN N C. MARTIN, o R IN PE #80359
Z 1
0
o
Overhang to late
_ erh h o
a
3
PP
o
1 max 0
4
• Optimal rr 21/
, 2
splice
p
_. 3/ mIn p
o full
SHEET
LU values
SDWC15ti00 t
a Shad to Double Top 3
_ Plates Note. 1. SI
o -roof rafters may
be sloped La to and including a 1
2.12 Itch
oP
P� DW
C1 P� P n9 C15600
P
SDWC15450 at III
Z � S Plate Connection-FL19375.
2
- rr ,
Wilde Face of:Stud
r �
� z and must be blrcismouth cut. `Finish:
• , �
FIrn h. -
DW 1
s Black
E Coat
S C 5600..
Note. Sloped -roof - be sloped u
roof rafters m to and including a 12.1 _
a 2 I 'n
tch and Ce O P� P� P Note. Stud -to -double Y 9 u e to plates shown.
P Stud to-sln le/dou I
2. Referen b e bottom. plates over
_ Reference detail 4 for Installation instructions. P P e
Q rr (Wide de Face of Stud
� Note. Reference detail 2a m )
for installation angle limit
must cut..
9
be blrcismouth
wood floor similar. •
a
z N I
Note: SII late andior
to faundafion not sham
LU P
h for da
MY
o—
N
..T
oLA
W
A3
A3Z
W
W
>
0
J
�
W
Q
Z TT
W
LL
W i
� r
Z
1. SiMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES
_
r
QM LTI_
PLY TRUSSES MUST HAVE(1) UPLIFT CONNECTOR PER TRUSS PLYUNLESS NOTED D OTHERWISE. v
O
z
W
Z _
o
M .J
L
U _
U') M
Z u7
t.f)
In
w'
_ .Iii
co
O
_ O
_ , d- cfl _
O'
v
rn
�r
ry ROOF DECK NAILING PATTERN:
4-12d 2 ES TOE NAILS
d' r
0- EDGE 8d O 4 -0.C.
" OSB EA. END FROM BLOCKING
FIELD:ELD. 8d 06• O.G,
7/16
TO TRUSS TOP CORD
.ROOF DECK 4 U.C. WITHIN 48 of GABLES A 1
0
2X4 CONT. BLOCKING
Al ,
CONT. 2X4 BLOCKING
SI PSON H2.5 HURRICANE P
2
4 - 0 ALL SHEATHING JOINTS
r—
M CANE CU EA W
TRIGER
2X BLOCKING O X BRAgNG
4-16d NAILS
1X2 P.T. DRIP BD.
WITHIN 48" OF GABLE TRUSS
Q
.
WOOD FASCIA
Lj
�.
4-1 LS �-
V
2X4 SYP
U_ V .OUTRIGGER 0 24 O.C. ALIGN ONE F
m
� 4-12d 2 ES TOE NAILS r.
c)
_ N
OUTT2IGGER W , EA X BRACE OR 2X
EA. END FROM BLOCKING
2X4 X NG
/
4 BLOCK 048" O.C.Ln
O
O
TO TRUSS TOP CORD
SEE qi I BELOW
TOP
CORD OF GABLE END TRUSS
N
DROP 31/2'.
CONT. 2X4 SCAB FROM
WQ V
II
TOP TO BOTTOM
CORD AT X" BRACING
O
w z .
1s
ose WALL SHEATHING N
O
12d LS IYP.
M
Z —
I II N
o
2X4 SCAB O
Q 48 D.C.:G.C.
Fn
_ m . d'
O
IF VERT.
WEB IS NOT T
Z Z
PRESENT
�o
t N
V
__ t..t..l , M
Q
LL]
N
0
12a o .FROM
PROVIDE ADDITIONAL 2X4 VERT. 6
CABLE IS
z I I I .. 2
BRAgN BLOCKING 8EL0 _ Y
� HIGHER THAN 4 0
TO FORM AN 1
SHAPE �...I
d
0 a
�..�
.... '
2X4X8 LATER
Z
BRAq CHART BELOWV4-16d NAILSSMIP50N LSTA1 814^1 3 � Od 0 2 0W 3-1 JE
TO EA. TRUSS �
.C.
V
0 / ._.t
O _ Bb D
BOTTOM CORD OF
GABLE END TRUSS,
;: 0
2 12d TOENAILS O 8' O.C. FROM TR e
_z
u
SS BOTT(MI
3
z
CORD TO BGIIBLE
TOP PLATE O�
LU
LLQ '
O
ta.
z
fi2X4 T�7P PLA
_ lE5
D
4-16d NAILS
SYP
W J
k
2X4 BLOCKING 048" O.C.
i 1
Q
BETWEEN GABLE AND
:•rri
::D4 STUDS O
16'OC
D
TWO TRUSSES
' SPF iR
l
l )
a
CL LU
N/LL PATTERN:
C4 N
O.,dk wEDGE 8d NAIS O 4 O.C._ �X BRACE CHARTFlo.D: 8d NA4 2 PITCH - Q1 BRACE 0 8 0 O.C. MAX5 12 TO7 12 PITCH_a( BRACE 0 6 0 O.C. MAX •- -
o _ _
A2
GREATER THAN 7 12 PITCH
—�( BRACE O 4 0 O.C. MAX
A2
W
Ln U
/
III
LU
m J -
,: N
N
N r
CV'
O
Q
t'R _
O ECT #.
z
tttB7
l SHD 79-4
TH
J
B7
Q
0
GABLE END TRUSS BRACING
1
r »
DESIGNED: D
_ E.
�, _ KCM
ryN
U
1 2 1 0
�-
Q
o_
122
38
142
LU 1
0
142
38
121211—
U
z
DRAWN: �_I KCM
z
O
O
U
U
w
7
z
Q SCALE
c�
a AS NOTED
_ 1
1
1
1
- W
X
O _
4
0
S _
S4
Q SUED.
_S 4
tS - 1/4/18
Z
a
Q
,o
LU
REVISION -1:
Q
_
W w
LU
o SDWC 15600/15450 TRUSS SCREW
INSTALLATION
a
z
REVISION -2:
0
Rafter to To Plate shown
ES. SDWC1 . FL 1 7 at s o n
z
U
COD 5600 39 5.2
P
LU
I—W
Truss to Top Plate similar
Rafter to To
Plate shown
I!
t'
1 B
_ 1
1
d'
cuss -to To Plate �
Q
P
ate similar
o
0 0
Optimal C M
1 O
P
2
A
Optimal 2 Im 12 N =...
2%
Optimal a
2/
z \ .
P
o J o
o
♦ .
1 r
Z
0
0
ti
� o
o
F
0
o o
�- .
O 1
0 1
0
0
O
_ 3
v> 9
o 5
_Z
3
3
0
0
Z a
Rafter or Tr
uss �r
M
3
uj
o .<
3
minimum < —
Y2"
nlmurn
Mln
z
_
Q
z..
distance f 23
.<
l
ce or full values 2Y /
4
4
p
rr
Splice may be In
.
O
F
W
(with or without p
uta late Y . - _E
� TA
3 P S
�. W
r
u e or lower
ate
II upper U splice)
P
.O 2
Don I . P
of install SDW In
LU C p ) �c
J i
T
w
hat
Pressure
v
O
R
shed area
z "
O
1 l�
treated
3f o
ax
Y
4 S
2 ..
,
.4 • • S. O
A
r
sill
i
SDW _ .. . � o
C1
_z
S D C 15600 5600
LU
W
LU 1
SDWC15600 DW
Yz
mm o
W
S C15600
Offset fro
4 r,�-�I KEVIN N C. MARTIN, o R IN PE #80359
Z 1
0
o
Overhang to late
_ erh h o
a
3
PP
o
1 max 0
4
• Optimal rr 21/
, 2
splice
p
_. 3/ mIn p
o full
SHEET
LU values
SDWC15ti00 t
a Shad to Double Top 3
_ Plates Note. 1. SI
o -roof rafters may
be sloped La to and including a 1
2.12 Itch
oP
P� DW
C1 P� P n9 C15600
P
SDWC15450 at III
Z � S Plate Connection-FL19375.
2
- rr ,
Wilde Face of:Stud
r �
� z and must be blrcismouth cut. `Finish:
• , �
FIrn h. -
DW 1
s Black
E Coat
S C 5600..
Note. Sloped -roof - be sloped u
roof rafters m to and including a 12.1 _
a 2 I 'n
tch and Ce O P� P� P Note. Stud -to -double Y 9 u e to plates shown.
P Stud to-sln le/dou I
2. Referen b e bottom. plates over
_ Reference detail 4 for Installation instructions. P P e
Q rr (Wide de Face of Stud
� Note. Reference detail 2a m )
for installation angle limit
must cut..
9
be blrcismouth
wood floor similar. •
a
z N I
Note: SII late andior
to faundafion not sham
LU P
h for da
MY
o—
N
Q
TE SLAB W/ 6X6 W1.4x1.4 OR
4 CONCRETE
INSTALL TRANSFER BARS PER FIBERMESH
4�CONCRETERETESL HEIGHT FCURB VARIE w/SLOPE OF
W/ 6X6
GARAGE
4:CONCRETE LA W' 6X6 W1.4x1.4 OR
FIBERMESH.
M WALLS ONLY)
PLANS (CMU (
r,
4 CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
W1.4xl.4~OR FIBERMESH
8 MIN.
1 #4 BAR 1N STEP NTIN.
CO FOR
(
GARAGE ONLY)
FIBERMESH. H.
INSTALL TRANSFER BARS PER CURB/ 1 w #5 CONTINUOUS CMU WALLS ONLY
Z
_
PLANS .CMU WALLS ONLY W, U.N.O:
( ) — )
CURB HEIGHT VARIES, SEE ARCH
O
Z "
>r
F.F.E.bo
z_
—'
#5 DOWEL BED AT BOT. N UR.
wO.C.PLACE AT CORNERS CURB ENDS AND AT 48
PLANS.
<iI.
�
.ES
>GRADE
VAPOR BARRIER (6 MIL
MIN. OVER CLEAN 6 OPT. BRICK LEDGE w/'1#4 0R#5 BAR
VAPOR BARRIER (6 -MIL
\ r °
r
VAPOR BARRIER
1
'
,••
W`
uj
D
COMPACTED FILL FROM GRADE TO BOT F FOOTING. SEE PLAN
MIN.) OVER CLEAN �
HL
6 MIL
MIN. OVER CLEAN
_\
rez_
\ —
r�S
FOR LOCATIONS.
FOOT NGCOMPACTED
SCHEDULE
\E
COMPA TED FILL
MONOLITHIC FOOTING. SEE
6uOPT: BRICK LEDGE w/ 1 #4 R #5 BAR
FILL , FROM RADE T T. OF FOOTING. EE PLAN
/oz
'
DNTERIOR MONOLITHIC FOOTING.SEE scHE
�.s
INTERIOR
FOOTING SCHEDULE FOR SIZE AND
S F NG FOR LOCATIONS.
VAPOR BARRIER (6 -MIL FOOTING SCHEDULE FOR SIZE AND
;REINFORCING
MONOLITHIC FOOTING, SEE
REINFORCING
S HDuLE
MIN. OVER CLEAN
COMPACTED FILL
FOOTING SCHEDULE FOR SIZE &
MONOLITHIC FOOTING, SEE
REINFORCING
FOOTING SCHEDULE FOR SIZE :&
•
Z
I�NEL
RaYR
I�aOe
HIC FOOTING
REINFORCING
EXTO
2
IR M N EPO F
Ir
Ok'
Tf
RNr
Gf,G
N0—
ED.
GARAGE/CURB MONOLITHIC FOOTING
37
J.._
INSTALL TRANSFER BARS PER 4„ CONCRETE SLAB w/ 6 MIL MIN.
CMU VAPOR BARRIER OVER CLEAN
PLANS WALLS ONLY
COMPACTED FILL.
THICKENED EDGE SLAB, SEE FOOTING
SCHEDULE FOR SIZE &REINFORCING
o
4,CON RETE SLAB W/6X6W1.4x1.4 OR
1 #4 BAR IN STEP
CONTINUOUS
4„CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
4CONCRETE LAB W/ 6X6 W14 1.4 R
FIBERMESH.
.�O
.
FIBERMESH
F.F.E
FIBERMESH.
IL .
,rN
z
=
r4
z
rGB
. —
SE
ARCH. PLANS
,
a •._
<
X/I
>
^<
r VAPOR BARRIER (6 -MIL
, MONOLITHIC FOOTING.
0
,
/\f VAPOR BARRIER (6 -MIL
/
VAPOR BARRIER (6 -MIL
MIN.} OVER CLEAN
<
\f
OVER CLEAN
FOOTER ATTHICKENEDEDGE. SE� �
COMPACTED ILL
`a
.O
SEE FOOTING SCHEDULEMIN.
FOR
00
Ees+Er
OVER CLEAN
FOOTINGCOMPACTED FILL
FILLMIN.)
8 x8 FOOTING AT TEP
FOR SIZE ANDCOMPACTED
REINFORCING. SEE FOOTING
SCHEDULE
\,
a
SIZE AND REINFORCINGSCHEDUCE
'
ISOLATED SPREAD FOOTING.
<
SCHUDLE
..SEE FOOTING SCHEDULE
5
EE FOOTING FOR SIZE AND REINFORCING
SCHEDULE
EGAN.
D><
N�
A FT TC KNED DGE
G
S�
:
C�
U
P\
JOTING
Q4
SPREAD FOOTING w/ MONO FTG.
oQ
ry
U.
Q
3/4” MIN
0
KEYED JOINT (AT SLAB MID -DEPTH)
z
_
PLACE VERTICAL
REINFORCEMENT ON STEP DOWN VARIES PER
INSTALL#5 VERTICAL BARS
PAINT w/ CURING COMPOUND AS
BOND BREAK BEFORE ADJACENT
SYP PT POST, SEE FOR SIZE
EACH SIDE OFFOOTING ELEVATION CHANGE.
'
ELEV. CHANGE CONTACT ENGINEER IF
AT 18„-0.C. OR 2 TOTAL
SLAB IS PLACED
STEP IS MORE THAN 24„
MIN. EXTEND INTO CURB & PLACE �1) #5 BAR CONTIN. IN CURB
BEND T„ MIN. AT BOT. GARAGE RETURN WALL AT GARAGE RETURN w/ MIN. 28
BEND INTO ADJACENT WALL
�aF
,<
USE Z -BAR FOR THI K N DED E1-0
CONCRETE
.
-
a.
TWO
TO GARAGERETURN FOOTING
:
OR STEMWALL �
SLAB REINFORCING
PER PLAN ` CONSTRUCTION
IV.3H
JOINT
>>\,
.Tx
< r
s ° < r
>P
<�
.� ..
.---------
to
�
N(s
FOOTING W/ CURB. SEE DETAILS &
SCHEDULE FOR SIZE &
REINFORCING
SACUT
LAB REINFORCING
PER PLAN
ROUND OR SQU E POST FOOTING
ONFORCEMENT.
a
� .,
48AR d LAREINF
M C14
`3/4 r ON
SAME DAY AS POUR
1/ /4„ PREMOL ED STRIP
°
LrN
,-OC
a<<�
W/ DINT SEALER
FLUSH W/SURFACE`
°
0
1' 0
LL.FILL
rArS
GARAGE DOOR JCKENED'EDGE
F00TING. SEESCHEb LE FOR
I
a`
o�
ia.
.
1�
.•,si-
rNK
'a
r!D<
G
SIZE & REINFORCING
R BARRIER (6 -MIL
< <>
�
boom”VAP
QL,
MIN: OVER CLEAN
COMPACTED FILL
SAW CUT
JOINT
FORMED
JOINT
�
, \
�E
VEQVtZ.
'V
�N
RO
JOINT
2-4
N. USE Z BAR FOR STEP DOW
MIN. 12 "
a8 BAR OLAH OR H MAINTAIN 48 BAR ;
ZOCON
Lu Q .sL
R<
E>
T"
G
UrCr
AF,.rr
CONTROL JOINT
TO BE 15_0 OC MAX
r>>
EXTEND BOT. BARS DIAMETERS FOR SPLtCESNOTE.
FOOTING -1 INTO EACH FOOTING.
zFROM
FOOTING -2 A MIN: OF 8„.
Ln VLQ
t
PBMCSOC
NT DETAILS
1FIXED POST FOOTING
IT'
TPT
0—
0r�R
s
■■e
T,PRO
ECT :SH 79 H
POST POST w/ HOLDOWN, SEE
DESIGNED: K M
'
FRAMING PLANS & DETAILS FOR
4 CONCRETE SLAB W/ 6X6 W1.4xl.4 OR
SPECS.
DRAWN:KCM
FIBERMESH OVER 6 MIL VAPOR
BARRfER&CLEAN COMPACT FILL
BARRIER
HEADER BLOCK w/
U -BL CK w/ 1#5 BAR
HEIGHT OF CURB VARIES w/ SLOPE OF
GARAGE OR STEP
FORM &POUR SHOWER 6, MIN. O
CURB/RECESS w/ (1) #4 HEIGHT F CURB PER SHOWER RECESS
.I
—0—
oCMU
1 #5 BAR CONTINUOUS F.F.E.
CONTINUOUS
SLAB TO STEMALL JOINT w/
W
ELASTOMERIC SEALANT FILLER.=7
CONTIN.
�
SCALE: AS NOTEDFILL
SEE TYP. STEM LL
UE •1
ISS4/188x16
r
CMU STEMWALL. FILL : >
8 x16 CMU STEMWALL. FILL
8"X16” CMU STEMWALL. FILL
REINFORCED CELLS SOLID 4„ C N RETE SLAB W/ 6 6 W1:4x1.4 OR
DETAIL FORS CS.
�
REINFORCED CELL SOLID
VERTICAL REINFORCINGT BE (1#5
GRADAT 48 O.C. & AT CORNERS w/ MIN. 7„
&12 MIN. BEND INTO
BEND AT BOTTOM
REINFORCEDED ELLS SOLID
GRADE
4„CO RETE SLAB 6X6 W14x1.4 OR
OVER 6 MIL VAPOR
&CLEAN COMPACT FILL
\F,<
\H
\\
`
GRADE FIBERMESH OVER 6 MILVAP R
BARRIER & CLEAN COMPACT
ADD (1) #4 MIN. iN
�—�
.\
GRADEFIBERMESH
ur�
PAD FOOTING FOR PORCHBARRIER
` REVISION -1:
ADD 1 #4 MIN. x
U.N.O.
ADD 1 #4 MIN. IN
!_E
FOOTING FOR VERTICAL REINFORCING T BE 1 #5
r
„ AT w/ MIN. 7„SLAB
LEDGE
r
POST SUPPORT. SEE PLAN`A
i
FOOTINGFOR BRICKREINFORCINGVERTICAL
>\R
aiSa
FOR BRICK
LEDGE ,I.
BE 1 #5FOOTING
.<AT 48”-O.C. &AT w/ MIN. 7LOCATION
AT SOTTO &12„MIN, BEND.INTO
SLAB U.N.O.EMWALLF00TING.
rrr
SCHEDULE FOR SIZE,
& REINFORCING
REVISION -2:
.I.
SEE SCHEDULE
0
�\
BEND AT BOTTOM12 BEND INTO
..
`
rM�rr��
trG;
FOR ZE AND REINFORCING.
A.
.T:_..
U BLOCK U.N.O.U.N.O
F.
r<
STEMWALL FOOTER. EE SCHEDULE
FORSIZE AND,REINF REINFORCING.
SEE TYP. EMWALL
DETAIL & SCHEDULE FOR
SIE & REINFORCING
JVh
eONQ,�dM-()
iQ�Nid
�-'
r'
,
q <
T
\F>
°> r
r<, <
STEMWALL FOOTER.SEE SCHEDULE FOR SIZE AND REINFORCING.
>.<
r r
NG L
�
F NG.
rG
�,<•
S
SOILS TO BE
BEARING SOILS TO BE
e
,
BEARING SOILS TO BENG COMPACTED & FREE OF
DELETERIOUSMATERIALS
iT
jGV
.EARIN e
.T
COMPACTED &FREE OF
DELETERIOUS MATERIALS
COMPACTED &FREE OF \
44/ EOF
ODELETERIOUS o
.,
MATERIALS
P\
As ..,i
s�
:e
O FtEXTERIOR
STEMWALL AT SHOWER
CN
STEMWA LFTG.&PAD
S. e
S/oNA �E e
STE WALL FOOTING
GARAGE/STEP STE
ALF00TING
TE CONTACT ENGINEER TEM ALL EXCEEDS 4„,A
NOTE. CONTACT ENGINEER IF TEMWALL
aLe
`
NOTECONTACT ENGINEER IF TE LLBN
TE.CONTACTENGINEERIF' TEMWALL
EXCEEDS 48
FROM T.O.S TO FOOTER (6 COURSES).
EXCEEDS 43" FROM T.O:S TO FOOTER (6
KEVIN C. MARTIN, PE #803 5 9
EXCEEDS 48 FROM T.O.S TO FOOTER 6
FROM T.O.S TO FOOTER 6 COURSES).
COURSES).
COURSES).
SHEET
S-5
uF-
w
Uf 1--
MIN. 7/16 OSB SHEATHING
_ Q
0
0
U
ROOF DECK FASTENED TO
HORIZONTAL W/ 8dNAI NAILS
@
11 WHERE DISTANCE B/T TIE -RODS
O.C.ckN EDGES 12 O.C. IN
6O
PRE A
Lu TRUSSES. SE
E FRAMING PLAN FOR
EXCEEDS MAX. SPACING INSTALL 1
M NUF. TRUSSES PER
FIELD. USE
2x F LATWI E
F S
SHOP DRAWINGS R WINGS TR cn
SHEATHING SIZE & FASTENING
2 No. SYP.
USS
IMP 2
z
AT ALL
S SON MSTA STRAP AT MID POINT
O
3. BLOCKING Z
DETAILS.
O
PORCH BEAMS.
PLAN
z
LENGTH TO BE DETERMINED IN FIELD
O
ORIZONTAL EDGES.
O
HO
SEE FRAMING
cn
I--
O
EDGE OF ALL THREAD WASHERMUST BE
PLAN FORSIZES.
_
-
_ WITHIN N 3 OF THE HEADER KING STUD, N
ui
- SCHEDULE ON .TRUSS uj
SEE CONNECTOR
0
z
J TYP B TH SIDES PLAN FOR TRUSS. TO TOP PLATE .
O S ES OF OPENING.
0
CONNECTIONS.
ONS
z
N0. 2 SYP HEADER BEAM TYP. WITH
o
FASTENED
2 2x4NO.2S
SYP TOP PLATE FAS `` 1
O
FLITCH. C SEE FRAMING PLA FOR
_z
IF
2
N O
3
Lu
AT 16 O.C. STAGG.
2 ROWS 1Od PLYWOOD MIN.
N
O
'
SIZES.
a
FASTEN o
LAP.. EACH POR
1 1 d I N CH"
o MINIMUM 48 LAP WITH 8 0 FASTENED TO PORCH
z
SEE FRAMING PLAN FOR NUMBER OF CEILING ROOF FRAMINGMING
z
Lu BEAM T POST c2) 1 ,
11
TOE NAIL
IN S & 1
EE FRAMING KI AN MSTA24
READ CONNECTORS S NGS D JACK STUDS w/ NAIL AT
0 1/2 ALL THREAD 8d S 6 O.C. ( )
Lu
V
PLAN &ALL THREAD NOTES FOR INSTALLATION ALONG EDGES & 12
STRAP SIMP
SON STRAP.
0
SPECIFICATIONS, SPACING AND EMBEDMENT. FASTEN DOUBLE KING STUDS S TO
O.C.OC IN FIELD
TYP.
SINGLER1
C PPLE STUD WITH 16d
z
_ KING STUDS
NAILS AT 6
O.C.3
Q
NMI
HORIZONTAL W/ 8d NAILS\I,. 7/161
OSB SHEATHING
W No --\. 2 SYP P
T. PORCH POST.
. . ON EDGES 12 O C
IN FIELD. USE 2x
J
6 OC
A K T D
J
J C S U S
OPENING SIZE VARY. EE ,
. Q
S S
SEE PLAN FOR U
FLATWIS
E BLOCKING AT ALL HO
RIZONTAL EDGES.
O SIZE E&
o LL
o PLANFOR OPENING SIZES LOCATION
o J
W
z MIN. 2x4 SPF STUDS AT 16,O.C. DOUBLE
SILL REQUIRED WHERE RE
W
0;
0
Q
1
OPENING X
G E CEEDS SIN WIDTH
W
U
2x4 N
O 2
SYP PT BO
T
TO
M_P
L
AT
E. A
PPL
Y 1/2
1
U.N.O.
SIMPSO
N AB
H
OLDOW.N.
`ALL -THREADED RODS AT 41O.0.WITH 7 MIN THREADED ROD EMBEDMENT DEPTH 7 MINIMUM SEE DETAIL FOR SPEC. W
Wza'w EMBEDMENT CENTERED BETWEEN DRILLED AND EPDXY INTO FOOTING WITH
UWQ
W
ALL -THREADS S
D AND AT EACH SIDE OF BOTTOM
z
ALL
_ SIMPSONPLATE SPLICES.ET P Y
EA
S EPDXY OR SIMILAR. cn
0SEE ALL -THREAD D NOTES FOR
,z
W
PORCH POST FTG.
SEE
Uzi DETAILS. 0_ o
2x4 NO. 2
O SYP PT BOTTOM PLATE. APPLY 1/ • • F Z 2
_
2 FOUNDATION PLAN &DETAILS
Q
v
. .: , .
ALL -THREADED
TI READ T 4 ..
_ .... SEE FO
UNDATION PLAN FOR ALL FOO NG ED RODS A O.C. WITH 7 MIN
b . ..
II cc
ao DETAILS. THIS IS FOR ILLUSTRATION ONLY EMBEDMENT CENTERED BETWEEN
O
GRADE �I r. •.
<
• 1
•e ... d�\/\
e
A
•
<
<
a
d •
, �AND MY NOREFLECT THE ACTUAL ..
..
4
.,
..e
ALL
-THREADS
ADS AN D AT EACH
SDE OF BOTTOM
u. d .
< M
/ 4 z d. \
\
: d..
�
rn
a d •
.
u.j
d A.- A LL < r*-,%- F.
• e dFOUNDATION SYSTEM. LATE SPLICES. EEALLT READ NOTES FOR/ DETAILS.-
Z v
d
♦
a
\ \ \ \\
d
Z /
LU /
� J
Q
/
/ a
o`
O
HEADER FRAMING DETAIL TYPICAL
PORCH FRAMING DETAILWALL SECTION TYPICAL 2
0 -3.
1
_ 3 4
1
4 1_ o
3/4 —1 0 /
ry W
%0`
WV, NLn
m
N
00
r
V N'
o' a
0
N
O
M
Os
Imo,
I
z :Ln
N
O
J
z
co d' ,0
a
LL
Ltd .—
o N
zz
ta..l
V
M
O
_ N-
Q
U
'71
_..1
z
Z
a
Q
O a
v >
VLU .,.1
z
E DOOR :TRA
J
GARAGE CK.
7 O
O
O—
N
O
Lu
Z ,e
Z
MIN. THREADED ROD ANCHOR
Lu J
....�.
Ln
V
J
U
a
SEE FRAMING
LAN FOR
MIN.3 X 1/4 SQUAREDARE
WASHER &
L'� N
w
i
i O
_ M
NUT
MIN. 2 PLY STUD
GROUPPOR IRV
w GARAGE HEADER BEA3"x3.5" MEMBER
CL
M`
w
0
SIZE AND DETAILS
I S
BE WITHIN
DBL. TOP PLATE.
■■
EDGE OF WASHER TO
Z �
FASTEN T/G>PER
■ ■ ■' ■
°O Q
ALL
OF SHEATHED SIDE OF
W
DETAILS TYP. _
LAP TOP
& BTM. STUDS
wo o
U l`
w
N TOP PLATES AT AL
L
0 0
CORNERS. FASTEN
Lu
'
J
UJ
2
X8(PT
(PT) AC H
m
.
TYP 2x P.T..SO PLATE E
o 0
®
Ta.
.,s..
,. .
_
STUDS TOGETHER HER w/
SIDE OF GARAGE DOOR CORNER STUD �5� 1 dNAILS
F
RO ECT #•
SHD-79-4TH
a OOR #1 Ox1 SD FASTERS PER
Z= NTNG. FILL ALL HOLES w/ 16d x 2NAILS
DRILL &EXY 1/2THREADED z
I
� 0
0
-
DESIGNED:
KCMSIMPSON SPECS.
QO ROD w/ MIN. 7:EMBEDMENT INTO
U cn
0
FOUNDATION. o
y
:4
Q .
w
n n
0
r.
4 LA LT AT EACH •
4 1 /2 X G S C
Lu DRAWN:
o
'
,
KC
M
Uz SILL PLATETYPICAL ANCHOR
z DOOR TRACK WI TH2n SQUARE
OU MINIMUM 5/8 THREADED ROD CORNER 2X4 FRAMING
UW
WASHER AND NUT ATGARAGE
2 .RO S OF 8x3.25
SCALE: AS NOTED
Z
Q
HEADER BEAM DOUBLE STUD
PRESSURERE TREATED PORCH -POST:
o
NAILS AT 8 O.C. INTO
— _ SEE PLAN FOR SIZE& LOCATION ATI N
N
X
Lu GROUP BE o
TRPLE. GROUP
BEARING.
0 O ISSUED:
1 • 1 /4/18
12 o-
CL 0
USE 8dx3
25
� NAILS AT 8 O.C.
Z
• 2x PT SOLE PLATE TYP
Q
o ,
Q ' ABU66Z OST BASE: FILL 0
FOR STUD GROUP
SEE FOUNDATION PLAN FOR
�
REVISION 1.
J0 ALL HOLES w/ 16d NAILS: SILL PLATE
Qw o- ALL FOOTING DETAILS. THIS IS
W
W
0
FO
R ILLUSTRATION ONLY AND
tLAN
a
—
REVISION
2.
z
MAY NOT REFLECT THE
o
Z
. MIN. AN H R
BOLT OR
Lu ACTUAL FOUNDATIONTEM.
CORNER
RAM
ING DETAIL
r-•- w DRIVEWAY THREADE ROD WETSET
� r
ry
r
r �♦
_
a
\
a
.. OR DRILLED & EPDXIED. ED
a
o
o
0
i
r
CE 44
r o 6
MIN. 7" EMBEDMENT.
Z NO DRILL &EP EPDXY 8THREA ED • NOTE: ADD 1) ADDTIONAL ROWOF NAILS AT .;
o ROD w/ MN: 7 EMBEDMENT INTO
EACH STUD FACEfOR 2X6&2X8 FRAMING
,eo
cet
� e
\
FOUNDATION.
Lu
HTT5 HOLD W
•
v d
O N
� ARi ldd7 _ . �)ZL✓ .-cr _
Q /
/
/
U
J.W
J W
V
-
Z Z
�w
LU
GARAGE DOOR TRACK MOUNT DTL
_
w3
q- 3/4„_1,_0„
Z�
Pz
Wo
a -
z
w
o�
zCJ V KJ
O
M
Z
E
W � o
�1 _ T r
w PRE DEV. SPOT EL.
z
r
1
0
9
z — POST DEV. GRADES
0
z
z .
w O
Q
_ SF
SILT FENCE
0
O
�.
T
c� w
POST FLOW DIRECTION /
AV.
�._
REVISION -2:
-=
.•
1
•• w
w .
t�
S ATE OF:
. <v
a
r j
w
O O J
M orn
`t
.0
g`+ n
Qoiz
m
aP?on m
to aaxn =
r r O
O
N
iY
X U=
0E
0 LO"
"
r -LO
�L—
0
�El
`
V
CDF
"
cu
V Se
El
X
X
'OCD ,. (P1
�S�f
Ilk
Nr
ff
X "
_
m
CN
CN I
00 r
r
co
cV
CV
X J.'.a
co °��.
r
� 00
X LO
X
CV C3
N CO
r® N
Tr..
CD
1
E
00 j
X
C3
LO
X0
C%4
T�I,,-
a
r j
w
O O J
M orn
`t
.0
g`+ n
Qoiz
m
aP?on m
to aaxn =
r r O
O
N
iY
O
w
LiIJ-
M
V
Nob, ('o,LLJ
h
so ,$sa Z®t 41
F e ® o o ®30 .1
-0
19 W
LL -
Z O0 h s•oCO
00 / t� oo,'
U Q (9-0N
W • h = ® .. \ �1Nj �
,
W �p o
_ ® ® a v$ / / ® o-41
OZ ® ,a ® / (cot ) ��ye
Q v
C.� 01)
V)® w �J s �v o
Z /
= c, 6 `0, (s s) "',�v .3 O
Q pQC.? tp� ��i gyp•
O ® \
a z oLLI CO (o //
►� No (.o/ / ® 861 X16
O 2' d e o shod �) tb3odb, J 11
mJ (c (so/) �o�sylnoa�00001s da l,
0
LL
<og )6) . , •SF 3/�y �ibN 40 (B6) 11 ,'
y� ®// •^Y
(ZZs (00 � N (`Z
U') sr Z t
WoNoo ) / 11 Q
C7 (886) \ 0 AVO 80 0[)
►— ,(>. )
At
Q oo
(v � a 9' IVY (Ninos
No&/ o^) s)s)'1Q®6) z
rg
s) / ®�
i ' \
(69-6) i
-i VAI
AD Q(C
o �o(ss6)
' �bbL
y
a
000
v
o
°)
c
O
o� a
CL v
Qm t
•Z m
c
tt3.. v 0
��- p�E Q
W
z / �411
r
N
K x
(D -W
y
> �
U
rf o
O 0) wLU
p p o p O
Ja-lA W O
oCO
0
wMMo
m
L,J
m
it rn $
zO"pN0
�
��
0"
it
�-9
z
Z
W 1)
5 M ..
O Z t1 'p
j (n
�Qto m
lF-
Z
0
U
O
W'
N C M
c
tLnmaa))_C
�J
N a
:3 MCD
12 0
LU
of a�Q vN
O
Z
v v r- O M LJ.-
"0.2 v► d
J
7L O v•C00
M m -000vM. 0 O
LJ®
8 v L
o. y y- P a) O
c m
Wrnh®aoo
v MO p
o®0N0 j
fa Zzmzw IL -
r. C4 q
co
r -
a�
le
v
= c
w U 00
z
c V C
°
w
OONE
z In
_= c0, Q
c
E o=-20 • �v'
ffi
2
j<0.18
Cx
�O
J
�
WOO
U
OaljSI
'O q• tW
Oc
o®
0 ,=
. W
Z 0zz
3 W C)
W O
La-)'.-� EL- M ;►�
La) 4- c 1
In
I
U �'O
>
O U 1wi W
a ON
C
}}--
0 x'm
)
V)-5-0-
a Qat N� U
'O
\X
0 i :W-
Q.0)003
FIR Lu 41
Lu LEGEND-
::EzN
T
z
Lu ;�1 PRE --DEV. SPOT EL.
� Q
I
3:11-) ,� � \
V
9 POST -
DEV. Z o � POST DEV. GRADES � Q Lu
��1
Z
a SF SILT FENCE 0
0
r-
rHn l JZ:)V
0
N' 6
N Ln
N
aM O% MEMO
�
Ln Q
L m
L.t.1 •— N
cti U U N M
F-- --�
�Q
Lu Q O o• umm
d'
•— V
oC N
NONE
■■
PROJECT #: SHD-79-4TH
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 1/4/1 8
REVISION -1:
REVISION -2:
'o®
aeee, � •• � �•' 'moi
80Cr3
• :� TA E OF ., w/. �
ee
OR• e
1,111
O N A„ 0��t
KEVIN C. MARTIN, PE #80359
SHEET
C-1