HomeMy WebLinkAbout39410 Kennedy Averl
a
r
SHINGLE ROOF
CEMENTIOUS FINISH
REAR ELEVATION
12
Q 5
LEFT SIDE ELEVATION
TOP OF WALL EL. 9'-4"
TOP OF WINDOW EL. 7'-4"
CULTURED STONE
FIN. FLOOR EL. 0'-0"
FIN. GRADE EL. T.B.D. SHOWN CAD 36" A.F.G.
■
Bonn
12
SHINGLE ROOF
CEMENTITIOUS FINISH
.���rI�1�111�(�In/I�In>tl�lllmlll�I�ill�l�lr"'-
.III/I�III�I�IIImt11m111m111>il�lll/I/Ir"
,�i11�1�111�1�111�1■IIImt11�I�111�I�I11�1/�'`
.�.n�mnl�mn�mn�m�mm�imnm��
•ilmi�mnm�lmlimrt�lll�mlll�rl�lllm/� Vim"
Ilmtlll)/111m111m111�1�111r"'-
■.g
■ou
CEMENTIOUS FINISH
FRONT ELEVATION
NOTE:
CEMENTIOUS BANDS
LATHE ATTACHMENT SHALL BE IN ACCORDANCE WITH R703.7.1.
CEMENTIOUS FINISH
FRONT ELEVATION
NOTE:
CEMENTIOUS BANDS
LATHE ATTACHMENT SHALL BE IN ACCORDANCE WITH R703.7.1.
OF THE 6TH ADDITION FLORIDA BUILDING CODE.
PLASTERING SHALL BE IN ACCORDANCE WITH R703.7.2.
OF THE 6TH ADDITION FLORIDA BUILDING CODE.
UNDERLAYMENT SHALL BE IN ACCORDANCE WITH R905.1.1.2
OF THE 6TH ADDITION FLORIDA BUILDING CODE.
CEMENTITIOUS FINISH COMPLIES WITH R703.7 OR STUCCO
SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063.
LATHE AND LATHE ATTACHMENTS SHALL +BE OF CORROSION
RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE
LATH SHALL BE ATTACHED WITH 1 1 /2" LONG, 11 GAGE NAILS
HAVING A 7/16" HEAD. OR 7/8" LONG, 16 GAGE STAPLES,
SPACED AT NO MORE THAN 6 INCHES, OR AS OTHERWISE
APPROVED.
WEEP SCREED TO COMPLY WITH R703.7.2.1.3.
WATER RESISTANT BARRIER COMPLIES WITH R703.7.3.6.
Ilk
..
RIGHT SIDE ELEVATION
'i/'V,`
CITY of pmYR ' 019
.t
-I
ALL WORK SMALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
IDG`6`S
EGI—ENGINEERING GREAT IDEAS, INC
1003 SOUTH ALEXANDER STREET, SUITE #5
PLANT CITY, FLORIDA 33563
PHONE: (813) 752-7078
CELL: (813) 334-0271
HOMEOWNER/CONTRACTOR NOTES:
1. ALL PLUMBING AND AIR CONDITIONING LINES SHALL
BE DESIGNED BY SUBCONTRACTORS BEFORE COMMENCE-
MENT OF CONSTRUCTON. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE DESIGNERS (YOUMANS DRAFTING)
ATTENTION FOR ADJUSTMENTS TO FLOOR PLAN.
2. TRUSS ENGINEERING SHALL BE PROVIDED TO THE
DESIGN ENGINEER FOR REVIEW AND IS REQUIRED
PRIOR TO ANY COMMENCEMENT OF CONSTRUCTION.
TRUSS MANUFACTURER MAY REQUIRE ADDITIONAL
FOOTINGS NOT SHOWN. SEE TRUSS DRAWINGS FOR
EXACT LOCATIONS OF FOOTINGS.
3. IT IS THE RESPONSIBILITY OF THE OWNER/CON-
TRACTOR TO VERIFY THE CONSTRUCTION PLANS
FOR DESIGN, SITE CONDITIONS, ETC. PRIOR TO
COMMENCING CONSTRUCTION.
I HEREBY CERTIFY:
THAT THE 0 STRU
CHAPTER 16, SEC
140 M.P H. ULTTMA
THEE RE 2017
WILLIAM, H. R
DATE:
ON P S S R E IN COMPLIANCE WITH
160 OF A BUILDING CODE FOR
)E N DI CATEGORY II) ALONG WITH
ZI B IN C (6TH EDITION) RESIDENTIAL.
C
TS, P. E`-CA 098
M
CD
O)
n Lo
Lo
M
Lo
O
r�
M
J
L-
X
LL.�
U
J
a
0
O
w
NPZ
Q
M
I
N
LoF-
In
Q
O
M p
00
%�F_
op
W
Z
00
CD
Z
Q
J
I
Z
O
U
D
V!
Z
O
U
Q
0
O
Q
LL_
U
V)
Q
=
U)
Z
O Q
~ �Lij
Q Q
N
>
w
W
�
z
W
W
O
�
Q
<
0
G
L
w
z
z
w
y
DRAWN:
C.T.D
SCALE:
1/4" = 1'-0"
CHECKED & APPROVED
19-125
SHEET 1
2'-4"
i
i
I
N
ELECTRICAL NOTES:
1) ALL ELECTRICAL CONSTRUCTION AND/OR MODIFICATIONS SHALL CONFORM WITH
THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE [N.E.C.].
2) MINIMUM WIRE SIZE SHALL BE NO. 14 THW CU.
3) ALL OUTLETS TO BE AFI UNLESS OTHERWISE NOTED.
4) REQUIRED SERVICE SHALL BE DETERMINED BY THE LOCAL SUPPLYING ELECTRIC
COMPANY AND/OR AGENCY.
5) VERIFY EXACT LOCATIONS OF OUTLETS, SWITCHES, ETC., WITH OWNER AND/OR
GENERAL CONTRACTOR.
NOTE:
1. SMOKE DETECTOR - SMOKE
BRK, MODEL #SC9120B
UL #217 & #2034
2. CARBON MONOXIDE DETECTOR - SMOKE
BRK, MODEL #9120B
U L #217
GROUND RODS
zx
LOCATE IN ATTIC
UNDERGROUND METER
HUB SUPPLIED BY
POWER COMPANY
MAIN
BREAKER
BOX
-UNDERGROUND CONDUIT
SUPPLIED BY PROPERTY
OWNER TO ELECTRIC
COMPANY FEEDER LINE.
ELECTRIC RISER
NOT TO SCALE
ELECTRICAL LEGEND:
S - WALL SWITCH
S3 - (3)WAY SWITCH
- WEATHER PROOF
N
WP
co
- GROUND FAULT
Gn
0 - ARC FAULT
AR
0 - 110 OUTLET
0 - 220 OUTLET
® - CARBON MONOXIDE DETECTOR
Q - SMOKE DETECTOR
® - EXHAUST FAN
- BREAKER PANEL
DROP LIGHTS
/VN- FLOOD LIGHTS
�0\ - CEILING LIGHT
-0- - RECESSED LIGHT
ono
— 0 — - FAN/LIGHT
ago
- 48" (2-BULB)
- 24" (2-BULB)
4'-4" 3'-4" 2'-8" 6'-0" 71-4" 7°-4°° LIVING AREA — 29155
10'-8" 8'-8" 14'-8"
34'-0" COVERED LANAI — 53
FRONT PORCH — 64
FLOOR PLAN
TOTAL UNDER ROOF — 2,272
ELECTRICAL
METER
OUT TO
FLOODS
a
GFI WP
/ \ 8
r
I 0
O-
A
V
I
/ \
I
---- 0\0
r
GFI
3
M °
1
;FI
I GFI
FI ' AG
1, I
�f
GFI WP ,/ I
EGI-ENGINEERING GREAT IDEAS, INC
1003 SOUTH ALEXANDER STREET, SUITE #5
PLANT CITY, FLORIDA 33563
PHONE: (813) 752-7078
CELL: (813) 334-0271
I I t::�00
----------� -0- / \ €
3 r
0
ILL 0 ,
1 �
' I r
0
L------
200 AMP
m 0 ELECTRICAL \
rPANEL `
m04
\
N�
C:�0C::::3
I
I
I
I �p
N
I
0
ELECTRICAL PLAN
GFI WP
0
I HEREBY C 11FY:
THAT E CONSTR CTION NS WN EO RE IN COMPLIANCE WITH
CHAP ER 16, SE ON 1 0 E 2 ELO A BUILDING CODE FOR
140 P.H. ULTI ATE D I WI F SK CATEGORY II) ALONG WITH
THE NTIRE 201 FL ID BUIL I CIDD -- (6TH EDITION) RESIDENTIAL.
WILLIAM . OBERTS, P.E. CA #29098
DATE: IV" 6
M
�
Lo
M
M
la
�o
r�
M
J
u—
v
X
Q
U
�
Q
O
N
Q
M
I
N
�
Q
O
F--
n Ole
M p
0
00
Ltl
Z
0
a
0
Z
Q
CL
z
0
U
rI-
V
z
0
U
Q
0
z
ol:f
Q
0
I..L
U
V)
-j
cr
_j
�
Q
Q
U
0
Qf
U
D:f
w
LJ
Q
N
W
w
C�3
z
Ld
ry
0
Q
0
0
Q
0
L
W
LL.
L
z
z
w
DRAWN:
C.T.D
SCALE:
1 /4" = 1 '-O"
CHECKED do APPROVED
19-125
SHEET 2
34'-0"
5'-4" 28'-8"
4'-0" 2'-0" 4'-0" 6'-8" 4'-0" 6'-0" 6'-0"
FORMED & POURED STE
4" HOSE BIBS
--------------------------------------------1
I
— — — — — — —
1 /4" / 1'-0" I i i V," i
�— SLOPE
SLOPE DOWN " " /( ) # II W �� I II
¢ I 8 X16 FOOTING W 2- 5
o I I REBAR CONTINUOUS i i a i TOILET I I o
o I I
II Ic_f� �_ -- J
I I � I
FL -----
-i
oI . I L --- F ---I
`It I a
SINK i �II 1 0
I I i I
I_
_ — — #5 REBAR IN POURED CELLS
F AT CORNERS & AS SHOWN
IN BETWEEN. (8' MAXIMUM). I 1
o i I SINK
I I �=L=== I
I
o
CD
I I I I
I
I I I I
4" CONCRETE SLAB REINFORCED WITH
6 X 6 X 10/10 W.W.F. OR FIBERMESH ( o
(CENTERED IN SLAB) OVER CLEAN I I
WELL COMPACTED FILL (TYP.).
_ I I 3,000 P.S.I. CONCRETE MINIMUM.
co
I I I i
I I I I
I I
I I I I o
I I I
I I I
REFRIGERATOR -
� I I I L___J I �-` ^� I HOSE BIBB
' -0I I i i i Li SINK SINK o
TOILET i i TUB I i�
�I 1
u------Ij 1
I
I
HOSE BIBBI
I
i
I
SINK
4
DISHWASHER
I
° ---- /,'I 1
I
I
�_`y i
8"X16" FOOTING
W/(2)-#5
1
REBAR CONTINUOUS
co
--------------
I
I
1
II
-- #5
REBAR IN
POURED CELLS
-------------
AT
CORNERS
&
AS SHOWN
i - --
IN
BETWEEN.
(8'
MAXIMUM).
l
I
I
I
TOILET
i TUBLo f
---� ��
` i _ SINK
I
II I
II I
�— �—
---JI
I
I
1 1 5T--11
i i SINK
I ------ J—
-------------------------
L===�--
00
I
I
°u_--I
L—
— — —
— — —
—
---'�
FF__
I
o
WASHER
I
o
I
I
_!
\
W
0
rw
I
to
I
I
o
DRYER
�
IA
\i WATER HEATER
L
T
— — — — — — — — —
L----------------J
o—
II
f
in
L--------------------�
28"X28"X12" DEEP HOSE BIBB
FOOTING WITH #5 4„
REBAR AT 8" O.C.
EACH WAY. 2'-0" 4'-4" 4'-0" 2'-4' 4'-0" k 2'-4" 4'-8" 5'-4" 4'-8"
10'-8" 8'-8" 14'-8"
34'-0"
FORMED & POURED
FOUNDATION PLAN
I
c
_I
PRE-ENGINEERED TRU
AT 24" O.C. TYPICAL
7 1 /2"-
MAXIMUM
11"
MINIMUM
I
FORMED & POURED
STAIR SECTION
SCALE: 3/4" = V-0"
PER SECTION 1609
BASIC WIND SPEED
140 MPH PASCO CO.
WIND IMPORTANCE FACTOR
1.0
WIND EXPOSURE CAT.
B
INTERNAL PRESSURE COEF.
0.18
WIND PRESSURES WINDOWS DOORS
SEE TABLE
DESIGN BASED ON ENCLOSED
FLOOR LIVE LOAD & DEAD LOAD
50 PSF
ROOF W.LOAD & DEAD LOAD
30 PSF
RESIDENTIAL HOME
CK
100
IN
DRAWING NOTES:
■ - THIS SYMBOL REPRESENTS A #5 REBAR CONTINUOUS FROM FOOTING TO BC
BEAM IN A CONCRETE GROUTTED MASONRY BLOCK CELL.
(LOCATE AS SHOWN ON THE FOUNDATION PLAN.)
8 X 8 X 16 NOMINAL CONCRETE BLOCKS
NOMINAL 2X4" WOOD STUD WALLS
NOTE: DIMENSIONS ARE SHOWN TO NOMINAL ROUGH WOOD FRAME
AND NOMINAL MASONRY UNITS. INTERIOR WALLS ARE SHOWN AT
4" AND MASONRY WALLS ARE SHOWN AT 8" UNLESS NOTED
INTERIOR CLEAR DIMENSIONS VARY DUE TO CHANGES IN
FINISH MATERIALS.
GIRDER LOCATIONS
LINTEL LOAD CHART (16" DEEP SECTION)
CLEAR SPAN
CONCRETE U-LINTEL
1'-6.
4987 PLF (UNFILLED)
B
2'-2"
3435 PLF (UNFILLED)
C
2'-8"
2777 PLF (UNFlLLED)
D
3'-2"
2332 PLF (UNFILLED)
E
4'-0"
1835 PLF (UNFILLED)
F
4'-6"
1624 PLF (UNFILLED)
G
W-2"
2739 PLF **
H
6'-2"
2271 PLF **
1
7'-0"
1987 PLF **
J
8'—W
1723 PLF ss
9'-2"
1489 PLF **
Ll
10'-0"
1354 PLF **
M
10'-8"
1277 PLF **
N
11'-2"
1200 PLF **
0
12'-0"
1109 PLF **
P
12'-8"
1044 PLF **
1S-4"
1398 PLF ** P
R
14'-0"
1327 PLF ** P
IQ
16,-0"
1152 PLF ** P
T
18,-0"
1016 PLF ** P
U
18'-8"
977 PLF ** P
V
20'—W
876 PLF ** P
yy
1 22'-8"
789 PLF ** P
** - DENOTES #5 REBAR X CONT. PLACED IN BOTTOM COURSE AND
16" DEEP BEAM POURED SOUD WITH 2,500 PSI CONCRETE.
** P - DENOTES PRE -STRESSED U-LINTEL WITH #5 REBAR X CONT.
PLACED IN BOTTOM COURSE & 16" DEEP BEAM POURED SOLID
WITH 2,500 PSI CONCRETE.
O—DENOTES LINTEL SIZE
DENOTES PRE -CAST LINTEL OR STEEL BEAM
L
ATTACH CORNER POST TO BEAMS
WITH A SIMPSON (1) LSTA21" FLAT
STRAP ON EACH OUTSIDE EDGE.
EGI-ENGINEERING GREAT IDEAS, INC
1003 SOUTH ALEXANDER STREET, SUITE #5
PLANT CITY, FLORIDA 33563
PHONE: (813) 752-7078
CELL: (813) 334-0271
"MBHA3.56/11.25" MASONRY
HANGER AT EACH END
m
m
ROOF LAYOUT
I HEREBY CERTIFY:
THAT THE C STRUCTION ANS OWN R AR N COMPLIANCE WITH
CHAPTER 16 SECTION 1 9 OF E F ID UILDING CODE FOR 140 M.P.H. LTIMATE D IGN D ED ISK ATEGORY II) ALONG NTH
THE ENTIRE 017 FLORI A 1 0 - TH EDITION) RESIDENTIAL.
WILLIAM H. ROBERTS, P.E. CA 29098
��?a7 /�
DATE:
M
O)
n
M
M
LA
I
Q
O
r�
M
T_
oo
J
I.L.
X
Q
U
F-
0-
F_
w
N
n
Q
M
I
N
In
En
N
O
eN
M p
OVD
W
Z
00
0)
a
Z
Q
I..L.
Z
0
I—
U
V I
Z
0
U
Q
0
0
Q
LL
�
U
V)
I
of
I� Q
_J
=
0 CD
cy_
0
�--
�/ <
n_
ry
ad Q
LLJ
N
Z
L LJ
O
DZ
�--�
L1
O
Q
N
z
0
Q
L
o
LiJz
L�
z
Ld
y
rDRAWN-:_
.T.D
SCALE:
1 /4" = 1'-0"
CHECKED & APPROVED
19-125
SHEET 3
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE (6TH EDITION)
AND THE 2017 FLORIDA BUILDING CODE (6TH EDITION) - RESIDENTIAL
EGI ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY, HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS.
FLOORS: GARAGE SLAB:
LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 7 P.S.F.
NAND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2017 FLORIDA BUILDING CODE (6TH EDITION)
SECTION 1609.1.1.
VNNU UtblUN AIJUW IIUNJ
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - it
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS MALL BE
TYPE V CONSTRUCTION PER FBC 602.5
COMPONENT & CLADDING NAND LOADS (140)
BUILDING
ZONE
ROOF OVERHANG
LOADS
ALL OTHER
CO
LOADS
LOADS
S
1
N/A
+32.3/-35.3
2
-65.7
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-3&2
5
N/A
+35.3/-47.2
SOIL BEARING & COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF ZOOO P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
EGI ENGINEERING, INC.; A REGISTERED, LICENSED. FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
EGI ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS & SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REWIRED, SHALL BE A MINIMUM OF 25"
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE COND111ONS PRIOR TO POURING THE FOUNDATION
AND CONTACT EGI ENGINEERING, INC WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE A MINIMUM FM OF 1,500 P.S.I.
MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR #5 REBAR, 30" FOR #6 REBAR & 35' FOR #7 REBAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8% PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
PROVIDE CLEAN -OUT OPENINGS (12 SO. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
TIMBER MATERIALS:
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
LVL BEAMS SHALL BE (1.9E) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUSJOIST
MACMILLAN (OR EQUAL).
LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS
SHALL BE #2 YELLOW PINE (OR BETTER).
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER).
ALL OTHER STUDS SHALL BE "STUD GRADE' SPRUCE
PSI. POSTS SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST
MACMILLAN (OR EQUAL). SEE "POST SUPPORT TABLE' ON THIS SHEET FOR LOAD VALUES.
EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2' PLYWOOD OR 7/16 O.S.B. 1�-M-W RATING) NAILED
WITH 8D NAILS SPACED AT 3" O.C. ALONG ALL HORIZONTAL JOINTS & EDGES, 6 O.C. ALONG ALL
VERTICAL JOINTS & EDGES AND 12" O.C. ALONG ALL INTERMEDIATE STUDS.
AT OPENINGS 5'-0" WADE OR LARGER, STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON
'LSTA24" STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
WITH A USP OR SIMPSON 'HTT16" TENSION TIE.
ANCHOR WOOD SHEARWALL SEGMENTS TO FOUNDATION WITH A USP OR SIMPSON "HTT76" TENSION TIE AT EACH
END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTIONS (BUILDING CORNERS).
ANCHOR TRUSSES AS FOLLOWS:
ROOF UPLIFTS OF 455# AND LESS USE (1) USP "RT3" OR SIMPSON "H3" HURRICANE TIE
FOR UPLIFTS FROM 456# UP TO 910# USE (2) USP 'RT3' OR SIMPSON "H3" HURRICANE TIES.
UPLIFTS FROM 911# UP TO 1,450# USE A USP 'HTW20" OR SIMPSON 'HTS20" TWIST STRAP.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION.
IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
"USP' OR *SIMPSON* CONNECTORS SHOWN.
STANDARD HIP & RIDGE CUT
FROM METRIC
THREE TAB SHINGLES
PREVAILING 5"
WIND DIRECTION °
-,,c< 5 5/8" FASTENING
STANDARD
NORMAL WIND AREAS
"
5" EXPOSURE
MANSARD OR
HIGH WIND AREAS
oll 1
SOIL TERMITE TREATMENT: PER FBC 2304.11 & FBC-RESIDENTIAL R318
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING
SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A
PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT,
A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LISCENCED PEST CONTROL COMPANY THAT
CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT IS ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES.'
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE INTIAL CHEMICAL SOIL TREATMENT INSIDE THE
FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EVACUATION, BACKFIWNG AND COMPACTING IS COMPLETE (PER FBC 1816.1.1)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SOIL AREA DISTRIBUTED AFTER INITIAL CHEMICAL SOIL
TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPANS BOXED AND FORMED (PER FBC 1816.1.2)
IF DOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR
THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS. DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTICS OR
METAL PERMANTENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNSED SOIL DISTURBANCE AFTER INITIAL CHEMICAL
SOIL TREATMENT (PER FBC 1816.1.3.)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A
MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK. INCLUDING PLACEMENT OF REINFORCED STEEL, DONT AFTER CHEMICAL TREATMENT
UNTIL THE CONCRETE FLOOR IS TREATED IS POURED, SHALL BE DONE IN SUCH A MANNER AS TO AVOID PENETRATING OR DISTURBING
TREATED SOLD (PER FBC 1816.1.4.)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CONCRETE OVERPOUR OR MORTOR ACCUMULATED ALONG THE
EXTERIOR FOUNDATION SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT TO ENHANCE VERTICAL PENETRATION OF
THE CHEMICALS (PER FBC 1816.1.5.)
IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL
EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305MM) OF THE PRIMARY STRUTURE SIDEWALLS. ALSO VERTICAL CHEMICAL BARRIER SHALL
BE APPLIED PROMPTLY AFTER CONSTRUCTION IN COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION.
ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPLTY RETREATED (PER FBC 1816.1.6)
IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM IS USED FOR SUBTERRANEAN TERMITE PROTECTION,
FBC 1816.1.1. THROUGH 1816.1.6. DO NOT APPLY, HOWEVER, A SIGNED CONTRACT ASSURING THE INSTALLATION, MAINTENANCE AND MONITORING
OF THE BAITING SYSTEM FOR A MINIMUM OF 5 YEARS FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED TO THE
BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO THE FINAL BUILDING APPROVAL
IF THE BAITING SYSTEM DIRECTIONS FORUSE REQUIRE A MONOTORING PHASE PRIOR TO INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT,
THE INSTALLATION OF THE MONOTORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM (PER FBC 1816.1.7)
IF A REGISTERED TERM171CIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
SECTION 1816.1.1 THROUGH 1816.1.6. DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY LABEL DIRECTIONS
FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL CHANGES IN FRAMING OR ADDITIONS TO FRAMING IN AREAS OF THE
STRUCTURE REQUIRING TREATMENT THAT OCCUR AFTER THE INITIAL WOOD TREATMENT MUST BE TREATED PRIOR TO FINAL BUILDING APPROVAL
(PER FBC 1816.1.&)
PROTECTIVE SLEEVES AROUNDING PIPING PENETRATING CONCETE SLAB -ON -GRADE FLOORS SHALL NOT BE CELLULOSE -CONTAINING MATERIALS. IF
SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.10
INCH (0.254 MM), AND BE SEALED WITH THE SLAB USING A NON CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE
AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE (PER FBC 1816.2)
TRUSSES:
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS EGI ENGINEERING, LLC. IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
EXTERIOR WINDOWS & DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES MALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE:.
INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
ELECTRICAL, PLUMBING & MECHANICAL: -
IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE; ELECTRICAL,
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE HARED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
"An* CIRCUIT.
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE (6TH EDITION), RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4)GLAZING DESCRBEDNAN INDIVIDUAL IN ITEMS (2) AND (3) ABOVE. ABOVEOR . ABLE PANEL, OTHER THAN THOSE LOCATIONS
THAT MEETS ALL OF THE FOLLOWING
CONDITIONS -
Al
EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SO. FT.
B BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE (6TH EDITION), RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
DRAFTSTOPPING:
IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT.
AT11C ACCESS:
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT. AND HAVING MINIMUM
30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES.
WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE (6TH EDITION), RESIDENTIAL - SECTION M1305.1.3
ROOF SHINGLE & FLASHING INSTALLATION SPECS
NOT TO SCALE
SHINGLE NAILING NOTES:
ALL NAILS MUST PENETRATE AT LEAST 3/4' INTO
THE WOOD ROOF DECK.
NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS
WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN
IN "HIGH WIND AREAS")
ROOF -TO -WALL FLASHING NOTES:
4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL,
RUBBER VALLEY FLASHING OR 12' WIDE - 26 GAUGE
GALVANIZED METAL WITH SHINGLES OVER THE TOP.
MATERIAL SPECIFICATIONS:
UNDERLAYMENT SHALL COMPLY WITH FBC R905.2.7(2)
ASTM 226 TYPE II, ASTM D 4869 TYPE IV,
ASTM D 6757 (30# FELT)
FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH
FBC R905.2.8
ASPHALT SHINGLES SHALL COMPLY TO ASTM 0225 OR
ASTM D3462.
W
0
O
ROOF EDGE
3 - I�
\ I
\\OIr ---------------jjj(------
\ RIDGE IO
01 0> 2 ,3
i(D' O Q I
2 � o
-01 � -�-o
5�- "
GABLE END
PARTIAL ROOF PLAN ii
ZONE (D8d
RING SHANK NAILS AT 6" O.C. AT EDGES
8d RING SHANK NAILS AT 12" O.C. INTERMEDIATE
ZONES U2 O
8d RING SHANK NAILS AT 6" O.C., 4" O.C. AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWAH
NOTE: END
JOINTS FOR SHEATHING SHALL BE STAGGERED
AND
OCCUR OVER A FRAMING MEMBER.
ROOF SHEATHING NAILING
SCALE: 1 /4" = 1'-O"
PRODUCT
CODE
DESCRIPTION
FASTENERS
DESIGN
LOADS LBS
HEADER I JOIST
UPUFTJ
F1 I F2
SIMPSON "H10
HURRICANE CUP -WIDE
8-8d 8-8d
905
585 525
1 PRODUCT # 10456.61
TRUSS TO BEAM DETAIL
PRODUCT
CODE
DESCRIPTION
FASTENERS
DESIGN LOADS
LBS.
BEARING
UPLIFT
SIMPSON "PC44"
POST CAP 4X4
20-16d
N/A
1470
I PRODUCT # 108M16 1
PRODUCT
CODE
DESCRIPTION
FASTENERS
DESIGN LOADS
LBS.
BEARING
I UPLIFT
SIMPSON 'PC66'
POST CAP 6X6
20-16d
N/A
1470
I PRODUCT # INK17 I
BEAM TO POST DETAIL
NOT TO SCALE
PRODUCT
CODE
DESCRIPTION
FASTENERS
DESIGN LOADS
LBS.
BEARING
I UPLIFT
PRODUCT
SIMPSON "ABU44"
POST ANCHOR 04
12-16d
6665
2200
10860.4
PRODUCT
CODE
DESCRIPTION
FASTENERS
DESIGN LOADS
LBS.
BEARING
I UPLIFT
PRODUCT
SIMPSON "ABU66'
POST ANCHOR 6X6
12-16d
12000
23M
10860.4
WOOD POST TO SLAB DETAIL
NOT TO SCALE
5'-0"
I
Ln
z
W
LU
m
2" X 8" RIDGE BOARD
CONT. 2"X4"
USP "RT3" OR
SIMPSON "H3"
HURR. STRAP 0
48" O.C. TYP.
2" X 8" RIDGE BOARD
VERT. SCAB
BEVEL CUT -
TYP.
CON T. 2"X4" -N
NAILER TYP.
2-16D NAILS
ER TRUSS)
SIMPSON "H3"
HURR. STRAP
48" O.C. TYP.
PRODUCT # 10456.13
2"X4//" HAILERS
(TYP-)
2"X4" VERTICAL SCAB 0 48" O.C.
(MAX.) CONN. Wj 4-16D NAILS
TOP & USP "RT3 OR SIMPSON "H3"
HURRICANE CUP AT BOTTOM.
2" X 6" (#2 YELLOW PINE)
RAFTERS 0 24" O.C.
SIMPSON "H3"
HURR. STRAP 0
EACH END
PRODUCT 10456.13
ROOF VALLEY DETAIL -
NOT -TO -SCALE
SIMPSON H3 FRAMING
ANCHOR TYP.
r-ROOF SHEATHING
SECTION " A"-" A"
_4-16D TOE NAILS 0
RIDGE BOARD END
BELOW SHEATHED
VALLEY FRAMING
ION.
2 YELLOW PINE
FRAMING (TYP.
TRUSS
POST SUPPORT TABLE
POST SIZE
POST
3 1 /2" X 3 1:$,
1 /2" X 5 1 /4"
3 1 /2"
5 1 /4" X 5 1 /4"
5 1 /4" X 7"
7" X 7"
LENGTHFLOOR
ONLY
ROOLOOR
ROOF &
FLOOR
]ROOF &
FLOOR
y
ROOF &
Fl COMM
FLOOR
ROOF &
FLOOR
FLOOR
ONLY
ROOF &
8'-0"
7,270#
7,716#
0,905#
11,574#
14,539#
15,432
26,655
29,565
35,540
39,420
_LW2"
9'-0"
6,115#
6,441#
9,173#
9,662#
12,231#
12,883
23,484A
25,631 #
31,312#
34,175#
10'-0"
5,203#
5,449#
7,805#
8,173#
10,407#
10,897
20,667A
22,300h
27,556h
29,733
12'-0"
3,885#
4,033#
5,827#
6,050#
7,770#
8,067#
16,199#
16,166#
17,180#
21,555#
22,907
14'-0"
3,003#
3,099#
4,504#
4,649#
6,005#
12,893#
13,566#
17,190#
18,088#
34,168#
36,736
16'-0"
10,483#
10,952#
13,977#
14,603#
28,498A
30,312
18'-0"
8,673#
9,013#
11,565#
12,018#
24,027
25,356
20'-0"
7,286#
7,540#
9,715#
10,053#
20,481 #
21,484
22'-0"
17,638#
18,413#
15,333#
15,944
POSTS SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST MACMILLAN (OR EQUAL).
I HEREBY CE FY: '
THAT E CONS(ATE
TTON IA4 REON ARE IN COMPLIANCE WITH
CHAP R 16, SN 12 7 FLORIDA BUILDING CODE (6TH EDITION) FOR
140 P.H. ULTI D G ED (RISK CATEGORY II) ALONG WITH
THE NTIRE 201 CODE (6TH EDITION), RESIDENTIAL.
WILLIAM--ROBERTS, P. . CA #29098
DATE:
z-1r1'1
U
z
a
W
�
0
UJ
F-
U
Q
N
LIJ
f-
W
I j
co
C�
�Mco
Li
to
r-
O
_
n
1
0
LLJ
Q
X
N
I
Lv
W0r,
to
Z
Q
LL_
'_'
M
00
M
W
O
L)
00
v
V
W
p
Q
O
J
LLJ
O
-1
a
2
a
W
U
Q
U
Q
w
0
�
z
Q
w
ry
a
Q
>-
�
o
w
08
z
w
O
Y
Q
N
O
�Q
N
DATE: 03-15-12
SCALE: AS NOTED
JOB # FBC2014-140-II
SHEET
GN
PERMIT SET
ATTACH WIND❑W & DOOR FRAMES TO BLOCK WALL
WITH TAPC❑N SCREWS SPACED AT WINDOW/D❑❑R
MANUFACTURER'S SPEC'S (TAPC❑NS MUST PENETRATE
THROUGH BUCKSTRIPS & INT❑ BLOCK 1 1/4' MINIMUM)
3/4' P,T. BUCKSTRIP
ATTACHED TO BLOCK
WITH 0,097' X 1 3/8'
T-NAILS SPACED AT
10' ❑,C. MAXIMUM
aS❑NRY BLOCK
MASONRY BLOCK
WINDOW BUCKSTRIP DETAIL DOOR BUCKSTRIP DETAIL
NOT TO SCALE NOT TO SCALE
NOTE, WIND❑WS & DOORS MUST BE INSTALLED SUCH
THAT THE MAXIMUM GAP INBETWEEN THE FRAME
AND BUCKSTRIP IS 1/4'; IF THICKER BUCKSTRIP
MATERIAL IS NEEDED RIP IT FROM 1 1/2' MATERIAL
& ATTACH TO BLOCK WITH 3/16' TAPC❑NS AT 8' ❑.C,
(TAPC❑N MUST PENETRATE BLOCK 1 1/4' MINIMUM)
PRODUCT
CODE
DESCRIPTION
MATERIAL
GAUGE
DIMENSION
LENGTH
FASTENERS
1Od X 1 1
DESIGN LOADS
LBS.
ZIJPUFT F1
F2
SIMPSON 'HETA20'
TRUSS
ANCHOR
16
20"
10
1805 335
730
PRODUCT # 11473.3
STRAPS FOR THE
IG UPLIFTS:
TRUSS - 2035#
( TRUSS - 2500#
TRUSS TO BLOCK DETAIL
NOT TO SCALE
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
L-BRACWG
L 1 2"X4'
L�CING Xe
L -BRACN
16"
O'-0" TO 4'-5"
4'-5" TO 8'-0"
8'-0" TO 12'-0"
12'-W TO 16'-0"
24"
0'-0" TO 4'-0"
4'-0" TO 7'-0"
7'-0" TO 10'-0"
10'-O" TO 14'-0"
140 MPH (3 SEC. GU
WINDOWS (ENCLOSED BUILDING
WINDOW
CALL -OUT
SQUARE
FOOT
WIND PRESSURE
END ZONE
POSITIVE NEGATIVE
2024
4
+35.3
-47.2
2030
6
+35.3
-47.2
2038
7
+35.3
-47.2
2044
8
+35.3
-47.2
2050
10
+35.3
-47.2
2060
12
+35.0
-46.6
2424
5
+35.3
-47.2
2430
7
+35.3
-47.2
2438
8
+35.3
-47.2
2444
10
+35.3
-47.2
2450
11
+35.1
-46.9
2460
14
+34.7
-45.9
2824
6
+35.3
-47.2
2830
8
+35.3
-47.2
2838
9
+35.3
-47.2
28"
11
+35.1
-46.9
2850
13
+34.8
-46.2
2860
16
+34.3
-45.3
3024
7
+35.3
-47.2
3030
9
+35.3
-47.2
3038
11
+35.1
-46.9
3044
13
+34.8
-46.2
3050
15
+34.5
-45.6
3060
18
+34.0
-44.6
3424
7
+35.3
-47.2
3430
10
+35.3
-47.2
34M
12
+35.0
-46.6
3444
14
+34.7
-45.9
34W
16
+34.3
-45.3
3460
20
+33.7
-44.0
3824
8
+35.3
-47.2
3830
11
+35.1
-46.9
3838
13
+34.8
-46.2
38"
15
+34.5
-45.6
38W
18
+34.0
-44.6
3860
22
+33.6
-43.7
4024
9
+35.3
-47.2
4030
12
+35.0
-46.6
4038
14
+34.7
-45.9
4044
17
+34.2
-45.0
4050
20
+33.7
-44.0
4060
24
+33.4
-43.4
*IMPORTANT NOTE: IF NOT OTHERWISE NOTED,
ALL WINDOWS FOR THE 140 MPH WIND SPEED
MUST BE RATED FOR +35.3/-47.2 P.S.F.
PRESSURES.
140 MPH 3 SEC. GUST)
WINDOWS ENCLOSED BUILDING)
WINDOW
CALL -OUT
SQUARE
FOOT
WIND PRESSURE
END ZONE
POSITIVE NEGATIVE
12
3
+35.3
-47.2
13
5
+35.3
-47.2
14
7
+35.3
-47.2
15
8
+35.3
-47.2
16
10
+35.3
-47.2
1/2 32
5
+35.3
-47.2
1/2 33
7
+35.3
-47.2
1 /2 34
9
+35.3
-47.2
1/2 35
12
+35.0
-46.6
1/2 36
14
+34.7
-45.9
3OX26
5
+35.3
-47.2
3OX38
8
+35.3
-47.2
3OX50
10
+35.3
-47.2
3OX63
13
+34.8
-46.2
3OX72
15
+34.5
-45.6
22
6
+35.3
-47.2
23
10
+35.3
-47.2
24
13
+34.8
-46.2
25
16
+34.3
-45.3
26
19
+33.9
-44.3
48X26
8
+35.3
-47.2
4BX38
12
+35.0
-46.6
4SX50
16
+34.3
-45.3
4SX63
21
+33.6
-43.9
48X72
24
+33.4
-43.4
32
9
+35.3
-47.2
33
14
+34.7
-45.9
34
is
+34.0
-44.6
35
23
+33.5
-43.6
36
28
+33.1
-47-9
140 MPH (3
OPENINGS (ENCLOSED
SEC. GUST)
BUILDING)
WINDOW OR DOOR
OPENING SQ. FT.
WIND PRESSURE
END ZONE
POSITIVE NEGATIVE
10
+35.3
-47.2
20
+33.7
-44.0
30
+33.0
-42.6
40
+32.3
-41.2
50
+31.6
-39.8
60
+31.3
-39.2
70
+31.0
-38.6
s0
+30.6
-37.9
90
+30.3
-37.3
100+
+30
-36.7
USE SIMPSON "MGT" HEAVY GIRDER PRODUCT 11470.7
TIEDOWN FOR UPLIFTS UP TO 3,965#
USE SIMPSON "HGT-3" HEAVY GIRDER PRODUCT # 11456.19
TIEDOWN FOR UPLIFTS UP TO 10,530#
USE SIMPSON "HGT-4" HEAVY GIRDER PRODUCT 10866.10
TIEDOWN FOR UPLIFTS UP TO 9,250#
USE (1) SIMPSON "FGTR" FACE MOUNT I PRODUCT # 11473.2
GIRDER 11EDOWN FOR UPLIFTS UP TO
5,000 LBS. WITH (2) 1/2" X 5" TITEN HD
FASTENERS OR EQUIV.
USE (2) SIMPSON "FGTR" FACE MOUNT
GIRDER TIEDOWNS FOR UPLIFTS UP TO
9,400 LBS. WITH (4) 1/2" X 5" TITEN HD
FASTENERS OR EQUIV. PRODUCT # 11473.2
USE "SIMPSON HGT-2" GIRDER TIE
CONNECTOR FOR WIUPLIFTS UP TO PRODUCT 10866.10
6,170 LBS. TH (2) 3/4"X 5"
EXPANSION BOLTS.
USE "SIMPSON HGT-2" GIRDER TIE
CONNECTOR FOR UPLIFTS FROM
6,171 TO 11,150 LBS. WITH (4) PRODUCT # 10866.10
3/4" X 5" EXPANSION BOLTS.
USP "SIMPSON HGT-2" GIRDER TIE
PRODUCT # 10866.10
GIRDER TRUSS TO BLOCK DETAIL
NOT TO SCALE
2"X4' WEB BLOCKS NAILED INBETWEEN
WEBS WITH (2)-16d NAILS AT EACH END
2"X4" OUTRIGGERS AT 24" O.C.
BACKNAIL w/ (2 -16d NAILS CONNECT OUTRIGGER TO GABLE
(TYPICAL TRUSS WITH A SIMPSON
"H3" HURRICANE CLIP 1PRODUCT # 10456.13
2"" ANGLED BRACING AT 2'-0"
X4
48" O.C. ALONG GABLE END MAX.
NAIL ENDS TO 2"X4" BLOCKING 1/2" PLYWOOD OR 7/16" O.S.B. (2-M-W) RATING
w/ (6)-16d NAILS AT EACH END NAILED WITH 8d NAILS SPACED AT 6" O.C.
NAIL TO 2"X4" WEB BLOCKING 45 DEGREES ALONG EDGES AND 12" O.C. IN THE FIELD
WITH (2)-16d TOE NAILS MAXIMUM -t
I I "L" BRACE TO EXTEND AT LEAST 90%
GABLE END SECTION
FLAT CEILING
SCALE: 3/4" = 1'-O" 2"X6" PT. PLATE WITH
1/2" X 8" LONG J-BOLTS
AT EVERY 24" O.C.
OF WEB LENGTH (SEE TABLE)
LI
"STEPPED DOWN"
GABLE END TRUSS
ATTACH BOTTOM CHORD OF TRUSS TO
2"X6" PLATE WITH 16d NAILS 0 6" O.C.
2"X4" NAILER ATTACH TO TRUSS BOTTOM
CHORD & P.T. PLATE WITH 3-16d NAILS
AT EACH END
PRODUCT
CODE
DIMENSIONS
DESIGN LOADS
LBS.
H
W
NORMAL MAX.
I UPLIFT
PRODUCT
SIMPSON "MBHA3.56/11.25"
1 1/
5/8
5330 5330
1 3145
IFL10866.12
PRODUCT # 10866.12
3/4" X 9" J-BOLT OR
3/4" X 9" RAWL "POWER" STUD
X 9" RAWL "POWER" STUD
CONNECTOR (NOT SHOWN)
BEAM HANGER DETAIL
NOT TO SCALE
NOTES:
1) ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING, PLUMBING CODES
LATEST EDITIONS, AND THE NATIONAL ELECTRIC CODE (NEC).
2) ALL CONSTRUCTION SHALL CONFORM TO FLORIDA BUILDING CODES.
3) ANY CHANGES TO THESE PLANS MUST BE APPROVED BY THE DESIGN ENGINEER
AND THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.
4) THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND BUILDING SETBACK, AND REPORT
ANY DISCREPANCIES TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION.
5) A FLORIDA ENERGY CODE CALCULATION MUST ACCOMPANY THIS PLAN, AND IS PROVIDED
BY OTHERS.
6) PRE-ENGINEERED TRUSS DESIGN AND CALCULATIONS MUST ACCOMPANY THIS PLAN, AND
IS PROVIDED BY OTHERS.
7) THE CONTRACTOR IS RESPONSIBLE FOR THE SEWER AND WATER CONNECTIONS.
8) ALL FINISHES, COLORS, TEXTURES, AND SPECIAL APPURTENANCES MUST BE SPECIFIED
BY THE OWNER OR CONTRACTOR.
9) INTERIOR LOAD BEARING FOOTINGS MAY BE REQUIRED AS SPECIFIED IN THE TRUSS ENGINEERING,
AND SHALL BE CONSTRUCTED PER DETAIL.
10) THE PLUMBER MAY REQUIRE SOME INTERIOR WALLS TO BE 6" THAT ARE NOT SHOWN HERE.
11) THE CONTRACTOR IS TO VERIFY THE SLOPE OF THE LOT PRIOR TO CONSTRUCTION. IT MAY BE
NECCESSARY TO DESIGN SPECIAL FOOTINGS WHICH ARE NOT SHOWN HERE. PLEASE NOTE THE
LIMITATIONS OF THE FOOTINGS SHOWN IN THE DETAILS.
* USE 8" BOND BEAM
* CONTRACTOR TO PROVIDE RATED WINDOWS & DOORS
PRODUCT APPROVAL LIST
MANUFACTURER
TYPE
PRODUCT CODE
THERMA TRU
EXTERIOR SWINGING DOORS
FL 5891.1
PGT
FRENCH DOORS
FL 253.2
GAF
SHINGLED ROOF
FL 10124.1
GAF
#30 FELT UNDERLAYMENT
FL 10626.1
PGT
SINGLE HUNG WINDOWS
FL 239.6
PLY GEM
VINYL SOFFIT
FL 24161.1
LOMANCO
RIDGE VENT
FL 6267.1
CAST CRETE
PRE -CAST LINTEL
FL 158.1
PRE -CAST LINTEL & KNOCK-
OUT BLOCK POURED SOLID-
(#5 X CONTINUOUS IN EACH
COURSE).
MIN. 16" DEEP LINTEL
NOTE:
REINFORCE COLUMN WITH -
#5 X CONT. REBAR AS
SHOWN ON FOUNDATION PLAN
BLOCK COLUMN
FINISHED FLOOR
SIMPSON "HETA20" TRUSS ANCHOR
PRODUCT # 11473.3
LINTEL BEAM NOTE:
WHERE SHOWN ON THE PLANS, THE LINTEL
CAN BE CONSTRUCTED AS A DOUBLE 2" X 12"
(12 YELLOW PINE) WOOD BEAM ANCHORED TO
TOP OF COLUMNS WITH (2) USP "ETA20" OR
SIMPSON "HETA20" STRAPS
GRADE
16" WIDE X 8" DEEP
FOOTING WITH (2)-#5 Z
REBAR INBETWEEN
COLUMN PADS
I- - - 04
04 0
L_..----
COLUMN PAD FOOTING
PER FOUNDATION PLAN
BLOCK COLUMN DETAIL NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM
SCALE: 1 /2" = 1'-0" OF 12" BELOW "UNDISTURBED" GRADE OR SOIL
COMPACTION TESTING WILL BE REQUIRED.
SIMP "HETA20" TRUSS.. STRAP
PRODUCT # 11473.A
SINGLE COURSE OF KNOCK -OUT BLOCK
POURED SOLID & REINFORCED WITH
L-BAR w/ 24" L GSNAT(ALLCCORNERS,'
NOTE.
INTERIOR WALL FINISH SHALL BE 1/2- DRYWALL
OVER INSULATION BOARD & 1"X2" P.T. FURRING
STRIPS AT 16" O.C.. CEILING SHALL BE 5/8"
DRYWALL OR 1/2" CEILING GRADE DRYWALL
WITH R-30 INSULATION.
8" MASONRY WALL WITH #5 ?
REBAR IN FILLED CELLS
NOTE:
IF DOWN CELLS ARE SPACED GREATER
THAN 8'-0" O.C. (TYP.) DOUBLE
COURSE KNOCK -OUT BEAM IS REQUIRED.
4" CONCRETE SLAB REINFORCED w/ 6X6-10/10 W.W.F.
OR FIBERMESH OVER A 6 MIL. VAPOR BARRIER
ON TERMITE POISONED & COMPACTED SOIL.
STEMWALL NOTE: STEMWALL HEIGHT TO BE DETERMINED
PER THE OWNER & CONTRACTOR TO FIT THE SITE
(MAXIMUM 4 EXPOSED COURSES IN HEIGHT - IF MORE
THAN 4 COURSES ARE NEEDED - CONTACT ENGINEER
PRIOR TO FOUNDATION POUR).
8" DEEP X 16" WIDE FOOTING
WITH (2)-#5 REBAR X CONT.
(PLACE (24!' LEGS2AT�ALL CORNERSTM
NOTE: BOTTOM OF FOOTING SHALL BE A MINIMUM OR
OF 12" BELOW "UNDISTURBED" GRADE OR SOIL
COMPACTION TESTING WILL BE REQUIRED.
TYPICAL WALL SECTION
SCALE: 1/2" = 1'-O"
I HEREBY C TIFF:
205# SHINGLES OVER
30# ROOFING FELT
1/2- C.D.X. PLYWOOD OR 7/16" OSB
(2-M-W RATING) w/ H-CLIPS OVER
PRE-ENGINEERED WOOD TRUSSES
0 24" O.C.
q:►�
2'-0" \
MAXIMUM
MIN. 2"x4" FASCIA
& SOFFIT
PAINTED PARGE COAT
#5 REBAR IN FILLED
CELLS (LAP 25" MIN.)
GRADE
z
N
r
- - - - - APPROX. GRADE
L6" • 12" (MIN)
1
12"
USE A 18" DEEP X 12" WIDE THICKENED
SLAB EDGE POURED MONOLITHIC WITH
FLOOR SLAB & REINFORCED w/ (2)-#5
REBAR X CONTINUOUS.
THAT E CONSTRUC ON PLA S i HE N A IN COMPLIANCE WITH
CHA R 16, SECTI N 1609 TH 17 ORI BUILDING CODE (6TH EDITION) FOR
140 M.P.H. ULTIMA DES W 14 E (RI CATEGORY II) ALONG WITH
TH ENTIRE 2017 L0 A UI IN E TH EDITION), RESIDENTIAL.
WILLI OBERTS, P.E. CA #29098
DATE: <Alollw
0
z
Ii
W
qk
c
V)
Q
N
Lu
W
C�
m
M
in
ul
Z
LJ
M
O
r
o
i
o
Ld
x
F
N
I
W
w
0
�
Z_
a
i
�.
M
�
M
00
W
0
U
00,
I
In
W.
p<0�
LLj
�aav
Q
U
ry
z
aw
ryQ
a
�o
w
�z
z
w
Ory
Y
Q
DATE: 03-15-12
SCALE: AS NOTED
JOB # FBC2014-140-II
SHEET
CBI
HVAC CONTRACTOR NOTE: THIS DESIGN WAS CREATED FOR HEAT LOAD AND ENERGY CODE CALCULATION PURPOSES ONLY. INSTALLING HVAC CONTRACTOR MAY USE OR MODIFY THiS DESIGN AS NEEDED TO SATISFY THE PERMIT JURISDICTION -
OF THE BUILDING CODES WILL VARY BY JURISDICTION AND PLANS EXAMINER DESPITE THE BUILDING CODES BEING "UNIFIED". ALL PERMIT COMMENTS MUST BE ADDRESSED BY THE INSTALLING HVAC CONTRACTOR. INSTALLING
REQUIRED TO SON THE
CALCULATIONS FOR PERMITTING. INSTALLING HVAC CONTRACTOR HAS THE OPTION OF PROVIDING ALTERNATE HVAC DRAWINGS AND CALCULATIONS.
HVAC NOTES - FLORIDA BUILDING CODE 6TH EDITION - EFFECTIVE 12/31/2017
THIS DESIGN COMPLIES WITH 6TH EDITION FLORIDA BUILDING, RESIDENTIAL, EXISTING RESIDENTIAL, MECHANICAL, AND ENERGY CODES.
RESIDENTIAL BASIS OF DESIGN / CONTRACTOR NOTES:
These HVAC drawings, h eat load calculations and energy calculations
ns are based on the architectural drawings provided for permit application. This HVAC design and specifications are In accordance
J manual
with 8 -o t u 8th edition room by room heat load calculation proc
edure. This design incorporates
DOE "Right Size HVAC Design Guide'view
online hops://www.nrel.gov/docslfyl2osti/53352.pdf.
For duct design: h s: /(ener ov/ i gn ttp gy g s tes/prod/files{2013/12ff5/cq5_duct_splitter_box_beach.pdf. Right size hvac systems are designed to operate continuously during. climatic design conditions -
outdoor climatic design conditions are listed in manual J table I (cooling season outdoor temperature examples: Tampa=91, Sarasota=92, St. Petersburg=93) and the indoor temperatures are fixed
by the energy code section FEC302 at 72 degrees for winter / 75 degrees for summer. Single stage cooling equipment will have no reserve equipment capacity included for record breaking outdoor
temperatures, unusually low indoor temperatures, entertaining large amount of occupants, or any other item not listed on the "Total Building Summary Loads" page - shown on these hvac drawings.
Forequipment seleC ! ton designed to neutralize outdoor ea c t weather auditions that can include h
g , t t the highest site recorded outdoor temperature, a lower than 75 degree indoor temperature, and
occupancy quantities larger than code allowances, see section FEC403.7.1.3 for selection of staged cooling equipment. The lowest operating capacity of staged cooling equipment can be no greater
than 15% of the heat load calculations performed at the climatic design conditions (or the closest equipment capacity match available that neutralizes both the sensible and latent heat toads). The
highest capacity of staged cooling equipment has no sizing limitations. HVAC installing contractor must use Manual D duct design procedure for designing the larger duct system associated with the
staged capacity oversized equipment - or contact the original designer for an updated HVAC system design.
Using the architectural construction drawings, ACCA HVAC design procedures were performed: (1) room by room heat load calculations are performed to determine the buildings thermal zones and
room b room demands in accordance with m y th antral J 8th edition heat load calculation procedure (2) the heat load calculations were used to select the HVAC equipment capacities in compliance with
manual S equipment selection procedure (3) the room by room demand calculations were used to design the duct system in accordance with manual D duct design (4) room air device type, size, and
location were based on the rooms required cfm demand, the duct type, and room geometry, in accordance with manual T room air distribution selection procedure (5) Florida energy calculations were
performed based On the ACCA hvac design procedures shown above. Note: if a duct zoning control system is shown with multiple thermostats that are served from a single hvac system, Manual ZR
was used for the thermal zone grouping and bypass duct design. All calculations performed are data linked to the 3D CAD energy modeling software program that is specific only to this building.
For detailed building envelope information (component layers, insulation R values, NFRC glass values, component types and colors, quantity, etc.) see "Total Building Summary Loads" page shown
on these hvac drawings. HVAC installer g must field inspect the building envelope component types and sizes prior to any HVAC installation - be sure the building constructed matches the "Tote!
Building Summary Loads" page, the room by room floor plan layout, and the energy code forms. Building envelope construction practice "semi tight" was used in the building infiltration calculations,
field verify the building envelope (air barrier in contact with the thermal barrier) fully encapsulates the conditioned space. HVAC Installer must field verify sealed draft stops exist that are isolating the
wall cavities from the exterior and/or hot vented attic spaces. Buildings with hot vented attic spaces require the air and thermal barriers to be located at the ceiling plane. Buildings with unvented
attics / or single assembly roofs (solid flat, law slope, sealed pitched, open web flat truss) require the air and thermal layer be located at the roof plane. Note: acoustical the ceilings are not air
barriers, paper faced insulation is not an air barrier - thermal layers in contact with a grid ceiling are ignored in the heat load and energy code calculations.
The room air devices, air cfm values, and branch duct sizes shown per room are based on the peak cooling season design conditions with hvac equipment capacities based on manual S equipment
selection procedure for he buildings
O O
p t !d ngs specific site location. This peak demand makes up approximately 15% of the cooling season, the remaining 85 la of the cooling season (part load conditions)
requires dedicated dehumidification equipment if year round control of indoor moisture content is expected. Year round moisture control is not part of this construction drawing and requires the
latent heat load calculations are performed at part load design conditions, resulting in latent demands at least 20% higher when compared to the peak design conditions. Dedicated dehumidification
equipment is required to control moisture content year round in Florida. Dehumidification equipment (Honeywell DH-90 or Ultra -Air XT150H) will monitor and control moisture content year round
using a humidistat or dew point se
nsor. Provide ducted dedicated dehumidifier(s) for buildings that contain an unvented "sealed attic" space (example: spray foam insulation at roof deck underside
or roof is insulated above the roof deck). Mount the dehumidifiers) in the sealed attic near the roof peak. For buildings with a hot vented attic space, the dehumidification equipment is ducted to the
conditioned space and controls the moisture content inside the conditioned space using a humidistat or dew point sensor. For healthier and cleaner indoor air, install a Plasma Air Model 600 ionizer
(contact Cyril John 813 888 9000 / Tom Barrow Co.) + a large capacity HEPA filter as shown on the HVAC equipment schedule.
These HVAC drawings, heat load calculations, and energy code forms were based on the architectural drawings provided for permit application. Any modifications to the building room layout,
occupancy amount, building use or classification, building compass orientation, or building envelope component material type and / or size must be communicated to the original HVAC designer.
HVAC Installer should red line sketch on these HVAC drawings any field changes to be made during construction and submit the "as built"red line sketch to the original HVAC designer for review and
redesign - prior to any further HVAC installation. Alternate air ducts sizes and air device sizes must be equal to the listed size shown, don't exceed a 3/1 aspect ratio on alternate duct sizes. Don't
install a cooling system into a building thatis missing o fu
ll building envelope. Installing
ng HVAC contractor must provide a copy of the "permit set" HVAC drawings, HVAC calculations (Manua!'s
J S D T ZR}, and energy code form
s to the building owner for approval. Installing HVAC contractor must perform the "owner survey" as shaven in manual J 8th edition, Appendix 1, to discuss desired
indoor temperatures, filtration, indoor air quality, year round moisture control, health issues that require special indoor conditions, interior mounted heat producing equipment (both latent and
sensible heat outputs), occupancy amounts above manual J maximums, and any information not shown on the "Total Building Summary Loads" page shown on these HVAG drawings.
CODE OFFICIAL + HVAC CONTRACTOR NOTES:
Florida Residential Code section abbreviations: FBC = Building, FMC = Mechanical, FEC = Energy
These HVAC drawings are not intended to show exact detail of every item required to meet the code requirements, see the isometric details for code section compliance references. The proposed
duct routing is general in nature, field co
nditions and building structure may dictate the exact mounting configuration of the HVAC system(s). Florida building code sections are listed for each HVAC
drawing symbol to be used by the installing HVAC contractor and code official(s). Installer should reference the code sections prior to fabrication or installation of any HVAC system component.
These HVAC drawings comply with the Florida Building Codes 6th Edition (2017-2020) sections FBC101.4.2, FBC101.4.6, FBC105.3.1.2, FBC107.3.5 "Mechanical" Plan review criteria.
1) HVAC installation must comply with the 6th edition Florida building codes, energy conservation codes, and mechanical codes effective 12/31/2017. Obtain all required permits and inspections per
code sections FBC105, FBC107, and FBC110.
2) Ventilation air provided per FBC1203 + FMC401.2 + FEC403.6. This design includes mechanically induced controlled ventilation for buildings that contain a forced air duct system, pressurizing the
building interior during air handler operation, provided by a ventilation air duct and motorized damper as shown. In cases when the ventilation rate is satisfied by the building infiltration rate, no
ventilation air duct will be shown. The ventilation rate may also be satisfied by use of properly sized windows to the outdoors per FBC1203.5, manually operated by the occupant. For large buildings
with few occupants, the building envelope infiltration rate may satisfy the minimum ventilation rate required, see "Total Building Summary Loads" page for infiltration rate. Small buildings with many
occupants will usually require a ventilation air duct, motorized damper, and ventilation air duct routed to an approved exterior location, see "Total Building Summary Loads" page for ventilation air
cfm amount. A mandatory blower door test, FEC402.4.1.2, must be performed to quantify the building's natural infiltration air cfm rate and determine the design ventilation air cfm amount will
successfully pressurize the building's interior. The motorized ventilation air damper is dual controlled by both "run-time" and "manually on" control cycles. Installer may also add an air handler fan
cycler to provide automatic air exchange during part load conditions. Interlock the ventilation air damper motor with the air handler fan motor for "run time" cycling. The occupants may also select
"fan -on" cycle for continuous ventilation when the outdoor conditions are favorable (low heat and low moisture content).
3) Coordinate location of all equipment, fans, air devices, and building penetrations with the general contractor. Coordinate air device locations with the electrical contractor (smoke detectors), G.C. ,
and building owner - the proposed hvac air device locations are shown in the ideal location per Manual T room air device selection procedure, design alternate air device locations per Manual T.
HVAC installer must field verify clearances and accessibility prior to fabrication or installation of the HVAC components. Protect the building structure per FMC302. Provide accessibility for elevated
equipment per FMC306.5. Fabricate and install HVAC system components per FMC304 + FBC1307, and product manufacturers envelope penetration detail, FBC107.3.5 wind data for wall and roof
penetrations, HVAC product installation instructions, HVAC equipment manufacturers installation instructions, and AHRI energy + equipment manufacturers expanded capacity ratings must be
available on the construction site at time of code official inspections per FBC110.
4) All exterior building penetrations and exterior mounted HVAC equipment, wall vent caps, roof vent caps, intake air vents, and relief air caps, etc. must comply with FBC1609 wind loads. HVAC
installing contractor must supply engineered product or equipment ANSI/AMCA 540 test information for attachment to the building envelope component per section FBC1609.1.2. A structural
engineer's sealed drawing detail may be required for exterior equipment mounted above ground level per FBC1510.10. This hvac design does not provide structural, equipment, or hood tie down
details. See structural engineer's drawings and details for equipment support and tie down info when equipment manufacturers engineered data is not available.
5) All duct sizes shown are clear interior "free area" duct dimensions based on FMC603.2 manual D duct design. Add 3" to listed sizes for R-6 exterior duct dimensions - add 4" to listed sizes for R-8
exterior duct dimensions. Fiberglass duct board shown is equal to Knauf 1.5", R-6, fabricate and install per SMACNA standards. Flexible ducts shown are equal to Atco 36 series R-6 class one air
duct, not limited in length perFMC603.6.1.1. For prescriptive energy compliance method using form FEC402-2017, use R-8 supply ducts as required by energy code section R403.3.1. Construct all
ducts per manufacturer's installation instructions and SMACNA standards for a maximum 1" w.g. Suspend and support the ducts from the building structure per FMC603. Use 26 gauge sheet metal or
rigid foil face fiberglass duct board for rigid duct penetrations of private garages per FMC603.7 and protect ducts per FMC607. Mastic seal all ducts installed outside the building's thermal envelope
per UL-181 and FMC603.9. Provide accessible volume control dampers in branch ducts per FMC603.18. General exhaust ducts used for exhaust fan duct, clothes dryer duct, make up air duct, and
residential cooking appliance duct up to 14" in diameter (or equal free area in rectangular) are constructed from 28 gauge sheet metal "snap lock pipe", ", use SMACNA standards for required gauge
of larger metal ducts, mastic seal ducts per table FMC603.9. Use flexible air ducts or 28 gauge sheet metal "snap lock pipe" for ventilation air ducts. Test ducts > 40 linear feet when using energy code
compliance method 402 as required by FEC403.3.3.
6) Provide a condensate drain piping system per FMC307, and a refrigerant piping system per FMCI107. Extend condensate drain discharge 12" minimum from the building exterior wall, discharge to
grass or other approved location, a condensate drywell may be required. Provide piping and supports for both condensate and refrigerant piping per FMC305.
7) Provide a balanced return air system per FMC601.6. All enclosable rooms require a 1" undercut on the interior door, allowing about 30 cfm of air relief per 30" wide door. Habitable spaces require
door undercut plus a means for air transfer or a ducted return air. Pressure differentials across the restricted room can't exceed .01 inch w.g. Enclosable rooms located on the building exterior
envelope should be balanced slightly positive. Size ducted transfer air ducts free area 1.5 times larger than the supply air delivered to the enclosed room(s). Size direct through wall Or door grilles at
50 square inches of grille free area to 100 cfm.
8) Attic mounted equipment must contain a shut off device to alert the home owner if the primary condensate drain line is not working properly. Using 16 point bold text, Post a "home owner notice"
on the electrical service panel alerting the home owner that the HVAC air handler is located in the attic space, see FEC403.3.6 for full compliance description and "notice to home owner" language
required. Provide a sealed attic access panel for hot vented attics, a safe workers access deck, an attic light fixture with switch, and an electrical plug outlet.
9) This design complies with climate zone 2A of the Florida energy conservation code design conditions FEC302, 72 degree heating set point and 75 degree cooling set point. Compliance
demonstration is provided by energy conservation code form R402 prescriptive or R405 performance depending on construction type. The building envelope details are shown on the HVAC drawings
basis of design (see "Total Building Summary Loads") as required by FEC303.1. HVAC heat load calculations and HVAC equipment capacity selection per section FEC403.7.1.1 and FEC403.7.1.2. Air
distribution thermal insulation layer as required by FEC403.3.1 and FEC405.5.2. Duct sealing as required by FEC403.3.2. Refrigerant piping insulation per FEC403.4. And HVAC equipment controls per
FEC403.1.
10) Upon completion of the HVAC system installation, per manual D chapter 16, test equipment operating capacities for both cooling and heating to verify the equipment is functioning to the listed
capacity. Verify the air handler total air flow cfm matches the HVAC equipment schedule or heat load calculation minimum system airflow rate. No duct system is self -balancing, adjust each room's
branch duct volume damper to achieve the listed air flow values shown or to meet the building owner's needs. Use the air device volume damper for the last 10% of air balance to avoid noise at the air
device face. Room air flow balance for buildings with concealed ducts can be accomplished during the "rough in" stage of construction, prior to concealment of ducts. With the building air barrier
fully intact, install and operate the air handler until proper air flow is adjusted per room, a balanced return air path must also be present. Use a self -compensating air flow hood for airflow
measurements, perform air balance procedure in accordance with manual B or NEBB standards. When required by code, provide the air balance report to the building owner and code officials. A
blower door test must be performed to verify that the building envelope natural leakage rate does not exceed the infiltration or ventilation cfm rate shown on the "Total Building Summary Loads"
page, shown on these drawings.
11) HVAC sequence of proper operation: The thermostat is set to "auto" mode and will monitor the conditioned space temperature and provide heating, cooling, and ventilation when required. Upon
a call for heating, the air handler fan interlock will open the ventilation air damper -and operate the indoor fan and heat
t ucondenser and/or electric heat strip until the space conditions are
satisfied - use a 72 degree thermostat setting during the heating season. Upon a call for cooling, the air handler fan interlock will open the ventilation air damper and operate the indoor fan and heat
pump condenser until the space conditions are satisfied - use a 75 degree thermostat setting during the cooling season. During favorable outdoor conditions, when the temperature and humidity is
low - the thermostat may be set to "fan on" for continuous air circulation and introduction of ventilation air. For newly constructed homes to be energy code compliant (FEC403.1), the HVAC installer
must set the programmable thermostat to provide heating up to 70 degrees and cooling down to 78 degrees. Be sure not to overcool the conditioned space - overcooling a building is defined as a
temperature lower than the dew point temperature for the interior conditioned space - most buildings can easily be driven to dew point temperatures during part load conditions. Overcooling a
building successfully requires specialized HVAC equipment and controls. The heat removal (sensible heat) and moisture removal (latent heat) must be de -coupled and independently controlled for
buildings to achieve temperature's lower than the "dew point safe" energy code set point of 78 degrees.
HVAC SYMBOLS - FLORIDA BUILDING CODE 6TH
EDITION (2017-2020)
-'�
CEILING REGISTER
1 WAY THROW SHOWN
RECTANGULAR
DUCTWORK
FMC 603
CONDENSING UNiT
HORIZONTAL AIR
1
FTC 603.18
59 HVAC NOTES 3
HVAC NOTES 5,9
ON SLAB RAISED
I HANDLER MOUNT
0
STAND OR ROOF
FMC SECTIONS
HVACNO S 3,44,9,10
FROM STRUCTURE
IFMC SECTIONS
LE HVAC NOTES 3,8,10
.1W WALL REGISTER U2 WAY THROW
� DUCTWORK FLEXIBLE
FMC 603.18
FMC 603
_..._....
HVAC NOTES 3,5,9
. _.
HVAC NOTES 5,9
FLOOR REGISTER
2 WAY THROW
FLEX DUCT
JUNCTION BOXES
FMC 603
______4P1
DUCTLESS AIR
FMC 603.18.1
HVAC MOTES 3 5 9
,aA
HVAC NOTES 5 9
.
. .
VERTICAL AIR
HANDLER ON
�.� HANDLER
'��-� HIGH WALL OR
•e.
STAND/OR ATTIC
FMC SECTIONS
303, 304, 306
HVAC NOTES 3,8,9,10
0 �-� CEILING MOUNT
FMC SECTIONS
3 4
-�--�!• C NOTES
HVAC NOTES 3,4,9,10
FLOOR OR CEILING
Z*v FILTER GRILLE
��,
RETURN AIR
PLENUM TRUNK
FMC 603.18
FMC 602
r
HVAC NOTES 3,5,7,9
HVAC NOTES 5,9
0
WALL
FILTER GRILLE
SUPPLY AIR
PLENUM TRUNK
AFF = ABOVE FINISH FLOOR
AHU = AIR HANDLING UNIT
603.18
Ell
FMC 602�AFMC
DEDK:ATEQP
= YPA P
B BYPASS DAMPER
HVAC NOTES 3,5,7,9
HVAC NOTES 5 9
BD BAROMETRIC DAMPER
VENTILATROfl-(4)6Y
FLEXIBLE DUCTS
=
CFM = CUBIC FEET / MINUTE
CEILING GRILLE
+,- -J' DUCTED T/A
*.-
REFRIGERANT +
CONTROL PIPING
SEE FLOOR PLAN
FOR CONFIGURATION
CU = CONDENSING UNIT
DH=DE
FMC 601.6 + 603.18
FMC 306 + 1107
FMC 303, 304, 306
-HUMIDIFIER
HVAC NOTES 3,5,7,9
HVAC NOTES 3,6,9
HVAC NOTES 3,8,9,10
E/A = EXHAUST AIR
EER = ENERGY EFFICIENCY RATIO
EF = EXHAUST FAN
FPM =FEET PER MINUTE
WALL GRILLE
-i- H -Ir DIRECT Tt A
CONDENSATE
------•---- DRAIN LINES
9 I%-
FMC so1.s +s03.18
FMC 306 + 307
DEDICATED
HSPF =HEATING SEASON PERFORMACE FACTOR
HVAC NOTES 3 5 7 9
HVAC NOTES 3,6,8,9
VENTILATING
HP = HORSE POWER
=
DEHUMDiFIER
DEWPOINT CONTROL
MOP = MAXIMUM OVER CURRENT PROTECTION
e•e
CONDENSATE
o
SEE FLOOR PLAN
MTR = MOTORIZED DAMPER
1" UNQERCUT QOOR
°e• °•
- ' - - - - - • e � °
DRAIN
FOR CONFIGURATION
MUA =MAKE UP AIR
TYPICAL ALL INTERIOR
DOORS FMC
ease a
06 +DRYWELL
FMC 305 + 307
HVAC NOTE 6
FMC 303, 304, 306
HVAC NOTES 2,3,8,9,10
KW = KILO WATTS
E 7
HVAC NOTE 7
O/A =OUTSIDE AIR
PKG = PACKAGE UNIT
_J
BRANCH DUCT VOLUME
CONTROL DAMPER
'�' H S
EQUIP. CONTROLS
FECC4032.4+
FECR403.1
DEDICATED
R/A = RETURN AIR
RTU = ROOFTOP UNIT
FMC 603.18
HVAC NOTES 2,5,10
HVAC NOTES 3 10
E
2' `�'
�
DE -HUMIDIFIER
EXPOSED SHOWN
CONCEALED WITH
SlA =SUPPLY AIR
SEER =SEASONAL ENERGY EFFICIENCY RATIO
DUCT MOUNTED
FIRE DAMPER
° - °
Ef
DUCT MOUNTED
SMOKE DETECTOR
DUCTWORK OPTION
FMC 303, 304, 306
HVAC NOTES 3,8,9,10
SF = SUPPLY FAN
SP = STATIC PRESSURE
FMC 607
FMC 606
I T/A = TRANSFER AIR
HVAC NOTE 3,6
HVAC NOTE 9
TSP =TOTAL STATIC PRESSURE
7YP = TYPICAL
✓"J\" EXHAUST VENT
; ROOF/ WALL
ZD BP
ZONE I BYPASS
FMC DAMPER
_ _ _ _ - - _
; . ,
V/A = VENTILATION AIR
VDH =VENTILATING DEHUMIDIFIER
FMC 504, 605
HVAC NOTES 3,4
HVAC NOTE 9
. ° . 1
VTE =VENT TO EXTERIOR
- _ -1-41
: -�
PACKAGE uNtr
ZD = ZONE DAMPER
-
r I INTAKE VENT
1�1 ROOF / WALL
MTR
MOTOR FOR
AIR DAMPER
1,-
� :
t , 4
SLAB OR ROOF
MOUNTED
� . +
1 FMC 401.5
FMC 3D3 304 306
-..
, °. 1 .0.
FMC SECTIONS
HVAC NOTES 2,3,4
HVAC NOTES 2 9 10
> >
. l
303,304,306
4 .•
4 - �•
HVAC NOTES 3,4,9,1 0
EQUIPMENT
EXHAUST FAN
ACCESS PANEL
O
EF-1 or as NOTED
4�
E�]
FMC 306
FMC 601
- - - - - - - -
HVAC NOTE $
HVAC NOTES3,5,9,10
HVAC BASIS OF DESIGN - BUILDING ENVELOPE COMPONENTS - FECC103.2 + FECR103.2
BUILDING ENVELOPE COMPONENTS SHOWN ON THIS REPORT ARE DATA LINKED TO THE 3D SMART CAD HVAC FLOOR PLAN(S) SMART
FIGURES. ANY CHANGES TO THE BUILDING ENVELOPE COMPONENT TYPES, COMPONENT AMOUNTS, BUILDING USAGE, INTERIOR
ROOM LAYOUTS, OR BUILDING COMPASS ORIENTATION (NORTH ARROW) MUST BE COMMUNICATED TO THE ORIGINAL DESIGNER.
CONDUCT AN OWNER SURVEY PER APPENDIX 1 "SURVEY", PAGE A1-1 TO ESTABLISH THE LISTED ITEMS ON THIS SUMMARY PAGE
MEETS THE BUILDING OWNERS NEEDS. SEE "PROJECT REPORT" FOR BUILDING SITE CLIMATIC CONDITIONS AND INDOOR DESIGN
CONDITIONS. ALSO SEE MANUAL D DUCT DESIGN REPORT(S) + "MANUAL S EQUIPMENT SELECTION" REPORT(S) FOR MORE DETAILED
INFORMATION. SEE ENERGY FORMS FOR MINIMUM REQUIREMENTS OF ALL ITEMS.
DOOR U VALUES USED iN THE CALCULATIONS =11 D WOOD .39 (R=2.564) 11 N METAL .35 (R=2.857) 11J FIBERGLASS .40 (R=2.5)
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
HVAC Designs Kennedy Avenue A2M2 SFR 2155 n
0
Tam a, FL 33615 Page 9
Total Building Summary Loads
Component Area Sen Lat Sen Total
Description Quan Lass Gain Gain Gain
R405 FD: Glazing-FECR405.5.2 Two Pane Low E Glass 40 512 0 380 380
Door, ground reflectance = 0.32, medium color
blinds at 450 with 25% coverage, U-value 0.4, SHGC
0.25
R405 OP: Glazing-FECR405.5.2 Two Pane Low E 179.3 2,295 0 3,410 3,410
Window Operable, ground reflectance = 0.23,
outdoor insect screen with 50% coverage, medium
color blinds at 45' with 25% coverage, U-value 0.4,
SHGC 0.25
R405 OP: Glazing-FECR405.5.2 Two Pane Low E 16.2 207 0 138 138
Window Operable, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, medium
color blinds at 45° with 25% coverage, U-value 0.4,
SHGC 0.25
WCB4: Wall -Block, Custom, R-4 continuous + any 1683.3 7,702 0 3,921 3,921
finish, U-value 0.143
WGE20: Wall -Frame, Custom, Gable up + R-20 + any 60 123 0 53 53
finish, U-value 0.064
RUA20DS-ad: Roof/Ceiling-Roof Joists Between Roof 2327 3,723 0 4,771 4,771
Deck and Ceiling or Foam Encapsulated Roof
Joists, Custom, Unvent + R-20 @ roof, dark
asphalt, U-value 0.05
RUABW20: Roof/Ceilin -Roof Joists Between Roof 62 g 113 0 145 145
Deck and Ceiling or Foam Encapsulated Roof
Joists, Custom, Unvent Attic Break Wall + R-20, U-
value 0.057
FSOGO: Floor -Slab on grade, Custom, R-0 edge + any 216 8,158 0 0 0
finish, U-value 1.18
Subtotals for structure: 22,833 0 12,818 12,818
People: 5 1,150 1,500 2,650
Equipment: 770 2,810 3,580
Lighting: 0 0 0
Ductwork: 2,213 1,889 711 2,600
Infiltration: Winter CFM: 0 Summer CFM: 0 0 0 0 Q
Ventilation: Winter CFM: 75, Summer CFM: 75 2,638 2,698 1,319 4,018
Total Building Load Totals: 27,684 6,508 19,158 25,666
Check Fi ures
Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.464
Square ft. of Room Area: 2,155 Square ft. Per Ton: 985
Volume (1`1:3): 20,106
Buildina Loads
Total Heating Required Including Ventilation Air: 27,684 Btuh 27.684 MBH
Total Sensible Gain: 19,158 Btuh 75 %
Total Latent Gain: 6,508 Btuh 25 %
Total Cooling Required Including Ventilation Air: 25,666 Btuh 2.19 Tons (Based On 73% Sensible Capacity)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design
conditions.
INTELLIGENT CAD DUCT FIGURES - GRAPHIC MANUAL D DUCT FITTINGS
- -
10:
- --
$!�f
- i
1,4],Vr1_,4,,,.,,
: -- -
HEATER i
IL
- _Pi INCLUDES PE1 r `, - /
• I SUPPLY AIR :11
L PLENUMS RETURN AIR t •
I MAIN SUPPLY AIR PLENUMS i t DEVICES
I
V 2-A
EL35-80 2-D 2-E
EL40-85 EL25-50
SUPPLY BRANCH DUCT TAKEOFF
6-C 1#7 6 BYy
6 A
EL10-115 EL10-110 ELtO-75
RETURN BRANCH DUCT TAKEOFF
8-A 6-A 3PC 8-B ES 8-D
EL10-20 EL20-35 EL10-65 EL65
SUPPLY + RETURN ELBOWS
2-O 2-P 2-
0
EL55.100 EL50-75 ELIO-25
. r •
45 DEGREES 90 DEGREES
6-E
6-D EL1540
EL10-30
RETURN BRANCH DUCT TAKEOFF
rn),%% 12-1
12-H EL10-35
12-C EL15-40
EL20-40
S/A + RIA DIVERGING TRANSITIONS
I?b VL
4Z 9 B 9-E 9 K
4..-A or 4-AD
EL60 EL80 EL50 EL65
EL35
; ,. I
:•._
-...6_
1►Cr %��', �k __:�.
4
I I
r
CONVERGING•
DUCT VELOCITY
SHOWN IS FEET
PER MINUTE
SUPPLY AIR SIDE
RETURN AIR SIDE
RIGID
FLEX
RIGID
FLEX
TRUNK DUCT
700 - 900
600-700
600-700
600-700
BRANCH DUCT
600 - 700
1 600 - 700
400 - 700
600-700
RETURN TRUNK JUNCTION FITTINGS
LI A9-O
9-M EL85 EL15
EL20
SUPPLY TRUNK JUNCTION FITTINGS
e 1!2) ,
TRAPEZOID
TRIANGLE
11A FLEX ELBOW
11A EXACT DEGREE
EL10-95 EL10-95 11 B
EL5-20
S/A + R/A FLEXIBLE DUCT JUNCTION BOX
DUCT DESIGN SHOWNDATA i TO THE MANUALi DUCT i REPORTS. -•'EVERY DUCT
SECTION SHOWN INCLUDED
THE CALCULATIONS TO DETERMINE THE MOST RESTRICTIVE AIR PATH. MANUAL D DUCT DESIGN DATA IS USED FOR AIR HANDLING EQUIPMENT I
� SELECTION. THE MAXIMUM VELOCITIES USED ARE BASED ON MANUAL D SECTION 3 (PAGE 3-6) OF ACCA MANUAL D DUCT DESIGN.
HEAT PUMP SCHEDULE
AIR HANDLER MARK:
AHU-1
UNIT MANUFACTURER:
AMERICAN STND
UNIT MODEL NUMBER:
TAM7A0B30H
UNIT DIMEN H/W/D:
55.7x21.3x21.8
UNIT WEIGHT:
138
SUPPLY PLENUM SIZE:
18AX14.35
RETURN PLENUM SIZE:
18AX117.15
MANUAL D DUCT CFM:
1000 / .412
SUPPLY FAN CFM / SP :
1003 / A to .9
SUPPLY FAN H/P :
1/2
VENTILATION AIR CFM:
75
AHU OFF / INFILTRATION:
34
UNIT PHASE / HERTZ:
1/60
UNIT VOLTAGE:
208 / 240
HEATER KW:
3.6 / 4.8
AHU + HEAT MOP:
25 / 30
CONDENSER MARK:
CU-1
NOMINAL A/C TONS:
2.5
UNIT MODEL NUMBER:
4A6114030131
UNIT VOLTAGE:
208/230/ 1 / 60
UNIT MCA / MOP:
15 / 25
UNIT DIMEN H/W/D:
33x37x34
UNIT WEIGHT:
193
COOL / OUTDOOR TEMP:
91
92
93
TOTAL COOLING KBTUH:
32.6
32.3
32.1
SENS. COOLING KBTUH:
23.8
23.6
23.4
LAT. COOLING KBTUH:
8.8
8.7
8.7
SENSIBLE HEAT RATIO:
0.73
AHRI C?a 95: TC,SC,LC
31.6
23.7
79
AHRi # :
7422207
TOTAL HEATING KBTUH:
30.0
SEER / HSPF:
14.5 / 8.5
THERMOSTAT MODEL: I
PROGRAM
ALTERNATE BRAND EQUIPMENT WITH EQUAL
CAPACITY + EFFICIENCY IS ACCEPTABLE -
VIEW ENERGY FORMS FOR MIN EFFICIENCIES
ACCU CLEAN FILTRATION IS RECOMMENDED.
HVAC CONTRACTOR TO PROVIDE EQUIPMENT
TIE DOWN AND INSTALL INSTRUCTIONS +
MATCHED EQUIPMENT AHRI RATINGS
ON SITE FOR FIELD INSPECTORS APPROVAL.
.(2833)
y �. . . • "
VAC
■TEM
a -
EXHAUST FAN SCHEDULE
FAN MARK:
EF-1
MANUFACTURER:
NUTONE
MODEL NUMBER:
QT-80
FAN TYPE:
CEILING
FAN CFM:
70
TOTAL PRESSURE:
•3
FAN VOLTAGE:
120/1/60
FAN AMPERAGE:
•7
FAN DIMEN LWH:
9X9X6
DUCT OUTLET SIZE:
4
DUCT INLET SIZE:
10X10
FAN WEIGHT:
12
NOTES:
1 1,2
1 = VENT TO EXTERIOR
2 = INTERLOCK WITH LIGHTS
3 = THERMOSTAT CONTROL
4 = INTERLOCK WITH SAME ZONE HVAC
5 = VARIABLE SPEED CONTROLLER
6 = ADJUSTABLE EXTENDED OPERATION
RESIDENTIAL OPTION: A 50 CFM MINIMUM
EXHAUST FAN MAY BE USED // FMC403.3.1.1
EACH ROOM I I EACH ZONE II DUCT
HEAT LOAD I I HEAT LOAD TYPE TYPE
FE-CC403.2.1 + FECR403.71
EQUIPMENT
SELECTION
MANUAL S
FECR403.7.1
mmnrrl
ENERGY CODE CALCULATIONS
FECC402,407+ FECR402,405,406 FINISH
HEATING AND COOLING SYSTEM SELECTION, OR "REQUIRED TONS" IS NOT BASED ON THE
CONDITIONED AREA SQUARE FEET DIVIDED BY SOME "MAGIC" NUMBER. ABSURD DESIGN
PRACTICE ("SQUARE FEET PER TON") IS FORBIDDEN BY THE FLORIDA BUILDING CODES.
SELECTION OF HVAC EQUIPMENT, DUCT SIZES, AND AIR DEVICE SIZES ARE BASED ON EACH
ROOMS HEAT LOAD DEMAND. CALCULATIONS ARE COMPASS ORIENTATION + CITY SPECIFIC.
HVAC EQUIPMENT SHOWN THIS PAGE IS FOR SINGLE STAGE
CAPACITY SELECTED ED IN COMPLIANCE WITH MANUAL J 8TH
T
EDITION HEAT LOAD CALCULATION PROCEDURE + MANUAL
D DUCT DESIGN PROCEDURE + MANUAL S HVAC EQUIPMENT
SELECTION PROCEDURE AS REQUIRED BY FLORIDA ENERGY
CONSERVATION CODE SECTION R403.7. SINGLE STAGE CAPACITY
EQUIPMENT CAN NOT BE UNDERSIZED BELOW THE MANUAL J
HEAT LOAD CALCULATIONS OR OVERSIZED BY MORE THAN 15%
OF THE MANUAL J HEAT LOAD CALCULATIONS (OR NEXT SIZE AVAIL).
SEE HVAC BASIS OF DESIGN NOTES ON THIS PAGE FOR CODE SET
HVAC DESIGN PARAMETERS AND FECC CODES FECC403.7.1.1 +
FECC403.7.1.2. SEE ENERGY FORMS FOR MINIMUM EFFICIENCIES
REQUIRED FOR THIS PARTICULAR PROJECT TO COMPLY WITH FECC.
VIEW HVAC "OPTIONS" DRAWING FOR UPGRADE TO THE OVERSIZED
VARIABLE CAPACITY HVAC EQUIPMENT AS ALLOWED BY FECC CODE
SECTION FECC403.7.1.3. OPTIONAL HVAC EQUIPMENT SHOWN ON
THE OPTIONS PAGE WILL REQUIRE THE HVAC INSTALLER TO INSTALL
A LARGER DUCT SYSTEM AS REQUIRED FOR THE INCREASED AIRFLOW
AMOUNT ASSOCIATED WITH THE OPTIONAL OVERSIZED STAGED
CAPACITY EQUIPMENT. CONTACT THE ORIGINAL HVAC DESIGNER
FOR AN OPTIONAL UPGRADE DESIGN PACKAGE.
1-11
1
M
i`-
In
In
n
1'.0
I
Q
Ln
i--
Q_�
O
,--.
�
J
II
5•
Q
U
�
'Q
iZ
O
tY
CN
r-
<
{)
(
I
Q
(n(-.4 O
r-
I-_
Z
O
_
OU
v
F__
W
O
=
cfl
O
I
�}
Q-
0
U
n-,,,
r�
V 1
��7
U
Q
r-)
CL
O
__J
(-)
U-)
n--
I
=
<
=
CD
Q
=
a_
W
U
Q
r--�
e
W
•
=
VV/
W
Q
0
W
Z
lW
DRAWN:
C.T. D
SCALE:
1 /4" = 1 '-0"
GHECkEO &APPROVED
SHEET M.1
li -r T-----7--__7-__7T - T
HVAC CONTRACTOR NOTE: THIS DESIGN WAS CREATED FOR HEAT LOAD AND ENERGY CODE CALCULATION PURPOSES ONLY. INSTALLING HVAC CONTRACTOR MAY USE OR MODIFY THIS DESIGN AS NEEDED TO SATISFY THE PERMIT JURISDICTION - INTERPRETATION OF THE BUILDING CODES WILL VARY BY JURISDICTION AND PLANS EXAMINER DESPITE THE BUILDING CODES BEING "UNIFIED". ALL PERMIT COMMENTS MUST BE ADDRESSED BY THE INSTALLING HVAC CONTRACTOR. INSTALLING HVAC CONTRACTOR IS REQUIRED TO SIGN THE HVAC DRAWINGS AND CALCULATIONS FOR PERMITTING. INSTALLING HVAC CONTRACTOR HAS THE OPTION OF PROVIDING ALTERNATE HVAC DRAWINGS AND CALCULATIONS.
M Toilet
S22,4",25 CFM,Reg:8x4
S43,4",20 CFM,Reg:8x4
S6,4",11 CFM,Reg:8x4
H. V. A. C. PLAN
SCREENED ROOF CAP FASTEN
TO STRUCTURE FOR UP
TO 200 MPH WIND MAX.
ENGINEERED FASTENING
DETAIL + MANUFACTURERS
INSTALLATION INSTRUCTIONS
ARE SUPPLIED ON SITE BY THE
INSTALLING CONTRACTOR
GENERAL EXHAUST DUCT
VENT TO EXTERIOR - WALL
OR ROOF - FMC 501,601,603
SCREENED CAP - FASTEN
TO STRUCTURE FOR UP TO
2D0 MPH WIND MAX.ENGINEERED
FASTENING DETAIL+ MANUFACT-
URERS INSTALL INSTRUCTIONS
At
ARE SUPPLIED ON SITE BY THE
INSTALLING CONTRACTOR
J EXTERIOR SURFACE -WALL / SOFFIT
EXTERIOR ROOF SURFACE
M
CEILING EXHAUST
FAN VENTED TO
BUILDING EXTERIOR
FMC 501
INTEGRAL
BACKDRAFT
DAMPER
EXHAUST FAN DETAIL @ ii
N.T.S
SCREENED ROOF CAP FASTEN
TO STRUCTURE FOR UP
TO 200 MPH WIND MAX.
ENGINEERED FASTENING
DETAIL + MANUFACTURERS
INSTALL INSTRUCTIONS ARE
SUPPLIED ON SITE BY THE
INSTALLING CONTRACTOR
FMC 401.5
BUILDING VENTILATION AIR DUCT
TO EXTERIOR APPROVED LOCATION
FMC 401,403,601,603,604
SCREENED CAP FASTEN
TO STRUCTURE FOR UP
TO 200 MPH WIND MAX.
ENGINEERED FASTENING
DETAIL + MANUFACTURERS
INSTALL INSTRUCTIONS ARE
SUPPLIED ON SITE BY THE
INSTALLING CONTRACTOR
FMC 401.5
EXTERIOR SURFACE - WALL / SOFFIT
EXTERIOR ROOF SURFACE
VENTILATION AIR DUCT s
CONNECTS TO RETURN
AIR PLENUM DUCT +
HONEYWELL ARD 24V,
6VA MOTORIZED VENT-
ILATION AIR DAMPER
INTERLOCKED WITH
INDOOR AIR FAN MOTOR
SEE HVAC FLOOR PLAN
DRAWING FOR CONFIG.
FMC401,303,306
VENTILATION AIR DETAIL @ il
N.T.S
UN -SCREENED ROOF CAP + BACK EXTERIOR ROOF SURFACE
DRAFT DAMPER, FASTEN TO
STRUCTURE FOR UP TO 200 MPH
WIND MAX. ENGINEERED FAST-
ENING DETAIL + MANUFACTURERS
INSTALLATION INSTRUCTIONS
ARE SUPPLIED ON SITE BY
THE INSTALLING CONTRACTOR
NOMINAL T' EXHAUST
DUCT VENTED TO
EXTERIOR - SEE FMC
505 FOR FULL
INSTALLATION
COMPLIANCE
UN -SCREENED CAP +
BACKDRAFT DAMPER, FASTEN
TO STRUCTURE FOR UP
TO 200 MPH WIND MAX.
ENGINEERED FASTENING
DETAIL + MANUFACTURERS
INSTALL INSTRUCTIONS ARE
SUPPLIED ON SITE
EXTERIOR SURFACE - WALL / SOFFIT
RANGE EXHAUST DETAIL
I DOMESTIC RANGE
HOOD (<FMC 400
50 CF ) I
DOMESTIC RANGE
MAY ALSO BE DOWN
FLOW OR DUCTLESS
N.T.S
UN -SCREENED ROOF CAP + BACK
EXTERIOR ROOF SURFACE
DRAFT DAMPER, FASTEN TO
STRUCTURE FOR UP TO 200 MPH
WIND MAX.ENGINEERED FAST-
ENING DETAIL + MANUFACTURERS
INSTALLATION INSTRUCTIONS
ARE SUPPLIED ON SITE BY
THE INSTALLING CONTRACTOR
DOMESTIC
4" EXHAUST DUCT NOT TO EXCEED 35'
(< 200 CFM)
DEVELOPED LENGTH, SEE FMC 504 FOR
STYLE CLOTHES
FULL COMPLIANCE - VENT TO EXTERIOR
DRYER - FMC 504
WALL OR ROOF, PROVIDE WALL BOX OR
DRYER INSTALLATION INSTRUCTIONS
FOR LENGTHS LONGER THAN 35 FEET
UN -SCREENED CAP + BACK
DRAFT DAMPER, FASTEN TO
STRUCTURE FOR UP TO 200
MPH WIND MAX. ENGINEERED
FASTENING DETAIL + MFG
INSTALL INSTRUCTIONS ARE
SUPPLIED ON SITE BY THE
9SOFFIT
INSTALLING CONTRACTOR
FLEXIBLE TRANSITION
DUCT CONNECTION
EXTERIOR SURFACE -WALL
BY OTHERS - 8' MAX.
DRYER EXHAUST DETAIL
N.T.S
TYPICAL PIPE COVER
MAY MOUNT INTERIOR
FASTEN WITH #12, 1/2"
GALV. SCREW @ 2' O.C.
HIGH VOLTAGE
DISCONNECT
SWITCH
REFRIGERANT
PIPING+ CONTROL
WIRING FMC 305,
1107 - ROUTING
MAY VARY
4" THICK CONCRETE SLAB
OR CODE APPROVED EQUAL
FMC 303 + 304
CONDENSING UNIT
FMC 303,304,306
EXTERIOR I
BUILDING
WALL
EQUIPMENT TIE
DOWN - ENGINEERED
FASTENING DETAIL +
MFG. INSTALLATION
INSTRUCTIONS ARE
SUPPLIED ON SITE
BY INSTALL CONTR.
GRADE 3" BELOW SLAB
CONDENSER / SLAB DETAIL
N.T.S
RETURN AIR PLENUM MECHANICALLY
FASTEN TO EQUIPMENT FLANGE
FMC 601,602,603,604
VENTILATION
AIR DUCT
FMC 401 -
SEE NOTE 2
(2) WATER DETECTION
DEVICES FMC 307.2.3.1
PRIMARY CONDENSATE
DRAIN LINE, ROUTE TO
(4) 3/8" THREADED ROD + 2" UNISTRUT CHANNEL
SUSPEND FROM TOP TRUSS CHORD OR APPROVED
STRUCTURE - ENGINEERED FASTENING DETAIL +
MFG INSTALLATION INSTRUCTIONS ARE SUPPLIED
ON SITE BY THE INSTALLING CONTRACTOR
4RRING
G +
05, 1107
NG UNIT
04,306
SUPPLY PLENUM
oMECHANICALLY
FASTEN TO
EQUIPMENT
FMC 601, 602,
603,604
EXTERIOR,DISCHARGE HIGH r
12" FROM BUILDING FMC 307 VOLTAGE
DISCONNECT AUXILLARY DRAIN PAN + WATER
- SWITCH DETECTION DEVICE FMC 307.2.3
AIR HANDLER MAY MOUNT IN ATTIC, GARAGE, OR EXPOSED IN SPACE
AIR HANDLER / HORIZONTAL DETAIL
N.T.S
TRI - BOX
REDUCER -BOX
SEE HVAC DRAWING
FOR BRANCH + TRUNK WIZ
DUCT SIZES 1 QTY.
H
ARROW
INDICATES
AIRFLOW
L W DIRECTION
DUCTBOARD TRUNK TO BRANCH JUNCTION BOX - CONSTRUCT,
SEAL AND SUSPEND FROM STRUCTURE FMC 601,602,603,604
SEE httpsonergygovsltesprodfiles20l3l2f5cg5_duct_spittter box_boach.pdf
BOX
MARK
DIMENSIONS - INCHES
W
H
L
A
13
13
18
B
17
17
18
C
21
21
18
H
W
* = CAP SIZE EQUALS OUTLET
TRUNK DUCT SIZE + 2"
MODIFY TO FIT STRUCTURE
BOX
MARK
DIMENSIONS - INCHES
W
H
L
W2
D
13
13
1 18
E
17
17
18
F
21
21
18
FLEX DUCT JUNCTION BOX DETAIL
N.T.S
INSTALL FLEX DUCT WITH 45
DEGREE ELBOWS NEAR THE
TRUNK AND BOOT CONNECTIONS.
ALLOW W'MIN. STRAIGHT DUCT
AT BOOT AND TRUNK CONNEC -
TIONS. DUCT BENDS SHALL
MAINTAIN ACENTER LINE RADIUS
OF NOT LESS THAN ONE DUCT
DIAMETER. USE UL181 CLASS 1
FMC 601, 603, 604
SUPPLY / RETURN AIR
DUCT TRUNK OR FLEX
JUNCTION BOX CONSTRUCT,
SEAL, AND SUSPEND FROM
STRUCTURE FMC 601,603,604
INSTALLING CONTRACTOR
MAY USE THIS SECONDARY
*OPTIONAL*
VOLUME DAMPER
PROVIDE ACCESS FOR
ADJUSTMENT FMC 603.18
FASTEN REGISTER
OR GRILLE TO
REGISTER BOX.
CEILING REGISTER BOX
PROVIDE PRIMARY
FASTEN TO STRUCTURE
VOLUME DAMPER
WITH REGISTER BOX RAILS
+ ADJ. CURVED
MAY MOUNT FLOOR, WALL,
BLADES - FMC
OR CEILING STRUCTURE
MA
; #, ' AND AIR DEVICE TYPE MAY
M
MAYY MOUNT
VARY FROM SHOWN
it
FLOOR, WALL,
FMC 601,603,604
OR CEILING
DUCTBOARD / FLEX DUCT DETAIL
O
N.T.S
CV)
0)
LC)
Q
R
O
r4')
Li
f—
X
Q
LL_
�
�
Q
J
Q_
c�
cr
N
I`
Q
C!1
cn
Q
N
In
U}
ro
z
DO
W
z
C
�
C)
a_
1�
Z
n
W
J
�
N
I I
J
C)
Z
W
<
n,
z
W
tD7=N:
C.T. D
SCALE:
1 /4"
CHECKED & APPROVED
SHEET 2
HVAC CONTRACTOR NOTE: THIS DESIGN WAS CREA1 ED FOR HEAT LOAD AND ENERGY CODE CALCULATION PURPOSES ONLY. INSTALLING HVAC CONTRACTOR MAY USE OR MODIFY THIS DESIGN AS NEEDED TO SATISFY THE PERMIT JURISDICTION - INTERPRETATION OF THE SUEL13ING CODES WILL VARY BY JURISDICTION AND PLANS EXAMINER DESPITE THE BUILDING CODES BEING "UNIFIED". ALL PERMIT COMMENTS MUST BE ADDRESSED BY THE INSTALLING HVAC CONTRACTOR. INSTALLING HVAC CONTRACTOR 2 REQUIRED TO SIGN THE HVAC DRAWINGS AND CALCULATIONS FOR PERMITTING. INSTALLING HVAC CONTRACTOR HASTHE OPTION OF PROVIDING ALTERNATE HVAC DRAWINGS AND CALCULATIONS.
ROOM 4.2
RE
EXTERIOR WALL EXPOSUCONDITIONED
AREA
RETURN AIR DEVICE
l
PARTITION WALL EXPOSURE
OCCUPANTS
LIGHTING (COM)
It 13-
SUPPLY AIR DEVICE
VENTILATION AIR
ROOM INTERIOR B
OFLOOR EXPOSURE
APPLIANCE (COM)
HVAC EQUIPMENT
CEILING ] OF1
SPAC EN
SYSTEM I ZONE DAMPER]
EXPOSURE
URE
THERM ZONE
DEFAULT OVERHANG
SPRAY FOAM WA LL
PROJECTION RATIO
RETURN AIR DUCT-]
GROUND REFLECTANCE]
SUPPLY AIR DUE]
EXHAUST FAN
FECC 405 Wall Height Interior Volume For semi ' ht infiltration calculation results Occupants Vent Air CFM
t1g
9.3 20106 See hvac equipment schedule HVAC Drawing 1
# Jurisdiction
611600 Zephyrhills BTUH BTUH
23.8 4104 Daily Avg. Hourly
17900 + 51289 + 16416 = 85605
DWELLING INTERNAL HEAT GAIN CALCULATOR R405.5.2 (FECC eff. 1213112017)
17,900 + (23. 'CONDITIONED FLOOR AREA) + (4104 *NUMBER OF BEDS) = DWELLING DAILY INTERNAL GA INS (52 10)
SEMI TIGHT BUILDING ENVELOPE CONSTRUCTION PRACTICE = 3 - 5 ACH50 BLOWER DOOR TEST RESULT
4 4 ikA
F+4
kxi P. L �n
3
t
7i�R PORC14 �.4p! n:bykTr0NS LLJ
7-11 17HAN 2'
IMIZE RArUK31
%
2Z,
`ASTM EEDR69M
r
,_J Li
16" .4-
4
�N
M T ROOM EA
r:
Ut
r4
IL
FL A T -01i-, P.4 R
-4
7"
%
AP
X I (;4EN1
ffi0
RINWR D GIP
4
UINKINI13
00
VAN
nouz
Gw-Am-pil,
15 4 GO _Wl
L4 L
VARIkI LE SPEED AIR HANDLER
11 � pill 1111111 11111 111 �!i
i N
I OPTION I HIGH EFFICIENT AIR FILTRATION i
THIS OPTION PROVIDES CLEANER
INDOOR AIR USING A 5" THICK
MERV 13 HEPA FILTER ADDED TO
THE STANDARD "CODE MINIMUM"
HVAC SYSTEM. THIS HIGH
PERFORMANCE PARTICLE
ARRESTANCE FILTER CAN
CAPTURE MUCH MORE + MUCH
SMALLER SIZE CONTAMINATION
THAN THE STANDARD I" THICK
AIR FILTER. HEPA FILTERS CAN
BETTER PROTECT THE HVAC AIR
HANDLER COIL FROM DUST + DEBRIS
AND REQUIRES LESS MAINTENANCE
AS MOST BUILDINGS REQUIRE JUST
A YEARLY FILTER CHANGE.
111110 1 so
THIS OPTION PROVIDES BOTH POSITIVE AND NEGATIVE OXYGEN IONS THAT NEUTRALIZE AIRBORNE
POLLUTANTS. USED IN CONJUNCITON WITH A MERV 13 FILTER, THIS OPTION USES A GAS P-
DISASSOCIATION PROCESS RESULTING IN CLEANER AND HEALTHIER INDOOR AIR. REDUG"
SMOKE, DUST, POLLEN, BACTERIA, VIRUSES, VOC GASES, MOLD SPORES, AND ODORS. THESE -
ELECTRONIC UNITS USE VERY LITTLE ELECTRICITY AND MOUNT IN THE DUCT AIR STREAM.
?LASMA AIR MODEL PA600 FOR RESIDENTIAL OR MODEL 7000 FOR LIGHT COMMERCIAL USE.
--- - - - -_ --- I
STAGED CAPACITY HVAC EQUIPMENT
FOR ENERGY CODE MINIMUM EQUIPMENT SEE HVAC PAGE I
HVAC EQUIPMENT SHOWN IS FOR STAGED CAPACITY SELECTED IN COMPLIANCE WITH MANUAL J +
MANUALS+ FLORIDA ENERGY CONSERVATION CODE SECTION R403.7.1.3. THELOWESTSTAGE
OF THE STAGED CAPACITY EQUIPMENT CAN NOT BE UNDERSIZED OR OVERSIZED BY MORE THAN
15% OF THE MANUAL J / 183 HEAT LOAD. DO NOT USE SINGLE STAGE EQUIPMENT OF EQUAL
CAPACITY. HVAC INSTALLER MUST ADJUST THE DUCT SYSTEM FOR THE INCREASED AIRFLOW
PRODUCED BY THIS UPGRADED EQUIPMENT, OR CONTACT THE ORIGINAL HVAC DESIGNER.
STAGED EQUIPMENT CONTAINS A VARIABLE CAPACITY CONDENSING UNIT CAPABLE OF ADJUSTING
THE EQUIPMENT CAPACITY TO CLOSELY MATCH THE WEATHER CONDITIONS. STAGED EQUIPMENT
OPERATES ALMOST CONTINUOUSLY TO PROVIDE BETTER DEHUMIDIFICATION, FILTRATION, AND
AIR CIRCULATION. THIS EQUIPMENT DOES NOT DECOUPLE THE SENSIBLE AND LATENT HEAT LOAD
PROCESSES, SEE WHOLE BUILDING DEHUMIDIFIER OPTION FOR CONTROLLED DEHUMIDIFICATION.
HEAT PUMP SCHEDULE
AIR HANDLER MARK:
AHU-1
UNIT MANUFACTURER:
AMERICAN STND
UNIT MODEL NUMBER:
TAM8COC36V
UNIT DIMEN H/W/D:
56.9x23.5x21.8
UNIT WEIGHT:
146
SUPPLY PLENUM SIZE:
20.5x14.35
RETURN PLENUM SIZE:
20.5x17.15
MANUAL D DUCT CFM:
1195 / ?
SUPPLY FAN CFM / SP:
1197 /A to.9
SUPPLY FAN H/P :
1/2
VENTILATION AIR CFM:
75
AHU OFF I INFILTRATION:
34
UNIT PHASE/ HERTZ:
1/60
UNIT VOLTAGE:
208/240
HEATER KW:
3.6/4.8
AHU + HEAT MOP:
25/30
CONDENSER MARK:
CU-1
NOMINAL A/C TONS:
3 (25-1000%)
UNIT MODEL NUMBER:
4A6VO036AI
UNIT VOLTAGE:
208/230/1 / 60
UNIT MCA / MOP:
26/ 40
UNIT DIMEN H/W/D:
41x34x34
UNIT WEIGHT:
335
COOL I OUTDOOR TEMP:
91
92
93
TOTAL COOLING KBTUH:
36.1
35.8
35.5
SENS. COOL MAX KBTUH:
26.3
26.1
25.9
SENS. COOL MIN KBTUH:
9.0
6.5
6.5
LAT. COOLING KBTUH:
9.7
1 9.7
1 9.6
SENSIBLE HEAT RATIO:
0.73
AHRI g 95: TC,SC,LC
35.0
126.3
1 8.
AHRI #:
6749790
TOTAL HEATING KBTUH:
33.4
SEER / HSPF:
19.75/10
THERMOSTAT MODEL:
PROGRAM
ALTERNATE BRAND EQUIPMENT WITH EQUAL
CAPACITY +EFFICIENCY IS ACCEPTABLE.
ACCU CLEAN FILTRATION IS RECOMMENDED.
HVAC CONTRACTOR TO PROVIDE EQUIPMENT
TIE DOWN AND INSTALL INSTRUCTIONS +
MATCHED EQUIPMENT AHRI RATINGS
ON SITE FOR FIELD INSPECTORS APPROVAL.
.(1331)
NOTE: THIS DRAWING PAGE IS NOT A CODE REQUIREMENT.
OPTIONAL ADVANCED HVAC UPGRADES SHOWN RIGHT.
EDUCATIONAL HEAT LOAD EXPOSURE DIAGRAM SHOWN LEFT.
DEDICA DEHUMIDIFICATION
PEAK, USE A PEAK MOUNTED DEHUMIDISTAT FOR CONTROL. SELECT A VENTILATING
DEHUMIDIFICATION
S. STEM FOR BUILDINGS THAT REQUIRE INTERIOR PRESSURIZATION, PROVIDE EQUAL AMOUNT OF
RELIEF
AIR FROM THE BUILDINGS CONDITIONED SPACE. NOTE THAT BOTH THE STANDARD "CODE MINIMUM"
EQUIPMENT SELECTION AND THE OPTIONAL STAGED CAPACITY EQUIPMENT SELECTION DO NOT
PROVIDE
CONTROLLED YEAR ROUND DEHUMIDIFICATION BECAUSE THE LATENT HEAT REMOVAL PROCESS IS
COUPLED WITH THE COOLING CYCLE ON ALL HVAC EQUIPMENT. CONTROLLING MOISTURE IN ALL
BUILDINGS REQUIRES DEHUMIDIFICATION EQUIPMENT THAT CAN REMOVE MOISTURE WITHOUT
__WM,I*9_SPACE, LFD RY I -ONE DEHUMIDISTAT CONTROLLER.
AIR HANDLING UNIT
DEHUMIDIFIER
WHOLE BUILDING DEHUMIDIFICATION
17>
DEHUMIDIFIER
SEALED ATTIC DEHUMIDIFICATION
I I ENERGY RECOVERY VENTILATOR I
THIS OPTION INCREASES THE HVAC SYSTEM EFFICIENCY FOR BUILDINGS THAT REQUIRE VENTILATION.
ALMOST EVERY MODERN BUILDING REQUIRES MECHANICALLY INDUCED VENTILATION AIR, TYPICALLY
THE VENTILATION AIR DUCT IS CONNECTED DIRECTLY TO THE AIR HANDLER MAIN RETURN AIR
PLENUM. INSTALLING AN ENERGY RECOVERY VENTILATOR INLINE OF THE VENTILATION AIR DUCT WILL
REDUCE THE COOLING SYSTEM DEMAND. THIS EQUIPMENT USES A ENTHALPIC CORE CAPABLE OF
EXCHANGING ENERGY FROM THE INTAKE AIR STREAM TO THE BUILDING EXHAUST AIR STREAM, WITH-
OUT MIXING THE TWO AIR STREAMS. A DAY TIMER AND AIR HANDLER FAN RELAY SHOULD BE USED SO
THAT THE EQUIPMENT INDUCES VENTILATION AIR DURING THE FAVORABLE TIME OF DAY AND WEATHER
CONDITIONS. PROVIDE A WALL MOUNTED CONTROLLER FEATURING ALL OPERATION MODES.
•
1EXHALIST
VENTILATION
AIR
TO AIR
HANDLER
DUCT ZONING CONTROL SYSTEM
THERMAL ZONE DAMPERS
RETURN AIR AIR HANDLING UNIT
BYPASS AIR DUCT CONTROLPANEL
T0
OT
THERMAL ZONES T
OPTION I GERMICIDAL AIR HANDLING TREATV�
FRESH - AIRE BRAND UV GERMICIDAL AIR HANDLING TREATMENT
THIS OPTION PROVIDES ULTRAVIOLET LIGHT SYSTEM(S) THAT KILLS AIRBORNE AND SURFACE
MICROORGANISM CONTAMINANTS LIKE MOLD AND BACTERIA. WWW.FRESHAIREUV.COM MODEL
TUV-200Q-1, 4 LIGHT SHOWN MOUNTS IN THE AIR HANDLER FOR FULL COIL COVERAGE.
TYPICAL VERTICAL
AIR HANDLER SHOWN
3 PIECE COIL GONFIG.
WITH 4 SURFACES
HORIZONTAL AIR
HANDLER SIMILAR
CY)
rl-
N-)
In
C-�
In
0
rl-)
I
LL_
LL
_j
0-
zl'
0
ft�
CN
Cf)
CfD
<
Cf)
0
;0-
I r
LLJ
z
0
C)
0
1
LL_
U�
n,-
CL
LLJ
U
LIJ
LLJ
0
<
LL]
DRAWN:
SCALE:
1/4" = 1'-0"
CHECKED & APPROVED
SHEET M-3