HomeMy WebLinkAboutBuilding Plans9- NEW BREEZEWAY
7- EXTG UNPERMITTED GAZEEBO
1- EXTG UNPERMITTED POLE BARN
2- EXTG UNPERMITTED PORCH
PRODUCT APPROVAL AFFIDAVIT
I1. 0FI er do IMETAdowschedule oral] meaning worst dse of all 41.631. -69.7I N/A (Union Corrugating 129 ga Masterrib IFL 9553.4
ROOFING METAL PANEL ALL
p g similar items of that type.
2. If building dp are left blank- see door &window schedule or design pressure chart:
3. This affidavit is only to verify product's compliance with wind loads.
4. Unless products are specifically submitted for verification by contractor, they are assumed.
5. If glass type is not specified more than 'impact', may use any of the impact glass type in the install instructions to achieve the stated building design pressures.
6. If fasteners is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design g pressures.
7. 1 have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions.. AREA CALCULATIONS:
A zoning
I
B front setback
�I
C side setback
I
D rear setback
E setback for enclosed stoi
i
F lot area
G allowable lot coverage
H jallowable buildable area
SWEETINDEX
A-1
site plan
A-2
breezeway
A-3
gazebo
A-4
pole barn/ storage
A-5
general notes
PROJECT DESCRIPTION
ADDITION OF A NEW BREEZEWAY. NEW UNPERMITTED
GAZEEBO, NEW UNPERMITTED POLE BARN W/ PORCH,
INSPECTIONS TO BE PERFORMED BY ARCHITECT.
ZONING INFORMATION:
parcel id:2309-801-0016-000-8
flood zone: X
50
20
30
or gazebo 5
77,098
3 sflfrom survey
I
jallowable roofed building area
15,420 sf
1
allowable total accessory bldg area (35%)
12,227 sf
total roofed building area
total accessory Bldg area
total roofed building area
FxG
Hx 35% as per LDC 8.00.02.(B)
897 sf see site diagram (incl bldg 8,9,10)
799 sf see below
696 sf see below
bldg 1- accessory
1,728 sf
bldg 2- accessory
378 sf
Bldg 3- accessory
334 sf
bldg 4- accessory
383 sf
Bldg 5- accessory
576 sf
bldg 6- accessory
120 sf
bldg 7- accessory
280 sf
bldg 8- extg garage
392 sf
bldg 9-hew breezeway
197 sf
bldg 10- extg residence
2,308 sf
UIUU DCLualftD
E COUNTY
--------------------J
BOCC
a
p2m
rr
a
r
it
I
.HOG. MEL FENCE
w
"'
---------------------- ----------- ---------- — -------------------
N89'38'29"W 298.24' (C )
m
299 0' (D)
1
FILE COPY
PARE o
2309 801-0020-000-9
FENCE CORNER
1 23' NORTi1 0 95' EAST
LOT 20
j
1 INIPPr r1RRFn PI Al
r
r-
E
o
CL
i
o N
�
�«,-o
Co c
a CIL
m
�CM`
r_ E Cj L m
C
E N 2)
N
a)
" t Y
O co
U
co L-
LL
CC
ci
W
'o
A
LL
U
W
0
0
0
W
0
J
W
0
0
Z
Lu
O .
u
o J
V) 0
w
LLI d'
J
w
I—' LL
o
JI U
W
LL
L
w
U) n
V
m
J
}• L
Z
W
N O
LL
LL.
J
LL
Lj_
V)' a)
w
C^
J) /
<
n
WI
w
1
w
w
L
^,
4/
w
y
Ul E
C/JI W
o
LID
U
2
W
E
W
Z
Z
I
CC
Q
Z
Q
Z
3
Z
0
I
w
w
0
I'
ui
9
J
Q
0
F-
Z
WW
cC
G
0
U
W
F-
Q
0
0
site plan
2/5/20
SHEET
A-1
a ada. d31 y P� ....... Co
a d O a d �iF OtS R 37(/Ee •.9 1
aooa- e31 -*—
Q; 4;
STFNED ARG�`
ZONE
EFFECTIVE
WIND
AREA
(SF)
156
1
10.0
12.9
1 -31.2
1
20.0
12.1
-30.0
1
50.0
11.4
-29.5
Roof > 0
1
100.0
11.0
-28.8
2
10.0
12.9
-52.8
to 7
2
20.0
12.1
-47.2
degrees
2
50.0
11.4
-39.2
2
100.0
11.0
1 -34.4
3
10.0
12.9
1 -79.6
3
20.0
12.1
1 -65.6
3
50.0
11.4
-47.2
4
10.0
31.9
-34.4
4
20.0
30.4
-32.4
4
50.0
28.4
-30.7
4
100.0
27.0
-28.8
4
500.0
23.7
-25.7
Wail
5
10.0
31.9
-42.4
5
20.0
30.4
-39.2
5
50.0
28.4
-35.6
5
1 100.0
27.0
-32.4
5
1 500.0
23.7
-25.7
:a er
sia� v. e4e: es �sn�t
�,i 3;, rr 5�w'Ma s
'
se z
r° g
B'. rea
I°
{m
a.,aer'.kYfipgA°thnJ s"a �r1f
R;e
¢:•
rly
are.ale
eal\
.1 ,=soda5
1260 wrlai s
a-M-2
,a°
BEAM BUTT SPLICE
O
o BEAM
POST -NOTCH
POST AROUND BEAM
BUTT NEW RO®F TO EXTG GABLE ROOF
BEAM
EXTG GABLE ROOF I I I I I I I I I
1 F 1 z
NEW ROOF I I I
I I C I i I I I I I I i
EXTG ROOF, OVERFRAME PER SECTION 3. I I I I I I I I ( I I I
1---1-- (--+ l I I I I I 1
I I I I I I
- NEW ROOF BEAM
ROOF FRAMING PLAN
SCALE: 1/4'= Tito"
BEAM TO POST DETAIL 2
1.21 adjustment factor SCALE: 1.5"= 1'-0'
Y58�
- -.- - - - - -- ..-- - - - - _-._-_-- -- - - _ -26' 12'
m' I
..
f. I: 0 x 10 h: ':.I i; - - - - - - - - - 71 EXTG GARAGE WALLS: PAINTED 8" CMU
o \ /
GABLE ROOFS:
WALLS Oslo,
JA2
NEW
ROOF
ROOF
NEW v
BREEZEWAY
r. ,. .. EXTG
:. c➢ m fl ,. I BEAM
/\\\ GARAGE
(
\ � I
I
-- 2
GABLE ROOFS /. \ POST
10" < 0 s 46" HIP ROOFS
100 < 0 s: 30P.
15
NORTH ELEV
Nutr: .eaf..etaa Nkaaex.
SCALE: 1/4"= V-0�: ,
. u - t �` x • : ° EXTG CONC TEP
I EXTG w
-
1 LIGHT EXTG
-- - - - -- -- -- - - -- � --------.--� NEW .- HOUSE
BREEZEWAY4"
'r I EXTG CbNC WALK
EXTG
LIGHT
.. .. ' .. .. .. ... .. ..: .> EXT PAVER WALK
` ..-.
- - - -
[E=D
-
." ,... , • - .. . ,. EXTG HOUSE WALLS. VINYL SIDING
,.¢
NEW .. :.. ...; . ` ' � OVER FURRING OVER 8"CMU I
3
BREEZEWAY - • .., - A2
SOUTH ELEV FLOOR PLAN
SCALE 1/4::_ 1:_0:: SCALE: 1/4::_ 1:_0::
CONT 2x10 PLATE TO EA TRUSS TC W/ (3) 3" SCREWS. '
EA NEW RAFTER TO EXTG PLATE W/ S: H3. STRAP RAFTER BUTT ENDS W/ S. MP24
EXTG HOUSE ROOF BEYOND: 2/12 5V METAL
• NEW SELF ADH MOD BIT CRICKET
NEW BREEZEWAY ROOF: 5V METAL OVER 5/8" PLY REVIEWED FOR
1x8 FASCIATO RAFTER W/ (2) 12D NAIL OVER 2x6 @ 24" OC, RAFTER TO BEAM W/ S. H2.5A COMPLIANCE
e w �+
EXTG ROOF: 3/125V METAL CODE COMPLIANCE
6'�a °a°s.... ¢e�,�,a•¢.v.e ,a¢ . °oIg,va °�¢,
�xS� b m ma R A=.¢Mag¢;p .a°ST " LUCIE CO
UN
TYRion TOrr
�Sa7°re BOCC
^ a a2x6 COLLAR TIE, SISTER
RAFTERS W/ 3 12D NAILEA END»
: �a y888,
es=r1e
~
r
SECTION 3
SCALE: 1/2"= V-0"
BEAM TO POST W/ (2) 1/2" BOLT EA END OF
SPLICE. NOTCH POST AROUND BEAM. -
SPLICE OVER CENTER OF POST. 1 BEAMS: (2) 2x10 PT. LAMINATE BEAM W/ 3
ROWS10d COMMON NAIL @ 12" OC EACH
I LAYER. ENDS TO CMU W/ S. HUC210-2.
BREAK OVER CENTER OF POSTS.
POSTS: 6x6CPT, EMBED IN FILE
14"Wx14"Wx24"D ONC FOOTING COy
■
E
O
U
N
m ;
E
^l
V
CU
-mow
o
in
Ea
7
Q Q� -
+ �u0 -
�0)`-
m
V=
O -N Cm
C
G d Q M a) C
E CV Z •2)
V1
_ c) 0)
N
j }.
a r1 C J
J
U.
O co 03 LL
c>
Ix
U
U
w
r�
U
w
a
w
F
K
0
❑
a
0
0
LO
0
,'71-
(n M
w
o
w
W
J
w
w
I- LL
Z
U
L
z
U)
z
w
O
❑ J
LL
®
LL
V
U)
^
V/ >
Q
a
U
W
W
Uw
x
U �
a
w
Q ^�
W
w
=
U E
F
^^ �r
y J LlJ
o
C
G r
❑
a
V
o
194-
z
z
2
W
a
❑
5
a
N
Z
N
w
I
V!
Q
w
❑
J
Q
H-
LU
W
O
U
W
Q
breezeway
2/5/20
SHEET
A-2
OIS
P: QIZ& .9
_*-
_ AR97108 ,
ZONE
EFFECTIVE
WIND
AREA
(SF)
145
1
10.0
15.9
-24.8
1
20.0
14.5
-23.6
1
50.0
12.8
-23.0
1
100.0
12.0
-22.4
2
10.0
15.9
-43.0
Roof > 7
2
20.0
14.5
-39.9
to 27
2
50.0
12.8
-35.1
degrees
2
100.0
12.0
-31.5
3
10.0
15.9
-64.1
3
20.0
14.5
-59.9
3
50.0
12.8
-54.5
3
100.0
12.0
-50.2
4
10.0
27.5
-29.0
4
20.0
26.3
-28.4
4
50.0
24.6
-26.0
4
100.0
23.4
-24.8
4
500.0
20.5
-22.4
Wall
5
10.0
27.5
-36.3
5
20.0
26.3
-33.9
5
50.0
24.6
-30.3
5
100.0
1 23.4
-28.4
5
500.0
1 20.5
-22.4
I
i I
;
L
10, 1 10, 1'
�---------- -- ---------,
,, II
jl
II
II II -,L
--------- -- - - - I
- - - �--�
II II
I ! r---- I
-I-----------IT-------- -
II GAZEEBO
-It----- - - - ---------------f-1--,
RAFTERS PER SECTION
2x10 RIDGE BOARD I '.-------.----- I
RAFTER TO RIDGE BOARD W/ S. H2.5A IT - - - - - - - - 77 - 4
I 1 i A-3
PA-HAN
�m6�° ---------- -- -
�I 1
db
I a I - - - - - - - - - -- �-
� t
LAMINATE BEAM W/ 3 ROWS 10d
- - - COMMON NAIL @ 12" OC EACH LAYER, -
t. NAIL THRU RIDGE BOARD.
2x10
2x6
2x10
SCALE: 1:5"=1'-0"
NORTH/SOUTH ELEV
SCALE: 1/4"= V-0"
V(DECO BRACKET W/ 3" SCEW EA END
SECTION 4
SCALE: 1/2"= V-0"
RIDGE BEAM TO POST W/ S. HUC210-3-
GRADE
FRAMING PLAN
SCALE: 1 /4"= T-0"
NEW ROOF: 3/12, 5V METAL OVER 2x4 PURLIN 24"
OC, PURLIN TO EA RAFTER W/ (2) 3" SCREW
RAFTERS: 2x6 PT @ 24" OC J
BEAMS: (3)' 2x10 PT. BEAM TO POST W/ (2)
1/2" BOLT. NOTCH POSTAROUND BEAM.
SPLICE OVER CENTER OF POST. RAFTER
TO BEAM W/ S. MTS18
POSTS: 6x6 PT, EMBED 48" IN EARTH
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
E
r. O
Q i O
U)
_..OHO U)
cu
�=�LoE�
+ G 04
mO
pdQcMNm
_ m
�� Oc�°)ti d.U)
D "
cn
0 co LL
U
LL U
CS
U
o'
a
U
U
F
0
LL
w
0
0
Z
w
J
1 ^
V J
G /
❑
Lu
aC c
w
-D J
w
�- LL
Z
a
N
-D V
U
w
a
n✓
LJL �
D
z
❑
I--
G�
m
�
Z
w
0
❑
J
LL
Ir�
U
0
0
(jr)
(jr) >
Lu Q
0
C�
w
<
_-0
y
CJ �
a
C� E
N
60 w
Z O
O
w
0
V
z
z
w
O
a
z
a
m
a
Z
z
w
a
0
J
J
a
H
Z
w
2
2
O
U
w
Q
gazebo
2/5/20
:SHEET
A-3
y4�'P.
NOIS
2mP
AR97108
�.
�'s;; ...........^a���
SOIL BEARING: 2500 psf (assumed)
WIND: 145mph (ultimate), risk category 1, exposure C, wind borne debri region,
.00 open design
FROST DEPTH: 12"
ROOF LIVE LOAD 20 PSF
ROOF DEAD LOAD 7 PSF TIC (shingles, metal, modified bitumen)
3.5 psf TIC (PE pole barn)
COMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2)
ZONE
EFFECTIVE
WIND
AREA
(SF)
145
1
10.0
15.9
-24.8
1
20.0
14.5
-23.6
1
50.0
12.8
-23.0
Roof > 7
1
100.0
12.0
-22.4
2
10.0
15.9
-43.0
2
20.0
14.5
-39.9
t27
2
50.0
12.8
-35.1
rees
degrees
2
100.0
12.0
-31.5
3
10.0
15.9
-64.1
3
20.0
14.5
-59.9
3
50.0
12.8
-54.5
3
100.0
12.0
-50.2
4
10.0
27.5
-29.0
4
20.0
26.3
1 -28.4
4
50.0
24.6
-26.0
4
100.0
23.4
-24.8
4
500.0
20.5
-22.4
Wall
5
10.0
27.5
-36.3
5
20.0
26.3
-33.9
5
1 50.0
1 24.6
-30.3
5
1 100.0
1 23.4
-28.4
5
1 500.0
1 20.5
-22.4
1.21 adjustment factor
4
,
10`<0s45°
GABLE ROOFS
10°<fls45'
' r sa; s(a, aoaxmm M1Wu!w-aoM1�s,�d,
o1:!tn
flslu°
GABLE ROOFS
0 510"
0 9
=r ,
<053Q°
HIP ROOFS
W < 0 5 W
1
2
2
ST
ro
M
ZPOLEBARN)
18'-6
v
3/8"
SIDING PANEL PER DETAIL
PLAN LEGEND
NOTES:
E1 110V GFCI DUPLEX RECEPTACLE w/ water protected box
1. PE POLE BARN: SEE SHOP DRAWINGS BY ENGINEER
L1 FLUSH LED STRIP LIGHT 2. ELECTRICAL:. SEE AFFIDAVIT BY ELECTRICAL CONTRACTOR FOR UNPERMITTED ELECTRICAL WORK
S LIGHT SWITCH
X-LINE: T1-11 PLY SIDING OVER FRAMING AS PER DETAIL
HOSE BIB '
10'-51/2------___ 48;
l �I
I
1
9
Sp
I
I \
°
y 'v
1
v
sa a A
e -
, r ae
`SIDING/WALL DETAIL
BEAM: (2) 2x1OPT. BEAM TO POST W/ (2)
SCALE: 1.5"= 1'-0" 1/2" BOLT. SPLICE OVER CENTER OF POST..
5 m \
BEAM: (2) 2x8 PT. BEAM TO POST W/ (2) 1/2" RE
V E
BOLT. SPLICE OVER CENTER OF POST
(SEE SPLICE DETAIL). (,2, )AD TIONAL STS. 8 PT,EM D 48" IN�R`H`, , -I" , \ ,,
\ \\
\ CODE
DE \ \ I
T. L (
I
SPLICE
BEAM „
2 ., BOLT
a
POSTS. 4x4 PT, EMBED 48,: IN EARTH
yea w y v \ \
Pt5`POL ARN
4x4 POST
BEAM SPLICE DETAIL
a ea
SCALE: 1.5" 1' 0
.x, ,°. •^ °a ee PE`ae. 'He" "�, ° e... aael�.a ',a :...\, ,
.. toi " a�e e�?�.eee.re,s me .. aea. te_ a" 's °.aae. a. raea rir, �r9°P°"�•, "" e �, �,M�e=,a :.. \
--- -----
:
-----\-.`,..
- - 1 - - ----® -- -----
CONIC PAVER CONC SLAB W/O FOOTINGS
�- . , .. . i . , .:., . :. • . I ,Nq\tls);ee :. �° ee wla�.°ay °eSj... were i "��._`; .:: o � +, .� ,.,, ,, ,.,
_, ° •9v.� °:. �`. Q9�I,a° ee..s'e; ea.. L"e` „,a - i ,. \ \\
�q�
a I �
PE POLE BARN ROOF & P^^`' IIA""'A'^
/2" T1-11 PLY OVER FRAMING, ATTACH W/ 6D RS NAIL @ 12" FIELD/12" EDGE
x4 @ 24" OC MAX, ON FLAT, ATTACH ENDS TO 2x6 W/ (2) 12D TOE NAIL
2) 2x6 @ 48" OC MAX, ON FLAT, ATTACH SINGLE
x6 TO POSTS W/ S. H3.& (2) 3" SCREWS -
POST NEW ROOF: 2/12, 5V METAL OVER 2x4 PURLIN 24"
OC, PURLIN TO EA RAFTER W/ (2) 3" SCREW
RAFTERS: 2x6 PT @ 24" OC, ATTACHTO BEAMS W/ S. MTS18.
°"
VV:
E COPY
I
, P 8x8 P STS PE SHOP D WIN
II \ \ /
t
SECTION 5 FLOOR PLAN
;ALE: 1/4"= V-0" SCALE: 1/4„=.1,_0:,
t
�•
E
0
C1
fl.
U
m E
r 0
Vl
y c U
CL
C
+r O ,�. O •CUto
CD
U Lo E
-
7+cto
O
Q CL d
m
�0)\
_ N V
M C
Mvo
p N Q 0)
-Nz
co
0)
= Ati
L 1 _
N +, Y
(D•vI
o c N LL.
I1
U U
U
U
W
0
U
LL
w
K
0
Ww
a
O
w
w
❑
a
w
J
^ 1
V J
U) 0')
w
o
w
,;I-
� M
J
w
LL
o
W
V
U
a
L
z
s
z
A
L
7
w
O
o
LL
U) W
w
U) >
''II
o
L1J
=
C)
W
_-0
U
Q
w
y_
w
C:) E
U_) UJ
z
b
�
a
U
o
z
m
W
0
a
W
5
a
z
0
w
❑
g
a
0
F
Z
W
0
U
W
Q
0
pole barn/ storage
2/5/20
�iHEET
A-4
AR97108
GENERAL NOTES- residential
1.
CODE COMPLIANCE:
16. CONCRETE
23.
PE TRUSSES:
ABBREVIATIONS:
1.1.
This project was designed under the following codes. The construction documents cannot reference all of the codes require for the
23.1.
FIELD VERIFY WITH ARCHITECT EXACT LOCATION AND CONFIGURATION BEFORE MODIFYING EXISTING
construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby
TRUSSES. DO NOT CUT ANY FRAMING MEMBERS OR TRUSSES. WITHOUT EXPRESS WRITTEN AUTHORITY
AS
ANCHOR BOLT
agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing
16.2.
FROM THE ENGINEER AND ARCHITECT.
A/C
AIR CONDITIONER
codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following:
SLOGIK STRENGTI 1 - 1900, ASTM GOD
23.2..
FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING. :
AHU
AIR HANDLING UNIT
2017 FBC: RESIDENTIAL, 6th ad
MORTAR STRENGTH - norm'TYRE C
23.3.
CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TO ARCHITECT TO REVIEW FOR ADHERENCE WITH
AT
ACOUSTICAL TILE
2017 FBC: ENERGY CONSERVATION, 6th ad
GROUT CTRCNICTH _ norm .
DRAWINGS PRIOR TO CONSTRUCTION. ARCHITECT'S SEAL WILL NOT BE APPLIED.
2014 NATIONAL ELECTRIC CODE
16.8.
23.4.
TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS
B.M.
BENCH MARK
BEEN. DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL
BM
BEAM
2.
ALL GENERAL NOTES
FINAL LAYOUT MY MFR. EXACT TRUSS WEB, CHORD SIZES AND LAYOUT ARE TO BE DETERMINED BY THE
BC
BOTTOM CHORD
2.1.
THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF
MFR. TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY,
BLK
BLOCK
CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR
23.5.
ALLTRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING
BO
BY OWNER
WRITTEN INSTRUCTIONS BYARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION
THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS -TO-
BOTT
BOTTOM
DOCUMENTS.
TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MFR. VERIFY THAT THE CAPACITY OF THE TRUSS
BP
BOTTOM PLATE
2.2.
THE. FOLLOWING GENERAL & SPECIFIC NOTES SHALLAPPLY EQUALLY TO ALL CONTRACTORS, SUBCONTRACTORS,
ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON
AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS.
..
THE TRUSS ENGINEERING. ANY TRUSS ANCHORS CALLED OUT THATARE. OF INSUFFICIENT CAPACITY
CJ
CONTROL (CONSTRUCTION) JOINT
2.3,
GENERAL CONTRACTOR SHALL' FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL
18.6.
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION.
CL
CENTER LINE
SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE
23.6.
BRACE BOTTOM CHORD AS PER MFR SPECS, IF NOT PROVIDED, PROVIDE CONTINUOUS'RAT RUN'
CLG
CEILING
DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO
LATERAL BRACE PERPENDICULAR TO BC 2x4 @ 12' OC (2) 12d NAILS EA BC. -
CLR
CLEAR
-
SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE
i 6.6.
23.7.
PREFABRICATED WOOD TRUSSES, JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT
CMU
CONCRETE MASONRY UNIT
-
DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY.
16.7.
THEIR SELF -WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED
CO
CONNECTOR
2A.
NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL. BE MADE IN THE FIELD WITHOUT THE EXPRESSED
TO, WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER
COL
COLUMN.
WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE
EQUIPMENT, AND SHALL DESIGNED TO RESIST ALL DRAG FORCES, SHEARWALL UPLIFT AND DOWNWARD
CONIC
CONCRETE
REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE
46.8.
LOADS, AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR
CONT
CONTINUOUS
CONTRACTOR BEFORE PROCEEDING WITH ANY WORK.
ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS 26AG9 VERTIGAL REINFQRGING BARS
ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI,
CU
CONDENSING UNIT OR COPPER
GORNERC En GEL WITu1NI 16" OF GGRNER IAMBS OF GnEn INIGS En GEL I WIT-111N 16" GF IAMnSS cnR
BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE.
CW
COLD WATER
3.
ARCHITECT & CONTRACTOR RELATIONSHIP
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS
CXN
CONNECTION
3.1.
UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL
SEALED BYA REGISTERED ENGINEER. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED
RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS
AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL. THE MFR SHALL DESIGN
D
NAIL SIZE PENNY
(PENNY)
FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND
Co GEC EMBEDMENT AND END HOOK En GTHS ASPER An ono OR FSGWINK). 82 Tn ER AGE nI OWED
CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER.
DF
DRINKING. FOUNTAIN
ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS; THEY ARE
23.8..
FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE
DIA
DIAMETER
ACCEPTING LIABILITY THAT MAYARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S
AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER). SPECIALTY ENGINEER. MAY SUBMIT
DIM
DIMENSION
INCOMPETENCY TO UNDERSTAN D THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR
S PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR
DISP
DISPOSAL
OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES
BEARING. '
APPROVAL.
DN
DOWN
MENTIONED, THE CONTRACTOF AND SUBS ARE REQUIRED TO UNDERSTANDAND ADHERE THE BLDG CODES NO
n BRG S M"ET nnrnnRnN DOW c S GnN BE DCERER(Tn ER) Tun n" coca c FBUT NOT SHORTER
MIN
-
DR
DRYER
DIFFERENT THAN THE ARCHITECT.
24.
CON NECTORSIFASTENERS:
DTL
DETAIL
GONTROLSR46KING..
24.1.
CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO
DW
DRIVEWAY
-
4.
WORKMANSHIP:
WEATHERAND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION.
4.1.
ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR
24.2.
UPLIFT CONNECTORS MAY BE SUBSTITUTED WITH CONNECTORS WITH >- THE DOCUMENTED UPLIFT
'E'
EXISTING
RESPECTIVE TRADES. •
^"""'GcoI"' BBEAM"' BEAM ""ATI^"'
VALUE IS a SPECIFIED CONNECTOR: UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON
EA
.EACH
„ „
LOADBEARING WALLS THATARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO
EJ .
EXPANSION JOINT
S.
COORDINATION:
NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE
EL
BUILDING ELEVATION
5.1.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES.
17. FOUNDATIONS:
EITHER UNLESS SPECIFIED BYARCHITECT.
ELECT
ELECTRICAL
5.2.
A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT
17.1.
BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILL TO BE CLEAN
ELEV
ELEVATOR OR ELEVATION
THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FARAS IT AFFECTS THE TRADES. ALL TRADES SHALL
GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS. AT
26.
DOORSAND WINDOWS5
EW
EACH WAY
INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE -. ACCEPTABLE PROJECT,
DISCRETION OF CONTRACTOR OR BLDG INSPECTOR, ARCHITECT RECOMENDS SOIL TO BE TESTED BY
EWC
ELECTRIC WATER COOLER
UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT).
GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY & RECOMEND SITE PREP.
EWH
ELECTRIC WATER HEATER
17.2. -
DOWEL VERTICAL REINFORCING BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF
26n
I I
PT- ix BGvM" . ATTAGI1 TO ASONRYiGONIG Wh DI1ES VE o REGESSrn ornc,..n MIN TnonnN OR cn
EXP
EXPOSED
6.
ABBREVIATIONS:
THE SAME SIZE AND SPACING OF WALL ABOVE. THERE SHALL BE A DOWEL FOR EACH VERTICAL
N AILS OR T NAILS nn n,1 END. nTTn Gu TO unSnn ovrnnN G Inun nucC vE o RcncSSc
EXT
EXTERIOR
6.1.
SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS.
REINFORCING BAR. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO.
cc HARE) nn SnoTnn S@nnv^I cnD nT n..B nu n rnGU TO n"nSOn
EXTG
EXISTING
-
For #5: MINIMUM 30" LAP W/ 10" HOOK UNO. SEE WALL REINFORCEMENT NOTE 16.8 ABOVE. FOR MISSED
WM011EC VE o REGESCED 114"32 114" MIN TARGOn @ ol,r" I END.
'
7.
CONDITIONS NOT DETAILED: -
,1 "
EMBEDDED DOWEL, EPDXY EMBED W/ 1/8 OVERSIZED HOLE DIA., 6 EMBED.W/ CLEAN HOLE.:
-__.
En GE Inu lnrcnGc nn ^uOb rc. n"II OG nn n n
MII .._.._ _ _ _ . ___ .. _.._ _.___ , „E)M
F1
FOOTING #1
7.1.
CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO
17.3,
BUILDING SLABS -ON -GRADE TO BE REINFORCED WITH 6X6 1 0/1 0 WWF MIN WITH MESH UP CHAIRS OVER 6-
ENDS. I c ^ ^ n Tn BE 10* m Inu �I, ., nm WAS! eR n.,r Tnn TO n To Inu n rw" .. n Tr`
FA
FASTENER
PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A
MIL MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO.
FID
FIELD (FLOOR) DRAIN
CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT
SUGGESTION TO PROVIDE DIAGONAL 36" #4 REBAR ATALL INSIDE'REENTRANT CORNERS.
nc "
zo.T
_ R _ 1 E
^o" TIP ^.vr^R m VERIFY r F06LOWING WIT! MIFRiSUPPLIER PRIOR TO GONSTRUCTIONE
FE
FIRE EXTINGUISHER
DETAILED/SPECIFIED BYARCHITECT. IF DRAWINGS HAVEADETAILED SPECIFICATION FORACERTAIN PRODUCT,
17.4.
CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER
FF
FINISH FLOOR
CONTRACTOR MAY REQUEST A'$UBSTITUTION APPROVAL BYARCHITECT. IF DRAWINGS HAVEA GENERIC
STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO
O c EI ^ IrcR w ^RcnBEFGRE
^,
FIN
FINISH
SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL
MATCH LONGITUDINAL REBAR.
nc c
nnnoSnBETInrcEn GARAGE o RCS DCI: ^_ TO __ _n MINUTE ERE RATED OR n oro SOLIDo
FLR
.FLOOR
BYARCHITECT.
17.5.
SUGGESTION TO PROVIDE A4-INCH MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL
PER con o 302.6.1.
FP
FIRE PROTECTION
BELOW ALL INTERIOR SLABS -ON -GRADE.
264.
cC I 81 NIG nPER FBG Ronan AND REIZERENGED 440.0AMA DOGYMENT-S.
EPS
EXPANDED POLYSTYRENE
8.
VERIFY SITE INFORMATION: -
17.6. '
SOILAND SUBGRADE IS TO BE TERMITE TREATED.
_
FTG
FOOTING
8.1.
CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED
17.7.
SLAB FINISHES UNO:
Zo.o
n` ^
S TES n Rc n nMn n n nn n Gnn vcov �/ rn1 n SIZE v cGDF^^ Or c ..- .:
S==o I ".E NO II II LAND GIN ER 2 , SIZE IF EGRESS IS NOT EFF ecn ED.
FT
FOOT OR FEET
( )
CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS, SHOULD ANY CONDITIONS AFFECTING THE WORK
-MAIN BUILDING: STEEL TROWEL FINISH
BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY
-GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM
27.
ELECTRICAL & LIGHTING NOTES.
GALV
GALVANIZED
THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN.
-DRIVEWAY, DRIVEWAYAPRON, PORCHES/PATIOS: LIGHT BROOM
27.1..
PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND
GFI
GROUND FAULT INDICATOR
17.8.
GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAYFROM BLDG MIN 1/8"/FT
EQUIPMENT, SHALL BE DETERMINED BYAN ELECTRICAL CONTRACTOR AND APPROVED BY THI:
GSF
GROSS SQUARE FEET
9.
PRIOR TO ANY EXCAVATION WORK:
17.9.
CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM
ARCHITECT. IF LAYOUT/SIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY.
GWH
GAS WATER HEATER
'.
9.1.
THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE
HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT.
27.2.
ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT TYPE.
GWB
GYPSUM WALL BOARD
T GOVERNING AGENCIES AUTHORITIES
ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE O GO
17.10.
RECESS SGD & GARAGE DOOR THRESHOLDS 3/4"- VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR.
27.3.
PROVIDE AFIC AS DETERMINED BY NEC .12 21 R F
0 O BC R 3902.
UTILITIES AND OWNER. CONTACTALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING
17.11.
COLUMN/WALLAND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE.
27.4.
PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R3902.. -
HB
HOSE BIB
CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES.
17.12.
SLOPE GRADES AWAYFROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 10', 4:1 SLOPE MAX.
27.5.
ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHERTIGHT PROTECTIVE COVER.
HC
HOLLOW CORE
27.6.
SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W/ BATTERY BACKUP PER FBG R314.
HDG
HOT DIPPED GALVANIZED
10.
DIMENSIONS:
18. STRUCTURAL STEEL:
27.7.
CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315.
HORIZ
HORIZONTAL
10.1.
DIMENSIONS ON ARCHITECTURAL DRAWINGS MAYBE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS.
18.1.
ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A-36 AND THE "SPECIFICATION FOR THE
27.8.
PROVIDE POWER RECEPTACLE & LIGHT, WHEN ATTIC CONTAINS AHU OR HAS STORAGE AREA.
HW
HOT WATER
ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER
DESIGN, FABRICATIONAND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN
HWH
HOT WATER HEATER
CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED
INSTITUTE OF STEEL CONSTRUCTION. ALL STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E (Fy = 35
8.
PLUMBING:
NG:
'.
..
DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR
KSI).
..
IN
INCH
`WORK TO EXISTING BUILDINGS.
18.2.
ALL SHOP CONNECTIONS TO BE WELDED AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE
BE DETERMIN ED By n GEn SED R M"BER An D AnnROv � 6
---......___..._.__.___. PLUMBER ._.,...., ..._., .. .....,.. ,,,I�L,a,o
INT
INTERIOR
Y
SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING IN ACCORDANCE WITH AWS D1.1
PROVIDED PLUMBING GONTRAGTOR TO VERIFY.
11.
HEIGHT ELEVATIONS:
"STRUCTURAL WELDING CODE". USE E70XX ELECTRODES UNO.
28.2.
o non n ccn S SGucn"nT ^ wont nvO TrS T Cun B B n ncn cc
SE I'G & SI o II. IEE.S IS SS I=L rI I IG, EXAG S, I eS,TS,E�„L6 8E BY-,meEI,S=SSEPTiG
JT
JOINT
-
, 11.1.
BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION U-0" (BUILDING ELEVATIONS MAY
18.3.
ALL STEEL TO RECEIVE ONE SHOP COAT AND ONE FIELD TOUCHUP COAT OF APPROVED PAINT.
BE NOTED AS "BLDG EL OR "EL. " OR "AFF. _") ANY ELEVATION NOTOTHERWISE DESIGNATED AS A SITE
18.4.
ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED
..
MAX
MAXIMUM
_"
ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE
WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO
MEP
MECH/ELECT/PLUMB
-
- ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT ASA
THE "SPECIFICATION -FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" BY THE AMERICAN
29
NI
ROOF PENETRATIONS!
MFR
MANUFACTURER
' '
.`REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL OR NAVD" OR "+X.X"'. CONSULTARCHITECT
INSTITUTE OF STEEL CONSTRUCTION.
M" H""^ ^ MMo N ^ _ EGAND ER
MIN
MINIMUM
�
_"
FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING
18.5.
ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR A307 (THREADED ROD).
MO.
MASONRY OPENING
Eu='..""'"`-'
r.
-
18.6.
SUBMIT SHOP DRAWINGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT.
MW
MICROWAVE
'12.
AMBIGUITY:
18.7.
GROUT FOR COLUMN BASE PLATES SHALL BE NON -SHRINK GROUT 5000 PSI MINIMUM.
Rnnc PLAN. Gnn S T nRGu TcnT c Rnnc n n n Tc WITH ANY REQUIRED
12.1.
IN THE EVENT OF ANYAMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT
NIC
NOT IN CONTRACT
SHALL INTERPRET THE CONSTRUCTION DOCUMENTS.
19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING:
on
FIRE RATED I II FLOOR, WALL, o ROOF PENETRATIONS!
NTS
NOT TO SCALE
12.2.
IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN
..
..
NSF
NET SQUARE FEET
-
CASE OF. CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT.
PEN ETRAT N G RATED WALLS, c GGRC AND GEILINGS. ARGI.I TEGT o DOGUMENTS MAY GR MAY NOT
6F
on
nlDIG TE GERTnIn SYSTEMS GQ TRAGTOR TO C SI I NUMBERS
L-1
LINTEL#1
13.
FLORIDA PRODUCT APPROVALS I SUBMITTALS I SHOP DRAWINGS:
LF
LINEAL FOOT
13.1.
THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALSARE THE RESPONSIBILITY
20. HVAC:
31.
FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX:
OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEATTIME OF INSPECTION. EVEN
29.1..
31.1.
FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX:
OA
OVERALL
IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE
GRILLES ETG SHAI By DETERMINED By n HV G I GEN SEED Ann TRACTOR AN n APPROVED By TIIE
31.2.
FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10
OC
ON CENTER
SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A
31.3.
INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450
OAS
OR APPROVED SIMILAR
DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATIONAND ARCHITECT'S SPECS,
29.2.
31.4.
WALUCLG FLAME SPREAD: <200, WALUCLG SMOKE DEVELOPED: <450
VERIFY W/ARCHITECT.
^GO nGcENSSING UNIT. Eno MOUNTING NTING AND EEG R n G MEEHANIGA=EQUIPMENT, REFE��E
PL
PROPERTY LINE OR PLATE
13.2.
SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO
32.
CLIMATIC &GEOGRAPHIC DESIGN CRITERIA:
PLY
PLYWOOD
CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING
32.1.
WEATHERING:. NEGLIGIBLE, TERMITE AREA: VERY HEAVY
PT
PRESSURE TREATED
DIMENSIONS ATJOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES/TECHNIQUES OF
21. WOOD FRAMING
PVC
POLYVINYL CHLORIDE
CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION
21.1..
ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KID 19% (Fb FOR
33.
MISC:
'I
DOCUMENTS.
LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST
33.1.
ROOF SYSTEM & FLASHING AS PER MFR INSTRUCTIONS.
R
RADIUS
' �.
PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), AND SHALL CONFORM TO
2.
GUAIRDRRAI 9 AS PER rRG-Rgl;l
R/A
RETURN AIR
'� 14.
GENERAL STRUCTURAL
THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU AND
RCB
REINFORCED CONCRETE BEAM
14.1.
ONCE SIGNED & SEALED BYARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THATTHE CONSTRUCTION
THE SOUTHERN FOREST PRODUCTS ASSOCIATION. ALL NON -LOAD BEARING FRAMING LUMBER (INTERIOR
no "
M" `^ SYSTEMS "" R" AS PER `R^ R322.4.6.
RCC
REINFORCED CONCRETE COLUMN
DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED.
WALLS) TO BE #2 S.P.F. OR BETTER.
.
.
RD
ROOF DRAIN
-
14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION..
21.2.
ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL
REF
REFRIGERATORS
PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL
WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80
'oo' c^
GA ' BOTTOM Tav ^TToM Or 806EP6AT`-AT GARAGE ^ ^""-o� ON FRAME c^""w'E WA66
' REINF
REINFORCING
ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE
CCA.
REQ
..REQUIRED
RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE
21.3.
SPLICING FOR MULTI -PLY HEADERS/BEAMS/COLUMNS:38.8.8
RIW
RIGHT-OF-WAY
NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING
-2x4- 10d COMMON NAIL @ 6" OC EACH LAYER STAGGERED.
oo n
PROVIDE DRAFT STOPPING IN THE FORMA Oc'A PLY OR GWB TOE QQR GE116ING ASSEMBLIESeRE,,Tcr.
RTU
ROOF TOP UNIT
AND SHORING SHALL BE DESIGNED TO RESISTALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL
-2x6- 2 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER.
THAN n 008E AS PER FBG Ronn 12
SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING
-2x8- 3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER.
S.
SIMPSON (MFR)
-
AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION
-2x10-4 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER.
34.
FINISHES:
SBS
STYRENE BUTADIENE STYRENE
PHASE LOADS.
-2xl2- 5 ROWS. 10d COMMON NAIL @ 12" OC EACH LAYER.
..
SEC
SITE ELEVATION
14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATIONAND STARTOF
-LOCATE SPLICES OVER BRG SUPPORTS. GLUE BETW LAYERS. USE 16D IF 1/2" PLY SPACER USED
--- mo" TVRE `i GWB GNI GARAGE GEILING n c GN ^ T On cnrtlA o T rE rE E GARAGrm
SF
SQUARE FOOT
CONSTRUCTION:. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS.
21.4.
LAMINATED TIMBER ELEMENTS (BENTS, BEAMS, DECK, ETC., AND ANCILLARY ACCESSORIES, FASTENERS,
SIM
SIMILAR
14.4.
SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE
ETC.:
PER FBG Ronn c SEE DOOR GEN N GTE nc c
SK
SINK
ROOFS OR STONE ON RAISED FLOORS.
-FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND
..
SOG
SLAB ON GRADE
SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER)
SS
STAINLESS STEEL
15.
CAST -IN -PLACE CONCRETE
-SPECIALTY ENGINEER MAY SUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING MODE
STAG
STAGGERED
15.1.
ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE
AND INTERVALS FOR DECK. (CONNECTIONS FOR BEAM -ENDS TO RESIST ROTATION:)
OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS
21.5.
GLUE -LAMINATED BEAMS (GLULAM) SHALL BE DOUGLAS FIR COMBINATION 24F-V4 ATSIMPLE SPANS AND
34.3.EXTERIOR
TOG WOOD GEN G nTrnGu n.," no n.,r ROnRn W! 2"16GA c n Su NAIL c .,.. -
TBD
TO BE DETERMINED
15.2.
CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA
24F-V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 190 PSI,
TC
TOP CHORD
MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN
Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI, FABRICATION AND HANDLING SHALL CONFORM TO THE
THE
TO MATCH EXISTING
STRENGTH: '..
LATESTAMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC) AND ASTM STANDARDS. BEAMS SHALL
TOB
TOP OF BEAM
:..
-OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN UNO
BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS CAMBER. AND
TOB
TOP OF COLUMN.
-COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN UNO
TOLERANCE IS SPECIFICALLY NOTED ON THE DRAWINGS, BEAMS SHALL BE MANUFACTURED WITH
TOS
TOP OF SLAB
-FOOTINGS AND SLAB -ON -GRADE TO BE 3000 PSI CONCRETE MIN UNO
INDUSTRY STANDARD MINIMUM CAMBER OR UPWARD TO SPAW200. ERECT WITH CROWN OR CAMBER UP.
TP
TOP PLATE -
-AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN UNO
IN HEADER CONDITIONS (BEAM BUILT INTO WALL). CRIPPLE FRAMING ABOVE HEADER SHALL MAINTAINTPO
FOR
THERMO PLASTIC OLEFIN
15.3.
CONCRETE, WHEN PLACED, SHALL HAVE SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS
CAMBER. HEADER BEAMS MAY HAVE ZERO CAMBER, PROVIDED CRIPPLE FRAMING ABOVE HEADER IS BUILT
11:V1F yY ED
TYP
TYPICAL
ON -GRADE WHICH SHALL HAVEA MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH.
WITH MINIMUM CAMBER STATEDABOVE.
g
_
15.4,
COMPLY WITH ALL REQUIREMENTS OF ACI 117-10, ACI 318-14, ACI-315
21.6.
LAMINATED LUMBERAND "I" JOISTS AND RAFTERS SHALL BE INSTALLEDAS PER MANUFACTURERS
�^, COMPLIANCE .
6'/
UG -
UNDER GROUND
15.5.
ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM A-185.
INSTRUCTIONS.
UNO
UNLESS NOTED OTHERWISE
ARRANGEMENTAND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
21.7.
END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TOATTACHTO CONC
`. a ��n.�E. COUNTY
@ L V V
THE ACI DETAILING MANUAL AND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF
WALL W/ .25" x 3.25" TAPCON @ 16" OC/8" ENDS. FOR INTERIOR BRG WALLS USE 1/4" x 2.75" TAPCON @ 32"
`�� p //++//++
VB
VAPOR BARRIER
-
BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF.
OC/8" ENDS.
EO�/v
VERT
-VERTICAL
NOT NOTED VERIFY W/ ARCHITECT
21.8.
ALL WOOD NAILING AS PER FBC R 602.3 UNO.
VTR
VENT THRU ROOF
15.6.
CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED..
ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE.
22. PLYWOOD SHEATHING:
WI
WITH
15.7.
PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.
22.1.
ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR
WA
WASHER MACHINE
START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER
TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS.
WP.
WATER PROOF
-
PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301
22.2..
UPPER PANELS TO BE ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM
WD
WOOD -
PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY
JOIST AT BOTTOM OF WALL, PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD
F -
WELDED WIRE FABRIC/MESH
MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF.
22.3.
FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 1/2" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE.
�'` `/�_
15.8.
SEETHE DRAWINGS FOR CONCRETE COVER FOR REINFORCING STEEL BUT IN NO CASE SHALL THE COVER BE LESS
NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF CORNERS.
`'�� �+�
POUND OR NUMBER
".
THAN THAT REQUIRED BY ACI318:
22A. FOR ROOF USE 5/8" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE
-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3"
WITHIN 4' OF EAVES/RIDGES/GABLES.
-CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2"
22.5. FOR SUBFLOOR USE 3/4" PLYWOOD AND 2.5" #8 SCREWS & GLUE OR 8d RINGSHANK GALV NAILS & GLUE.
` 15.9.
CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL
SPACE FASTENERS 6" FIELD, 6" EDGE.
. - -
DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND
22.6. FOR ATTIC FLOOR USE 5/8" PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12" FIELD, 12" EDGE.
BY KEYED, DOWELED OR SAW -CUT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 260
ONLY ALLOWED WHERE TRUSS ENGINEERING SPECIFIES.
SQUARE FEET. POST -TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS
SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON -EXTRUDED PREMOLDED MATERIAL
OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751)
15.10.
CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS, ETC.)
NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT,
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL. -
"
15.11,
ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLYASH CONTENT.
15.12.
VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINt;s. PLACE VERTICAL
-
REINFORCING BARS AT CORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALL§AS INDICATED ON
-
THE DRAWINGS. VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP
'
BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO
TIES/STIRRUPS TO STARTATA DISTANCE FROM SUPPORT OF 1/2 TIE SPACING
' 15.13.
NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS
SHALL BE MADE IN CONCRETE
MEMBERS WITHOUT ARCHITECT'S APPROVAL.
.m
(.0
0
E
O
U
V
CL
d
w
U a
W
C0010=
N C,- , CL
._I (A.
=
t 'C. T-. O
4)
C
-0
=+
Q
C(gr-
�O.p
=
r-
V
C
CM
o
t )41 _QN�
"y
"(,N
0)2�a
N+T 40.
0
J
C co
O Cl)om....
U
C J
(LO LL
LL
U 1
Q!
U
U
O
a
U
LL
W
a
x
ff
0
0
W
O
W
>
0
a
J
LO
lqt
�
/�//��
VJ C
d
w
NW
I L cy.)
U
J
W
L::)
r LL"
❑z
U/��
W
Z) U
U
W
W
'^r'
I L L
z
.22
o
NJ t1-
Cl)^
W
m
z
U'
w
�+ /
0L O
LL•
o
11
o
�
`O`^
vJ 6
s
a
`^
V!
Q
o
w
w
U
U c5
W
I-
^)
VJ
W
x
U E
"
U)_ L11
0
G =
a
LO
-
Nt
z
z
2
a
a
W
5
a
z
0
W
0
0
J
a
OO
F-
z
W
2
O
U
W
Q
general notes
2/5/20
SHEET
A-5