HomeMy WebLinkAboutAPPROVED PLANSWINDOW /DOOR CHART
MAGNOLIA AB ANTHONY BOVE
OPENING
PROTECTIVE
MFR.
IMPACT
Y N
NOA/FPA
UNIT FRAME
UNIT DIMENSION
ROUGH OPENING
U'
FACTOR
SOLAR V'
HEAT TRANS
GAIN
MANUFACTURES
DESIGN PRESSURE
RATINGS
TIPTOTIP
TO FACE OF BUCK
W (in.)
H. (in.)
W (in.)
H. (in)
W (in.)
H. (in)
1
3068 OPAQUE - OS
w/(2) EQ. LIGHTS
(35.75"x 95.25" panel)
BLASTPRO
Y
FL 17184.7 r8
74"
96-1/2"
74"
96-1/2"
74-1/2"
97-1/4"
0.14
0.01
+ 50.0 / -50.0 PSF
96-1/2"
96-1/2"
0.32 10.22
1
2868 OPAQUE - OS
(31.75"x 79.25" panels)
BLASTPRO
Y
FL 17184.5 r8
33-1/2"
80-1/2"
33-1/2"
80-1/2"
34-1/4"
81-1/4"
0.14
0.01
+ 65.0 / -65.0 PSF
1
2868 GLAZED - OS
(31.75"x 79.25" panels)
BLASTPRO
Y
FL 17184.9 r8
33-1/2"
80-1/2"
33-1/2"
80-1/2"
34-1/4"
81-1/4"
0.14
0.01
+ 50.0 / -50.0 PSF
1
SH 13
CWS
Y
FL 16177.1 r3
17-7/8"
37-1/8"
19-1/8"
38-3/8"
18-3/8"
37-5/8"
0.3
0.21
0.48
+/- 70.0 PSF
4
SH 25
CWS
Y
FL 16177.1 r3
35-3/4"
61-3/4"
37"
63"
36-1/4"
62-1/4"
0.3
0.21
0.48
+/- 70.0 PSF
2
(PR) SH 25 w/ MUTINS
w/ MULL BAR
CWS
Y
FL 16177.1 r3
72-7/8"
61-3/4"
74-1/8"
63"
73-3/8"
62-1/4"
0.3
0.21
0.48
+/- 70.0 PSF
Y
FL 9520.1 r8
1-3/8"x 3"
63"
62-1/4"
N/A
N/A
N/A
+/- 80.0 PSF
1
(PR) SH 25 (OPTION)
w/ I NTEGRAL MULL BAR
CWS
Y
FL 5823.2 r9
72-7/8"
61-3/4"
74-1/8"
63"
73-3/8"
62-1/4"
0.3
0.21
0.48
+/- 65.0 PSF
N/A
N/A
N/A
2
(PR) SH 26 w/ MUTINS
w/ MULL BAR
CWS
Y
FL 17339.1 r3
72-7/8"
70-3/4"
74-1/8"
72"
73-3/8"
71-1/4"
0.3
0.21
0.48
+/- 60.0 PSF
Y
FL 9520.1 r8
1-3/8"x 3"
72"
71-1/4"
N/A
N/A
N/A
+/- 80.0 PSF
2
SH 35 w/ MUTINS
CWS
Y
FL 16177.1 r3
51-7/8"
61-3/4"
53-1/8"
63"
52-3/8"
62-1/4"
0.31
0.19
0.42
+/- 70.0 PSF
11
12080 X/X/X/X SGD
CWS
Y
FL 20838.1 r4
173-5/8"
95-3/4"
173-5/8"
95-3/4"
174"
96"
0.4
10.19
0.38
+/- 50.0 PSF
A CUSTOM HOME FOR:
GROZA BUILDERS, INC.
MAGNOLIA AB
ANTHONY BOVE
123 Eden Creek Lane
JENSEN BEACH, FL. 34957
(ST. LUCIE COUNTY)
12
FLOAT FIN. STUCCO OVER 5
LATH/ WATER BARRIER
OVER %2" EXT. PLYWOOD
SHEATHING SECURED TO
PT 2x FRAMING
X
20'-9° Truss
Cupola
LL
L
Ultn
)
12
5�
1 j =11
rWRAPOVER
y
2'1
�p STANDING SEAM ROOF
' SYSTEM
N INCLUDING PANELS,
CAPS, VALLEYS, FLASHING,
& DRIPS
EXTERIOR INFILL FRAMING
2 BETWEEN LOWER AND
rJ UPPER TRUSSES SIDING NK' LAP
OVER
12 WATER BARRIER ON
5 %z" EXT. PLYD. SHTHG.
12'-1" Truss Bearing (Entry) I I
C CK
Ent
FI LD 26 Ga. ALUM FASCIA
17'-6" � �-41 F ME � P.T. SUB FASCIA
8'-1" Truss I
Main House
0'-0" Finish Floor
Finish Grade
esTw:r,0§E■-■I \
am
MOMMMILl
FRONT (NORTHEAST
ELEVATION 16" x16" CMU
COLUMN BLOCK
all
PEDESTAL
SCALE: %4" - 1'-011 w/ FLOAT FIN. STUCCO
CITY OF PT. ST. LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
BUILDING PERMIT
OWNERS NAME
CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD
PORT ST LUCIE FL 34953
OPENING PROTECTIVES (WINDOWS, DOORS, LITES, AND SKYLIGHTS), COMPONENTS AND CLADDING
NOTE: ALL MANUFACTURED HOLES FOR ANCHORING MUST BE FILLED WITH APPROPRIATE FASTENERS
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING AND HAVE APPROVED THEIR
USE IN THIS STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
NAME SIGNATURE
DESIGN FIRM CERT. NO
DATE
PRODUCT
MANUFACTURER
MODEL /TYPE
F.P.A. OR NOA (MIAMI DADE)
GLAZING DESCRIPTION
METHOD OF ATTACHMENT
BUILDING DESIGN
PRODUCT DESIGN
PRESSURES
PRESSURES
3080 ENTRY, OUTSWING
PLASTPRO INC.
FIBERGLASS, OPAQUE
FPA: FL 17184.7 (R8)
TO lx pt bucks: �" TAPCONS w/ 31/a' MIN. EMBED
TO 2x pt bucks: #9 x 2 / & #10 x 2 Y" wood screws
SEE ELEVATION SHEET
+ 50.0 50.0 PSF
IMPACT RATED
SINGLE LEAF
APP. DATE: 10-13-20
,
w/ 1 �" min. embed. HEAD: 6" off corners,
(OXO)
W/ SIDELITES (OXO)
SIDES: set 6" off corners & 14.25" o.c. between
THRESHOLD: �" x 2-�" conc. screws 6" off ends
2868 LANAI OUTSWING
FIBERGLASS OPAQUE
FPA: FL 17184.5 (R8)
TO lx pt bucks: �" TAPCONS w/ 3�" MIN. EMBED
PLASTPRO INC.
TO 2x pt bucks: #9 x 2 3/2", & #10 x 2 �" wood screws
SEE ELEVATION SHEET
+ 65.0 65.0 PSF
IMPACT RATED
SINGLE LEAF
APP. DATE: 10-13-20
w/ 1 / min. embed. HEAD: 6" off corners.
SIDES: set 6" off corners & 14" o.c. between
%4 THRESHOLD: ' x 2-3/4" conc. screws 6" off ends
2868 LANAI OUTSWING
FIBERGLASS GLAZED
FPA: FL 17184.9 (R8)
IMPACT
TO Ix pt bucks: �" TAPCONS w/ 31/a' MIN. EMBED
PLASTPRO INC.
TO 2x pt bucks: #9 x 2 �", & #10 x 2 Y" wood screws
SEE ELEVATION SHEET
+ 50.0 50.0 PSF
IMPACT RATED
SINGLE LEAF
APP. DATE: 10-13-20
LOW-E 366 INSULATED
w/ 1 �" min. embed. HEAD: 6" off corners.
GLASS TYPE 'A'
SIDES: set 6" off corners & 14" o.c. between
THRESHOLD: 3/4" x 2-�" conc. screws 6" off ends
GARAGE DOOR - SECTIONA
HURRICANE MASTER 824/811
NOA: 20-0901.17 IMPACT
(7) brackets to track, ea. side per mfrs. specifications
IMPACT RATED
z
DAB DOOR Co.
16' STEEL SECTIONAL
EXP. DATE: 08-14-21
@Each bracket to buck: 5/16" x 1-5/8" lag screws
SEE ELEVATION SHEET
+ 27.0 30.0 PSF
O
w/ hex washer head (type A)
o
WAYNE DALTON
8000/8100/8200
FPA: 8248.9 (R20) IMPACT
(7) brackets to track, ea. side per mfrs. specifications
GARAGE DOORS
16' STL. SECTIONAL
APPR. DATE: 12-15-20
@Each bracket to buck: 5/16" x 1-5/8" lag screws
SEE ELEVATION SHEET
+ 23.0 25.0 PSF
w/ hex washer head (type A)
SLIDING GLASS DOORS
8800 PVC SLIDING GLASS DOORS
FPA: FL 20838.1 R4
IMPACT
%e" tapcons w/ 1" min embed, (2) @each location
CWS WINDOWS
HEAD &SILL : 6" max off corners, 12" max. o.c. @
SEE ELEVATION SHEET
50.0 PSF
IMPACT RATED
(2) PANEL, 2 TRACK
IMPACT
LOW-E 366 INSULATED
each panel, 4" & 8" each side of
GLASS TYPE 'A'
APP. DATE: 10-13-2020
GLASS TYPE 'A'
meeting rails.
U F:.33, S.H.G.:.20
SIDES : 18" o.c. (glass type 'A')
WINDOWS -SINGLE HUNG
CWS WINDOWS
SH8100 PVC SINGLE HUNG
FPA: FL 16177.1 (R3)
IMPACT
%e" tapcons w/ 1" min embed, 2" min. edge dist.
IMPACT RATED
IMPACT
LOW-E 366 INSULATED
HEAD ONLY : 6" max off corners,
SEE ELEVATION SHEET
70.0 PSF
MAX WID. 51 %$"
APPR. DATE 10-13-20
U F :.30, S.H.G.:.21
17" max. o.c. betweenl0�" max. @
SIDES : 4" above sill, 4" above and below mtg. rail.
MAX HGT. 63 a
10%" o.c. between corner & mtg. rail anchors
WINDOWS -ACCESSORY
FPA: FL 9520.1 (R8) IMPACT
(4) %6" tapcons in ea. mull clip @head &sill
MULL BAR
CWS WINDOWS
3" (21%6" x 1 %$") PVC MULL BAR
APPR. DATE 10-13-20
w/ 1" min embed & 1" min edge distance
SEE ELEVATION SHEET
80 PSF
WINDOWS -SINGLE HUNG
CWS WINDOWS
SH8100 PVC SINGLE HUNG
FPA: FL 5823.2 (R9)
IMPACT
%a" tapcons w/ 1" min embed, 2" min. edge dist.
IMPACT RATED
Z
�
OPTION:
IMPACT
LOW-E 366 INSULATED
HEAD &SILL: 6" max off corners, 4" max + 3" max
SEE ELEVATION SHEET
65.0 PSF
MAX WID. 72 �/$"
�
a
TWIN WINDOW UNIT
APPR. DATE 10-13-20
U F .30, S.H.G.:.21
+ 3" max. off mull bar/center. 10 i/a" max between
�
(`lo SIDES : 6" max. off corners &meeting rail,
MAX HGT. 63 %"
w/ INTEGRAL MULL BAR
12 %4' max. between.
EDGE-LOC 1.0 x 16" 24 Ga.
NOA: 17-1002.16
Fastener: #10-13 x 1" long corrosion resistant
- 59.75 (field)
ROOF FINISH -MAIN
PETERSON ALUM. Co.
STANDING SEAM STL. PANELS
EXP. DATE: 03-16-24
pancake head screws @ 16" o.c. in field
See NOA installations details sheet provided
- 101.00 (Perim. &Corner
)
UNDERLAYMENTS
�
Underlayments must be ASTM D226 Type II,
Per FBC-R R905.1.1.1 : (2) layers min overlapped 19"
a
VARIOUS SUPPLIERS
ASTM D4869 Type IV, & D6757
secured w/1" dia. mtl. taps & 0.083 dia. shank nails
NAILABLE
C)
Complying w/FBC-R 2020, 7th Ed. R905.1.1.1
3
/4�• min into shthg.,12" o.c. in field, 6" o.c. @edges
UNDERLAYMENTS
"POLYSTICK MTS' or POLYSTICK MTS Plus
NOA: 17-0614.22
Self Adhered directly to plywood deck
POYGLASS US
Self adhering Rubberized Asphalt Waterproof
(or'nailable underlayments' secured as noted above)
SELF ADHERING (PEEL &STICK)
Membrane Glass Fiber reinforced.
EXP. DATE: 09-13-21
w/ 3" min. horizontal laps & 6" min vertical laps
TRIPLE 4 FULL-0-VENT ECO
FPA: FL 16503.1
SOFFIT
KAYCAN LTD
VINYL SOFFIT PANELS
REV. DATE: 02-13-18
2x4 BRACE AT CENTER OF PANEL
+23.6 / -28.8
+ 66.7 66.7 PSF
FLORIDA METAL PRODUCTS
FLAMCO
FPA: FL 21580.1
Apply roofing cement to underside, back, &side
ROOF VENTS
�
flanges of roof vent. Cement to be'/q" min. thick
+/- 46 PSF
INC.
LOW PROFILE OFF RIDGE VENTS
APPR DATE: 12-12-17
& extend 2" beyond &onto roofing underlayments
� IMPACT RATED
DOOR, LITE, &
FRAME ASSEMBLY
TAPERED COLUMN:
FLOAT FIN. STUCCO OVER
LATH /WATER BARRIER
OVER %" EXT. PLYD.
ON PT 2x FRAMING
1 V V V LI\I 1llIYV
AT ENTRY
ROOF PLAN -BIRDS EYE
SCALE: %$" = 1'-0"
+ 36.2
�L TYP. AT CORNERS
+ 00.0
`IMPACT RATED
39.4
AND OPENINGS:
00.0
SINGLE HUNG
4" RAISED
PVC WINDOWS
STUCCO BANDS
FLOAT FINISH
I ROOF FINISHES I
24 Ga. STANDING SEAM PANELS & ACCESSORIES
SECURED USING FASTENERS AND SPACING PER MFR'S
SPECIFICATIONS ON SELF ADHERING RUBBERIZED
GLASS FIBER REINFORCED ASPHALT WATERPROOF
MEMBRANE APPLIED DIRECT TO TO SHEATHING
FLASHING : GALV MTL.
DRIP EDGE: 26 Ga. ALUM.
ROOF SHEATHING
PER FBC- R TABLE R 803.2.2:
%" (1%2") APA RATED 40/20
CDX EXTERIOR PLYWOOD SHEATHING
SECURED TO TRUSSES USING FASTENERS AND SPACING
PER ROOF SHEATHING ATTACHMENT NPTES
AND DETAILS ON SHT. A5
1'-0" OVERHANG TYP.
ALL SIDES.
PERFORATED
VINYL SOFFIT
PANELS
CONC. DRIVEWAY
0'-0" Finish Floor
Finish Grade
DRAWING INDEX
BUILDING
C1
COVER PAGE
Al
FOUNDATION PAGE
A2
FLOOR PLAN
A3
ELECTRICAL PLAN
A4
EXTERIOR ELEVATIONS
A5
ROOF PLAN
A6
HVAC PLAN
S1
ENGINEER DETAIL PAGE
S2
ENGINEER DETAIL PAGE
CRITERIA
BASIC WIND SPEED, Vult 170 MPH
BASIC WIND SPEED, Vasd 132 MPH
RISK CATEGORY II
WIND EXPOSURE C
INTERNAL PRESSURE
COEFFICIENT +/-0.18
COMPONENT AND CLADDING
ASD WIND PRESSURE (PSF) to
FULLY ENCLOSED STRUCTURE
IMPACT GLASS: __ X __APPROVED SHUTTERS ------- BOTH
MAIN WINDFACE RESISTING SYSTEM
BUILDING &TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
WIND DESIGN METHOD ASCE 7-16
THE 2020 FBC 7th EDITION CHAPTER 1609
THE 2020 FBC-R (RESIDENTIAL) 7th EDITION CHAPTER R301
17 m1a VE I
WATER - AIR - LAN D
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
Digitally signed by Christopher D BeE
Christo D B, DN: c=US, o=Unaffiliated,
Qu=A01410D00000172B9270F63000
� B2DA, cn=Christopher D Beers
eer - y• ° -
� STATE OF � "Date: 2021.09.24 17:04:53-04'00'
%0�4•.'toFtivr�y`� CHRISTOPHER D. BEERS, P.E.
FLORIDA LICENSE NO. 64594
r�
J
m
Iw-1 M
U
PERM
FOUNDATION NOTES
ALL CONC SHALL HAVE A MIN. COMPRESSIVE STRENGTH
OF 3000 PSI @ 28 DAYS FOR FOOTINGS AND SLABS
REINFORCING STEEL (REBAR) SHALL BE ASTM GRADE 60
DEFORMED BILLET STL.
CLEAR COVER SHALL BE: MIN. 3" MIN. FOR FOOTINGS
MIN. 1-1/2" FOR BEAMS.
LAP STEEL MIN. 25"
STANDARD HOOKS w/ 90 DEGREE BENDS.
FTG. SHALL BEAR ON UNDISTURBED SOIL A/0 PROPERLY
COMPACTED, CLEAN FILL (2000 PSF MIN).
FILL MATERIAL SHALL BE COMPACTED TP 95% DENSITY OF
A STANDARD PROCTOR.
TO BE VERIFIED BY GENERAL CONTRACTOR.
ELECTRIC SERVICE GROUND TO BE BONDED TO FTG. STEEL.
CONTRACTOR TO VERIFY ALL BELOW AND IN SLAB PLUMBING,
HOSE BIB LOCATIONS, AND TYPES.
CONTRACTOR TO ROUGH IN A/H CHASE A/0 DRAIN LINES
AND CONDUIT(S) AS NEEDED.
CONTRACTOR TO VERIFY ALL OPENINGS & PROVIDE FOR SLAB
RECESSES, SILLS, & CURB REQUIREMENTS @ ALL DOORS.
LAP ALL HORIZONTAL FTG. STEEL (REBAR) 25" MIN.
ALL STL. TO BE MIN. GRADE 60.
BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH:
THE 2020 FLORIDA BUILDING CODE 7th Ed.
THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL 7th ED.
ALL LOCAL CODES AND ORDINANCES AS THEY MAY APPLY.
FINISH
FLOOR
MINIMUM 12" SLOPE 1/6 MAX
OF FOOTING �\
BELOW GRADE 16" •`
45° FLARE
(2)#5 BAR 6"MIN.
CONTINUOUS
3" MIN.COVER
CED
3" TYP 3" TYP
16"
MONO EDGE
FOOTING
SCALE:NTS
RAISED
CURB
FINISH
OOR
MINIMUM 12"
SLOPE 116 MAXOF
FOOTINGBELOW
GRADE 16"FLARE
W
(2)#5 BARIN.
CONTINUOUS3"
MIN.COVER3"
TYP
TYP. FOOTING
W/ RAISED CURB
SCALE:NTS
MINIMUM 12" SLOPE 1/6 MP
OF FOOTING
BELOW GRADE 16"
(2)#5 BAR
CONTINUOUS
3" MIN.COVER
F 1 D 3" TY
MONO EDGE FOOTING
0 SHOWER RECESS
SCALE:NTS
FINISH FLOOR
INTERIOR
%" x 8" LONG (2)#5 BAR
WEDGE CONTINUOUS
ANCHORS ►
16"x16" FOOTING
w/ (2) #5 BARS
F2 -.
FIBERMESH
F2 N OR
STEP FOOTING 6"x6" 1%o WIRE
INT. BRG / NON BRG. WALLS
SCALE:NTS
MAIN FINISH
FLOOR
SEE DOWEL OO #5 REBAR
PLAN `tea CONTINUOUS
1
16"x16">y
FOOTING Sf
w/ (2) #5 BARS
FIBERMESH
F2 CMU OR
STEP FOOTING 6"x6"'°/,o WIRE
@ CBS WALLS
%2' x 8" LONG
J-BOLTS OR
•d ° " ANCHORS CALLED
OUT ON PLAN
ed
d °
LO
I � [ I], � � �- -
I ` (2) #5 BAR CONTINUOUS
w/ 25" MIN. LAP AND (1) #5
VERTICAL BAR @ CORNER
d - SEE FOUNDATION PLAN
MONO FOOTING CORNER DETAIL
SCALE:NTS
LL
+
VERT. OR LATERAL
BEARING WALL
/% (2) #5 BARS
Z / CONTINUOUS
4" MIN.
CONCRETE SLAB
TURN CONCRETE
DOWN INTO PAD
4" MINJ T
CONCRETE
SLAB . a'• i
• . FIBERMESH
OR
(K)
6"x6" 1%o WIRE
16"x16" FOOTING C:��D
w/ (2) #5 BARS
BELL FOOTING PAD FOOTING
@ INT. FRAME WALLS BEARING
22'-4"
41-811
SCALE:NTS
PAD TO BE POURED
INTEGRAL w/ SLAB
FIBERMESH
OR
6"x6" 19/10 WIRE
# 5 BARS 8" O.C.
EACH WAY
3" BOTT. CLEARANCE
20'-0"
16" FOOTING DEPTH
DETERMINED BY LOWEST
FINISH FLOOR ELEVATION
EITHER SIDE OF CURB
MINIMUM 12"
OF FOOTING
BELOW GRADE 16"
(2)#5 BAR
CONTINUOUS
3" MIN.COVER
F3 CURB 3"
TYP. FOOTING
W/ RAISED CURB
SCALE:NTS
4" MIN CONCRETE SLAB
SLAB REINFORCING:
4" MIN
FIBER MESH or 6x6 ' io W.W.F
RAISED CURB
SEE STRL. NOTES
Z)
FIN. FL. - ELEV.
6 MIL POLY
U
&PITCH VARIES
VAPOR BARRIER
EA. SIDE OF CURB
45° FLARE
6"MIN.
BOTH SIDES
16"
3" TYP
TURN SLAB REINFORCING
MESH DOWN (IF USED)
FROM EACH SIDE OF CURB.
DO NOT RUN CONTINUOUS
17'-4"
CLEAN, COMPACTED FILL
4" SLAB
TYP. CONCRETE SLAB
SCALE:NTS
FILL TO BE TREATED AFTER PLUMBING ROUGH
AND BACKFILL AND BEFORE INSTALLATION OF
VAPOR BARRIER
F1S
F1 F1 F1
----- -- -
1
RECESS SLAB __I ,RECESS SLAB '
I
I I ' + I y" FOR DOOR p I I y" FOR DOOR :+
I I I I +
I I M I I
II CD I I
1 1'-10" 2'-82'
I I , M - I i
1 L+ 2 -0n 0 14i -8n 3 -4n I v
I I 1 i+
� L
r--------------- (0-1
I =
I r--
' ----J
LD
F3 F2CMU F2 CM
I
2x4 BRG. & Pi MBG. WALL RECESS SLAB 4'-92" 10'-94" :+
I 81-8 1 2 4" FOR S.G.D.
I
5�_63111
1 4 , r------------TT P2POST I
�115 LVw ' (1) HTT4 THRU ;
L--------------J = PLATE TO SLAB 1
TOP OF FINISH SLAB ,=1 N
r- - - - - - - - - - - - - - - - - - - - - - J
ELEVATION +0.0" F3 1 '+_
BRG. 2x4 WALL 1
L----------------------
SLAB NOTE F3
I
3000 PSI CONCRETE SLAB 2x4 BEARING WALL i
4" THICK W/ FIBERMESH a 111_0 �4'1 i
(OR 6"X6" 10 /10 W.W.F.) °
I i+
OVER 6 MILL VISQUEEN AND�� ��I ° 14'-4 1 " I
CLEAN, COMPACTED, TERMITE �, 8 -7 z I 14 I
TREATED FILL z i i---, i o
ZD I
ICI II III I
TYP. @ INTERIOR BEARING WALLS: I ' - C7 I i i � 7�� I
SECURE P.T. PLATES TO SLAB as ; I I o i i i ° 6 _ 1 ; +
w/ /2" x 8" L. WEDGE ANCHORS c7 ill Z' I __
@ 32" o.c. MAX. a: I,i _ N O i I Exterior to CL ofpolt
w/ (2) WASHERS & NUT
z IlI
i '
P3 POST I REF I I
' 2 HTT4 THRU +
1 O
I PLATE TO SLAB I I
1 6'-108" 12'-10$" g'-12" NOTE: - - - 4-4- :7
PROVIDE IN -SLAB -
p p CL p p CL p p LINE FOR REF. 4'-9A 3'-2—" I
+
I Exterior to ofpost of post to Post of post to post / ad 2 2 � �1 --
I ICE MAKER I
' 5'-0 1/4" P2 POST
I , I
(1) HTT4 THRU
L---------J -------------- I— PLATE TO SLAB
— — 30"x 30"x 18" D.
R, CONC. PAD O --
I =--' w/ #5 BARS 8" o.c. E.W. ------ --- —-------
-----------I r-------------- I L---------- _� I �----- i
0130
1 - - - - - F3 rt-z. —'I ---- -�- / / +
F4 ----------
IL r--------------------
I 30"x 30"x 18" D. F3 i i L- +--' F3 -------J wH o F2 1
CONC. PAD ,--1 PI POST
' w/ #5 BARS 8" o.c. E.W. ' ; 2x4 BEARING WALL
1 , 1„ I I N (1) HTT4 THRU
1 19 -11 / ; i F2 PLATE TO SLAB I --
1 2x4 BEARING WALLS i I 11'-111" ' O O ' +
2 5'-10" 2'-10"
+
131_6" 1
zI
' LL
� p
1 M o I N I
Ln I
SLOPE
I N
I
I
I
' 14'-4"
L---------- --------------------
' RECESS SLAB w i 2 OVERALL
1 Y2" FOR DOOR 1
I N ; O
I I LL 1 in
L_----- ----------- I 1 w
i+ i i+ + ;% I
I I I
F1I -'--------------- ---� 1 a
I I U)
n_ LL +� +' �+ ' 1 w
I OJ ' ' u
Of w
20'-10" I 6'-4" a 11'-6" 8* + T 20'-0" o
O ; e0 F2 CMU I i i o
_' I c I I O 1 cn
110 ------------------------------------------ ----J 1 U I
+ + in + ; LL ;
+ + 1 -- I I
bo F1
--
�_I+I ;+ +� ;+� ;+
�
1
51-411 �
I
------
(EEO
19'-2" 19'-10" 20'-8"
TERMITE NOTES:
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND
NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWEL SHALL BE PROVIDED.
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'4"
AWAY FROM BUILDING SIDE WALLS.
3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL
IS COMPLETE.
4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST
RAINFALL DILUTION.
5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE AND/OR
GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS.
6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION.
7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
BY A FLORIDA LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.
CONTROL JOINT NOTES:
1. PROVIDE CONTROL JOINTS PER ACI 2243R.
2. JOINTS TO BE TOOLED IN A STRAIGHT LINE, WHEN FINISHING SLAB
OR, SAW CUT WHILE THE SLAB IS STILL GREEN.
3. THE MINIMUM DEPTH OF THE JOINT IS TO BE 25% OF THE SLAB THICKNESS.
4. LOCATE JOINTS APPROXIMATELY 10'-0" O.C. EACH WAY.
5. JOINTS TO EXTEND OUTSIDE WALLS OR SLAB STEPS.
6. LOCATE AT LEAST ONE JOINT TO INTERSECT EACH INSIDE CORNER OF SLAB
OR EXTERIOR OF SLAB.
7. JOINTS TO AVOID SHOWER RECESSES.
BATH 3 42" VENT C.O.
I
I
I
WC
SHWR LAV
I
3„ 2"
3" 2"
DW KITCHEN
3 SINK
w/ STUDER VENT
2" VENT L C.O.JI
M LAUNDRY
i I
N WASHER '
(GRAY BOX) "
2"
200
ENSU ITE
3„ 3
2" VENT C.O��L BATH
1211 VENT C.O.
� I
BATH 2
I I
LAV SHWR
LAV TUB
LL2" 2" 2"
4" CONC. SLABS 311 ON GRADE 2„
FOR C.U. AND WC 3" WC
WELL PUMP 3 n
VERIFY SIZES
IN FIELD 2" 3"
TUB 3" 3"
4"
4" 2-WAY C.O.
4 Y2" WIDE SLAB @ +0.0"
BETWEEN SHWR. & GARAGE 4"
DROP SLAB EA. SIDE
- TO SEPTIC TANK
°O AND DRAINFIELD
E
PLUMBING RISER
N.T.S.
00
N
CD N
DIMENSION KEY
3'-0"
STRL. DIMENSIONS
3'-0"
PLBG. DIMENSIONS
Chr
Bee
NOTE:
PLUMBING CONTRACTOR TO VERIFY:
PLUMBING LAYOUT AND RISER DIAGRAM
- ALL PLUMBING WALL LOCATIONS
- PROVIDE DOCUMENTATION OF
COMPLETED WORK TO
GENERAL CONTRACTOR.
( W A T E R- A I R- L A N D
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
'►►►►ii�rr►►f
c •' o IE ', Digitally signed by Christopher D Beer
J: 1' DDN: c=US, o=Unaffiliated,
ou=A01410D00000172B9270F630000
- ; c - B2DA, cn=Christopher D Beers
:. STATE of : a� = Date: 2021.09.24 16:59:13-04'00'
g•"""'- CHRISTOPHER D. BEERS, P.E.
<<�'S 4� L Sv ►�� ` FLORIDA LICENSE NO. 64594
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DATE
2/12/2021
DESIGN BY
CHECKED BY
MODEL
MAGNOLIA_B_BO
OWNER
REV
DESCRIPTION
I
P1 11 MAY 2021
2
P2 08 JUN 2021
3
P3 25 AUG 2021
4
5
6
7
8
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W
Z M
LL H
Y
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C<C
z N w ~
O
SHEET
Al
OUNDTION
SIC/A �E= V-0"
2
OF 8
PERM
CASTCRETE PRECAST
LINTEL SCHEDULE
TYPE DESIGNATION
= FILLED WITH GROUT I U = UNFILLED
FF
QUANTITY
OLOADOF #SNTEL CAVITY FOR FIELD ADDED AR AT
rG BOTTOM
8F16-1B/1T
NOMINAL WIDTH J
LOUANTITY OF 15 FIELD
NOMINAL HEIGHT
ADDED REBAR AT TOP OF
COMPOSITE U-LINTEL FOR
UPLIFT LOAD
D ADDED REBAR AT
COMPOSITE
EL MIN. (1) REOD
1 /2" CLEAR
2
aFIELD
PLACED C.M.U.
W
°
uTFor a 5'-10"
overall length U-lintel Type
8F16-113AT:
zIELD
Safe superimposed gravity load
= 4360 PLF
ADDED REBAR AT
Safe Superimposed uplift load
- 2080 PLF
TOM OF U-LINTEL CAVITYSafe
TTOM REINFORCING
superimposed lateral load = 339 PLF
7-5/8" ACTUAL PROVIDED IN U-LINTEL
8" NOMINAL WIDTH (SEE REINFORCING SCHEDULE)
Beam
Safe
Applied
Safe
Applied
Composite
Gravity
Gravity
Uplift
Uplift
Load
Load
Load
Load
1
2'-8"
fi I 1
� 1000
500
8F16-1B-lT
6113
<1000
2724
<500
5
5'-5"8F16-1B-lT
5'-10"
4360
<1000
2093
<500
8
7-7
8F16-1B-lT
1843
<1000
1133
<500
16
15'-5"
1T-4"
PRESTRESSED
8F16-1B-IT
950
<1000
404
<500
18
19'-5"
PRESTRESSED
8F16-1B-IT
598
<1000
306
<500
POST SCHEDULE
MARK
SPECIFICATIONS
THREE P.T. 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12"
o.c. STARTING 6" FROM ENDS.
P1 POST
ATTACH BOTTOM OF POST TO SLAB w/ (1) SIMPSON "HTT4" AND
TOP OF POST TO GIRDER TRUSS w/ (1) SIMPSON "HTS20"
USING ANCHORS PER MANUFACTURE'S SPECIFICATIONS & RECOMMENDATIONS.
THREE P.T. 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12"
o.c. STARTING 6" FROM ENDS.
P2 POST
ATTACH BOTTOM OF POST TO SLAB w/ (1) SIMPSON "HTT4" AND
TOP OF POST TO GIRDER TRUSS w/ (2) SIMPSON "HTS20"
USING ANCHORS PER MANUFACTURE'S SPECIFICATIONS & RECOMMENDATIONS.
THREE P.T. 2x4 STUDS NAILED TOGETHER WITH 16d NAILS EACH FACE AT 12"
o.c. STARTING 6" FROM ENDS.
P3 POST
ATTACH BOTTOM OF POST TO SLAB w/ (2) SIMPSON "HTT4"
TOP OF POST TO (GIRDER) TRUSS w/ (2) SIMPSON "MGT" / "HDU4" (COMBO)
USING ANCHORS PER MANUFACTURE'S SPECIFICATIONS & RECOMMENDATIONS.
NOTES:
POSTS ALTERNATE: ENGINEERED SINGLE MEMBER WOOD POST
TYPICAL ABOVE ALL POSTS:
PAD & INFILL AT TRUSS SIDES AND BETWEEN TRUSS WEBS AS NEEDED
TO ALLOW FOR TRUSS CONNECTOR.
TYPICAL @ BOTTOM OF EACH POST, IN ADDITION TO SPECIFIED ANCHOR
INSTALL (1) SIMPSON SP4 STUD PLATE TIE @ EA. STUD IN POST
(OR 1 t/Z" o.c. IF SINGLE MEMBER POST)
ROOF FINISHES —
SEE ROOF PLAN & ELEVATIONS
TRUSS TO BEAM:
SIMPSON (OR EQUAL)
HTS20 w/ (10) 10d x %2" NAILS
TO TRUSS & (14) TO BEAM
26 Ga. ALUM.
DRIP EDGE
2x4 END RAIL
NAILED w/ (2) 12d NAILS
TO TRUSS TAILS
26 Ga. (MIN.) ALUM. FASCIA
END RAIL ATTACHED
w/ ROOF NAILS @ 12" o.c.
PREFIN. VINYL SOFFIT PANELS
SET IN & SECURED TO FASCIA, 1'-011
T CHANNEL
POST TO BEAM: °
@ EXT. SIDES, (2) MSTA24 STRAPS
EACH FACE OF POST
w/ (18) 0.148 x 2-1/2"
9 EA. TO BEAM & POST
%" MIN. STUCCO ON 15# FELT BACKED
MTL. LATH ON (1) LAYER
WATER RESISTIVE BARRIER
Y2" EXT. PLYWOOD
SHEATHING
%2" x 2" RAISED
STUCCO BAND
P.T. 6x6 POST
%Z" EXT. PLYWOOD SHEATHING
%" x 3 %" RAISED
STUCCO BAND
SLOPE STUCCO FINISH
AT CAP
ENGINEERED W
ROOF TRUSSES
L 2" MIN STUCCO ON
3/" PAPER BACKED
HIGH RIBBED LATH
(3) 2x12's
11
w/ %2" PLYWOOD
FLITCH PLATES
CONT. 2x4 NAILER
w/ (1) H3 CLIP @
EA. STUD - BOTH SIDES
BOX FRAMING:
(2) ROWS 2x4 STUDS
w/ INTERIO & EXTERIOR
-
-
-
-
STUDS ALIGNED
BOTH SPACED @ 24" O.C.
-
-
w/ TOP & BOTTOM PLATES.
PROVIDE 2x4 BRACE @ EA.
STUD, AT BOTTOM
'--I
I
+
SIMPSON OR EQUAL
AB POST BASE
CO
w/ 1/2" WEDGE ANCHOR
'
w/ NUT & WASHER
(8) 10d NAILS TO POST
PT 2x4 NAILERS
4" PC OR CIP CONC. CAP
U °
16N16" CMU COLUMN BLOCK
°
w/ (2) #5 DOWELS VERT.
"
IN FULLY GROUTED CELLS
�+
A
d
°
A
N
00
00
A
A
°
N
d
A A
0'-0" Finish Floor
dA A
(Top of Slab)
A
°
a • A A
d � e
° d °
A A
d a
°.A Ad
16N16" MONOLITHIC EDGE
A
(AT CORNER)
°
A
w/ 16"x16" x 4"+/- RAISED CURB
° `
w/ (2) #5 BARS
& #5 CORNER BARS
_411
ENTRY PIER
DETAIL
SCALE: 3/4" = 1'-0"
4" CONC. SLAB
SLOPED %$" PER FT.
TRUSS / ATTIC SPACE INSULATION:
R-30 BLOWN IN INSULATION INSTALLED
OVER ALL CONDITIONED SPACES ABOVE AND ATOP
BACKSIDE OF GYPSUM BOARD CEILINGS.
SEPARATE NON -CONDITIONED SPACES.
(GARAGE, AND ENTRY)
w/ VERTICAL THERMAL BARRIERS USING
R 30 BATT INSULATION.
DWELLING —GARAGE SEPARATION
2020 FBC—R R302.6
THE GARAGE SHALL BE SEPARATED FROM THE
RE5IDENGE AND ATTIC BY NOT LESS THAN 1/2
INCH GYPSUM BOARD APPLIED TO THE GARAGE
SIDE.
HABITABLE ROOMS ABOVE 6ARAGE SHALL BE
SEPARATED FROM GARAGE BY NOT LESS THAN
5/8 IN. TYPE "X" GYPSUM BOARD OR EQUIVALENT.
5TRUGTURE(5) SUPPORTING A FLOOR / GEILIN6
ASSEMBLY USED FOR SEPARATION, SHALL BE
PROTEGTED BY NOT LE55 THAN 1/2 INGH 6YP5UM
BOARD OR EQUIVALENT
OPENING PROTECTION
2020 FBC—R R302.5.1
OPENINGS FROM A PRIVATE GARAGE DIREGTLY
INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED.
OPENINGS BETWEEN THE GARAGE AND
RE5IDENGE SHALL BE EQUIPPED WITH 50LID
WOOD DOORS NOT LESS THAN 1-3/8" THICK,
SOLID OR HONEYGOMB GORE STEEL DOORS NOT
LESS THAN 1-3/8" THICK, OR 20-MINUTE
FAT
DUCT PENETRATION (AT GARAGE)
2020 FBC—R R302.5.2
DUCTS IN THE GARAGE AND DUCTS PENETRATING
THE WALL5 OR GEILIN65 5EPARATIN6 THE
DWELLING FROM THE GARAGE SHALL BE
GON5TRUGTED OF A MINIMUM NO. 26 GAGE (0.48
MM) SHEET STEEL, I INGH MINIMUM RIGID
NONMETALLIC GLA55 O OR GLASS I DUCT
BOARD, OR OTHER APPROVED MATERIAL AND
SHALL HAVE NO OPENIN65 INTO THE GARAGE.
22'-411 20'-011 17'-411
81_211 31_211 111_011
21_011 31_211 71_011 31_211 21_0"
3
3 3
'RAIN'
SH 25 EGRESSI
SHOWERHEAD
SH 25 EGRESS SH 25 k1RESS1
BEDROOM 4
8'-0" FLAT CLG.
12'-111"
■
■
-
■
■
■
■
■
■
■
■
O
PITCH BREAK 1
@ 8'-0" M
N
• '�'
LANAI
_ _ 8'-0" CLG.
■ ----------------
F 8'-8" COFFER
2.5 VAULT
21_011
i
-
■
_
STUCCO FINISH
i
FRAM X
GLASS ENCLOSURE O
-
N
3 '
�
3
8"x 12" COL. BLOCK
c, i
,
1„
�c
N
,
4'-4"
EA. SIDE OF OPENING M
g -0oil 2
11
M
21_0"
141_8" 3'-4"
° 8.' 161_011
BATH 3 vs 42
°
-
12F24-26/2T x 16'-8" 3 -4 +
'
,—I
PCL + 2 COURSE 12" BILK. POCKET
8'-0" F CLG.
o
_'
TOP BRIG @ 10'-1" VERIFY
M
°O
ENSUITE M
O
2x4 B G. ALL -1"
2868
C7
i PERIMETER FLAT CLG 8'-0"
i
O
1
'y
COFFER TO 8'-8"
_____
5'-11111 ^
=
O
12080 POCKET SGD
=
i
II
51_411 51_ " 2
I --I
HALL 7t. z
oZ F---
FLAT CLG. ( IM
-----------
-------- 1
-
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` g0"
■
pA,,4068
BF 2?,SO"
N
FLAOT CGE�M'
N
a w i ,�I I
R. & SH. a V1 N
i =
cV
�,
NOOK -
2x4B WALL 8'-1"
t------------ --�
2868
-
-,---------
fV
21_�n
i
�
10' 0" FLAT CLG.
-
DBL 2x12 HDR. O
O
D. VENT
i
4 %" KNEEWALL -
T�N
C71 I 1 fV 2x4 BRIG. WALL
@ 8'-1"
M
■
■
TO ROOF
FLOW
z VESTIBULE 868
^
1 111 1 111 1 111
5- I 1 11 3 -0— 3 -7 1 11
I 11
OUNTERTO 1
111
7 -6-
VC
W I I �� 1= BL 2
O 8 -0 FLAT'CLG. 1 _ _ _ _ _ _ _
'� H
_ _ _
2 1 2 2 2 -4
6 3 LA DRY o
LAT CLG.
2 N 2868
00
o BEDROOM 3
Ln 8'-0" FLAT CLG.
�n
N
3 8' 141.4211
M 46 V
61_4111
8" 8'-0" 2
00 _7777
_' ■ = 2x4 BRG. WALL
----------------
4068 BF 2 _
TYP. @ ALL INT. WOOD FRAME
BEARING WALLS:
INSTALL (1) SIMPSON HTS20
AT EACH TRUSS ALONG WALL
U.N.O
811 131_811
BEDROOM 2
I� 8'-0" FLAT CLG.
M
I■ ■
SH35 EGRESS
5
O 41 _ 811 41 _ 611
I
■
O
1
N
4 4 -6 ^
N iA-ry 4CCE S
1-4%411 211 1.7 Y41I ,L F.F�,� 61_5 1�11
O o - _
i > \ \ I�
— — — ,--I
IC1�
COOKTOP I O �
w/ M.WAVE - - -
°' ABOVE a� E SUITE WIC 2
00 Ln DRAWER ° > o I ■
AB. BELOW ' O 1_011 BATH N
i 8' 0" FLAT _ I
,M-I —
O >
ALL OVEN
x •�
i N ,--I p --------
DRAWER ■ -
BASE CAB. BELOW fV bh
21'-10" I
KITCHEN _ _ _ ' RAIN' Ln
i i --11N 10' 0" FLAT CLG. \� // SHOWERHEAD
v REF
L - - - - - - - - - - - - - - - - - - - - - - 1 1 11
81_811 31_511 21_511 3 2 N 61-211 \, 41_011//
C. /
O 5068 BF 8'- ' F T F. S. TUB i' W N
M
19 -6
GREAT ROOM
✓IETER FLAT CLG 10'
COFFER TO I F-0"
Ln
N
11'-0"
COFFER
P2 POST
PANTRY
P2
0 �°
:lei:
M �10'-1" BRG GIRDER "FG1"
OVER OPENING
CV
(4) SH.
-
0
i
_ _
I
c
S
■
00
2x4 BRIG. WALL FLAT OPENING
2x4 BRIG. WALL @ 10'-1"
M
_
'
@ 10'-1" @ 8'-0" ,
P2 POST
_
WH O
METER AND
Io z = (V
o Z 0
I I,,,
10'-1" BRG
L2
,�
'
200
LOCATE
PANEL
N FIELD
ID MAIN DISCONNECT
LOCATE IN FIEL
x W�,
o
d
[V
Ca O
I
a
4" STEP DN.
CRAS
P1 POST
8'-1" BRIG.
2868
-
-
2'-10" POLE
T
II
o
II i�
x
11
4
r-----------
-----
51_7111
°
8'-01"
1 II k
I 11
_ _ _ _ _ _ _
T
L�" s4" �� 1 11
11
2
2
I
11-8 N
,
5-10
ATTI Ei 13-6
=
I
LOCATE IN FIET D�
--------
BATH 2
I l z
TYP @GARAGE WALLS:
8'-0" FLAT CLG.
N
I o
(1) SIMPSON HTS20
a o
FOYER I o °°
FLEX ROOM
AT EACH TRUSS
R-I I INSULATION
o
'RAIN'
.—I
10'-0" FLAT CLG. H
10'-0" FLAT CLG.
w/ -
O
Q
WRHEAD
I a
O
N
O
I
'�
o
GARAGE
F-� 16
� '-' C7
8'-0" FLAT CEILING I
O
O
'
ii
12'-1" B
G. N OVER
PENINGS @ENTRY: -
O
C4 o
44
ABOVE INT. FIN. FLOOR
( )
0
w
W
P
8
8-1B/1T x T-8" ,
w Q�
�
x
3080 SC PCL
5 COURSE 8" BILK. E
4 Z w
I
■
8'-1" BEARING
-
pp
_
4" STEP
12-1' BRG.
N
Q
H
a
,n
x
i
00
111.811 � 61.4" 4" 31_0" (2) sH26/6-4" 2,-2„ x
E WRY _ 2x4 KNEE ALL
(3) 2x12 BEAM - =
@ 12'-1" ' _ _ _ _ _ _ _ _IT-O" FLAT CLG ._ _ _ _ O ATOP CMU
TUC
FINISH _ _ _ _ �OH2_}1L _ o0
2x EXT. INFILL FRAMING
BETWEEN LOWER AND
(3) 2x12 BEAM UPPER TRUSSES
NT \ � \- SET TOP @ 12'-1" 00
,—I 1411
■ ■
16"x16" COLUMN BLOCK OVER OPENINGS @ ENTRY:
REINFORCED & GROUTED 8F48-1B/1T x T-8"
SOLID w/ 4" CONC CAP PCL + 5 COURSE 8" BILK.
SET TOP @ 36" A.F.F. TOP BRIG @ 12'-1"
P.T. 6x6 POST to 12'-1" DROP HEADER ABOVE
SECURED TO TOP OF PEDESTAL FRAME OUT EACH SIDE & BELOW
w/ SIMPSON AB66 POST ANCHOR BEAM. ALIGN FRONT w/ SLAB
w/ %" WEDGE ANCHOR w/ 8" MIN EDGE BELOW
EMBED
(8) 1Od NAILS TO POST '-4' 181-611
19'-211 19'-101,
59'-811
71.211
(2) SH25
�g8
non
71 _ 211
1n
w
U
w
N
O
N
WALL TYPE LEGEND
SYMBOL
REPRESENTS
CMU WALL- 8" (U.N.O.) BRG. HT. @ 8'-1"
INTERIOR SIDE - SMOOTH FINISH PAINTED
EXTERIOR SIDE - STUCCO
CMU WALL- 8" (U.N.O.) BRG. HT. @ 8'-1"
WITH NON GROUTED CELLS FILLED w/ R-9 MIN
EXPANDED POLYSTYRENE FOAM INSULATION
EL.: 8'-1"AFF
INTERIOR SIDE - 1/2" GYP. BIRD. OVER 1x P.T. FURRING
EXTERIOR SIDE - STUCCO FINISH, UNLESS NOTED
EXTERIOR SIDE FRONT WALLS ONLY:
EL.: 10'-1" AFF
- HARD IE'PLANK' LAP SIDING
EL.: 12'-1" AFF
®
BRIG. PARTITION WALL - INTERIOR - 4" (U.N.O.)
1/2" GYP. BD. ON EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
w/ P.T. 2x4 SILL & DBL. 2x4 TOP PLATES
(2x6 STUDS & PLATES WHERE SHOWN)
®
BEARING PARTITION - GARAGE WALL - 4" (U.N.O.)
1/2" GYP. BIRD. EACH SIDE OF 2x4 WD. STUDS @ 16" O.C.
EL.: 8'-1" AFF
w/ P.T. 2x4 SILL & DBL. 2x4 TOP PLATES
(2x6 STUDS & PLATES WHERE SHOWN.)
W/ R-11 BATT INSULATION
0
NON -BEARING - INTERIOR PARTITION - 4" (U.N.O.)
1/2" GYP. BIRD. EACH SIDE OF 2x4 STUDS @ 24" O.C.
EL.: SEE PLAN
2x6 WALL
`^�/ P.T. 2x4 SILL & DBL. 2x4 TOP PLATES
(2x6 STUDS & PLATES WHERE SHOWN.)
EL.: SEE PLAN
NOTES:
- ALONG ALL EXTERIOR WALLS INSTALL VERTICAL FIREBLOCKING
(FURRING) @ 10'-0 o.c. MAX. TIGHT TO BOTTOM & TOP NAILERS.
ALL OPENINGS OR CUTS TO BE SEALED w/ FIRE CAULK OR FOAM.
- INSTALL tz" HIGH STRENGTH CONTROLLED DENSITY
GYPSUM WALL BOARD AT ALL CEILINGS.
- USE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS.
- INSTALL WOOD BLOCKING AT ALL INT. DOOR OPENINGS, CABINET
LOCATIONS, RAISED TV JACK/PORTS, AND WHERE NOTED ON PLANS.
EXTERIOR CEILINGS:
%" MIN. THICK STUCCO ON %" HI -RIB LATH ATTACHED TO
HORIZONTAL AND/OR VERTICAL WOOD FRAMING
w/ NAILS OR STAPLES @ 8" O.C. TO PROVIDE NOT LESS THAN 1%"
PENETRATION INTO HORIZONTAL WOOD FRAMING
AND Y4' PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS
PER ASTM C1063 AND STUCCO - ASTM C926
NOTE:
SEE TRUSS MANUFACTURER PLANS / PROFILES FOR ALL
TRUSS TO TRUSS CONNECTORS AND FASTENERS.
THIS INCLUDES TRUSS -TRUSS, GIRDER -TRUSS, AND GIRDER -GIRDER
CONNECTORS.
VERIFY THE ELEVATION(S) OF THE
HOUSE & FOOTINGS DEPTHS
WITH THE ENGINEERED SITE PLAN
ALL EXTERIOR MASONRY WALLS
ACT AS SHEAR WALLS/PIERS
BASED ON RELATIVE RIGIDITY
SQUARE
FOOTAGE
LIVING
2,576
GARAGE
445
LANAI
183
ENTRY PORCH
96
TOTAL
3,300
BULIDNG CRITERIA
BASIC WIND SPEED, Vult 170 MPH
BASIC WIND SPEED, Vasd 132 MPH
RISK CATEGORY II
WIND EXPOSURE C
INTERNAL PRESSURE
COEFFICIENT +/-0.18
COMPONENT AND CLADDING
ASD WIND PRESSURE (PSF) to
FULLY ENCLOSED STRUCTURE
IMPACT GLASS: __ X __APPROVED SHUTTERS ------- BOTH
MAIN WINDFACE RESISTING SYSTEM
BUILDING & TRUSS DESIGN SHALL BE IN COMPLIANCE WITH:
WIND DESIGN METHOD ASCE 7-16
THE 2020 FBC 7th EDITION CHAPTER 1609
THE 2020 FBC—R (RESIDENTIAL) 7th EDITION CHAPTER R301
( W A T E R- A I R- L A N D
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
Digits y signedy Christopher D
Christ, r
F r Beers
r
* • - DN: c=US, o=Unaffiliated,
-, ou=A0141 OD00000172B927OF6300
6Bei STATE o� cn
I z = 00B2DA, cn=Christopher D Beers
o : Date: 2021.09.24 16:56:19-04'00'
G� t0R10;'.:,rr,,y�:
r, 4sg ' •vz CHRISTOPHER D. BEERS, P.E.
.111111 S ► '� FLORIDA LICENSE NO. 64594
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DESIGN BY
CHECKED BY
MODEL
MAGNOLIA _B_BO
OWNER
REV
DESCRIPTION
1
2
3
4
5
6
7
8
(1)
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A2
FLOOR PLAN
SCALE: 1/4" = 1'-O"
3 OF
PERM
1 0 11
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ELECTRICAL DEMAND
CALCULATION
GENERAL LIGHTING @ 3 VA/FT = 3 VA X 2576 7728 VA
SMALL APPLIANCE CIRCUITS
3000 VA
DRYER
5000 VA
WASHER
1500 VA
DISHWASHER
1500 VA
DISPOSAL
400 VA
REFRIGERATOR
1200 VA
COOKTOP
8000 VA
WALL OVEN
8000 VA
MICROWAVE
1800 VA
WATER HEATER
4500 VA
FANS 7 @ 240 (Calculated Load)
1680 VA
EXHAUST FANS 4 @240
960 VA
OH GARAGE DOOR OPENER
600 VA
WELL PUMP (1 HP)
746 VA
POOL & IRRIGATION (1 HP)
746 VA
47360 VA
1ST 10,000 VA @ 100%
10000 VA
REMAINDER @ 40%
14944 VA
A/C - HEAT @65%
15000 VA
TOTAL 39944 VA
240 V 0 LTS
166.4333 AMPS
ELECTRICAL CONTRACTOR USE 200 AMP SERVICE
TO VERIFY ELECTRIAL CALCULATIONS
ELECTRICAL LEGEND
ELECTRICAL
COUNT
SYMBOL
Electric Meter
1
8
Electric Panel
1
0
Disconnect
Junction - 220V
mzum
Light - surface mount/pendant
Light - incandescent pull chain
Light - exterior flood/security
Light- Recesed can
Light - Recessed can vapor proof
0VP
Light -Ext.- Wall Mount- Coach
Light- Fluorescent
Light - Fluorescent - UC
Light - wall mount
Receptacle - 110v
Receptacle - 110v - switched
4b
Receptacle GFI
GFI
Receptacle GFI/LED COMBO
GFI/LED
Receptacle WP/GFI
�WP/GFI
Receptacle dedicated
�DED
Receptacle -dishwasher J 110v
d o 110,
Receptacle 4 Plex GFI
36 GFI
Receptacle 220V- Dryer
Receptacle J 110V & 220V - Range
ov O 110V
Water heater junction 220v
02201
Prewire For GDO
GFI GDO
(PREWIRWIRE)
Push button (GDO, Door Bell)
Switch
Switch - 3 way
13
Switch - 4 way
14
Chimes (pre -wire)
Door Bell - Ring (w/ CAMERA)
Cable TV
Q
Phonejack
Q
Smoke / CO detector
SD CO
Exhaust Fan
Ceiling Fan Light Combo Rough -In
(1
Solid lines - install Fan/Light
Dashed lines - pre wire only w/ cover
`J
WEATHERHEAD 200 AMP OVERHEAD
PER FPL ELECTRIC SERVICE
REQUIREMENTS
2/0
CU
(3) 3/0 THW-CU
(3) 2/0 THW-CU /(1) #8 THW-CU GROUND
1 1/2" CONDUIT 2 "CONDUIT
2 " CONDUIT
METER HOUSING__Ii HVAC B.C. DISC
PER FPL O 200A 200A
REQUIREMENTS FUSED 42 CIR.
METER BY 0 DISC.
BREAKER HVAC C.U. DISC
FPL PANEL WELL PUMP DISC
(1) #4-CU
GROUND -
CONNECT GROUND TO
FOUNDATION STL. AND
(1) GROUND ROD 6' AWAY
i
,-R AND
d DISCONNECT
ATE IN FIELD
5/8" DIA x 8'-0"
LONG COPPER
GROUND ROD
HOUSE PANEL
200 AMP- 1P- 120/240V- 3 WIRE
#14 AWG
COPPER
TO
LIGHTS & OUTLETS
#10 AWG
COPPER
TO
WATER HEATER
#10 AWG
COPPER
TO
DRYER
# 8 AWG
COPPER
TO
RANGE
5/8" DIA x 8'-0"
LONG COPPER
GROUND ROD
ELECTRIC RISER
N.T.S.
ELECTRICAL NOTES:
1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS
2. 200 AMP SERVICE.
3. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE CURRENT NATIONAL ELECTRIC
CODE, STATE & LOCAL CODES AND ORDINANCES AND
REQUIREMENTS OF FLORIDA POWER & LIGHT.
4. SMOKE DETECTORS ARE REQUIRED.
5. CARBON MONOXIDE DETECTORS AS REQUIRED
6. FIELD VERIFY RECEPTACLE LOCATIONS
7. ALL CIRCUITS, RECEPTACLES (INCLUDING GFI RECEPTACLES),
AND DEVICES TO BE ARC FAULT PROTECTED IN ALL ROOMS
WHERE REQUIRED PER NEC 210.12
THE ARC -FAULT CIRCUIT INTERRUPTER(S) SHALL BE INSTALLED
IN A READILY ACCESSIBLE LOCATION
8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC
406.11
9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA
ENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALY
ENCLOSED).
13. GARBAGE DISPOSAL TO BE ON SWITCH CONTROLLED OUTLET.
14. BOTH DISHWASHER AND GARBAGE DISPOSAL OUTLETS TO BE
LOCATED INSIDE CABINET BELOW SINK FOR ACCESS.
15. EXHAUST FANS IN BATHROOMS TO EXHAUST DIRECTLY TO
EXTERIOR OF STRUCTURE.
16. KITCHEN OUTLETS TO BE GFI AND ARCH FAULT PROTECTED.
17. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS.
18. ALL LIGHTING FIXTURES, RECEPTACLES, AND LIGHT SWITCHES
MUST COMPLY WITH ART. 410 OF NEC..
19. PROVIDE W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR.
20. WIRE AND INSTALL OUTLET FOR GARAGE DOOR OPENER.
21. ALL SWITCHES TO BE DECORA ROCKER TYPE.
22. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE
RANGE MUST BE HOME RUN TO HOUSE PANEL.
23. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY
BATHROOM DOOR.
24. ELECTRICIAN TO SUPPLY AND INSTALL ALL SMOKE AND
SMOKE/CARBON DETECTORS.
25. ELECTRICIAN TO SUPPLY AND INSTALL DOOR BELL CHIMES,
TRANSFORMER, AND ACTIVATION SWITCH.
26. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS,
INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE OR
INSTRUCT CHANGES WITHOUT DOCUMENTS.
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DATE
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DESIGN BY
CHECKED BY
MODEL
MAGNOLIA-B-BO
OWNER
REV
DESCRIPTION
1
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2
P2 08 JUN 2021
3
P3 25 AUG 2021
4
5
6
7
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SCALE: 1/4" = 1'-0"
4 OF 8
E PEI
ROOF FINISH
SEE TYP. WALL SECTION
FOR DETAILS & NOTES
1/2" COX PLYWOOD ATTACH TO
TRUSSES w/ 8d RINGSHANK NAILS
® 6" O.C. IN FIELD AND ® EDGE
DBL 2x4 TOP PLATE
SIMPSON 20 Go. SP2 STUD TO PLATE
(6 / 6) 10d x 3" NAILS
(1) DRIVEN DIAGONALLY INTO PLATE
P.T. 2x4 SUB FASCIA ATTACH TO
�EE�REDWOOD TRUSSES
EA. TRUSS TAIL W/(2) 10d NAILS
`SIMPSON 16 Ga. MTS12 SECURED
TO TRUSSES AND TOP PLATE
P.T. 26 Ga. ALUM DRIP
w/ 14 (7/7) 10d x %" NAILS
P.T. ALUM FASCIA WRAP AND
PERFORATED SOFFIT PANELS
2x4 STUDS 0 16" O.C.
w/ 'C' & 'F" TRACKS
TYP. ALL SIDES
7Y4" HARDIE LAP SIDING w/6" EXPOSURE
P.T. SILL PLATE(S)
AND HARDI 1x4 TRIM
0 (2) SIDES ATTACH TO TOP CHORD
OVER BREATHABLE WATER BARRIER
OF TRUSSES & BLOCKING BELOW
1/2" (1%2") COX PLYWOOD SHEATHING
w/3" LONG DECK SCREWS 0 12" O.C.
NAILED TO STUDS & PLATES w/8d NAILS
4" O.C. IN FIELD & ALONG EDGE
SIMPSON 20 Ga. SP1 STUD TO PLATE
'
(4 / 6) 10d x 3" NAILS
OPEN' f0
(1) DRIVEN DIAGONALLY INTO PLATE
TRUSS SPACE BELOW
GALV MTL. RAKE FLASHING
/ — — — — — — — — — — -
-------------
MAIN ROOF BELOW
SEE TYP. WALL SECTION
FOR DETAILS & NOTES
2x4 BLOCKING
BELOW PLATE
SISTER & NAIL
TO TOP CHORD
ENGINEERED 0 D TRUSSES
SIDES PARALLEL TO TRUSSES
CUPOLA DETAIL
SCALE: N.T.S
LEFT SIDE
SCALE: %4" = V-0"
SIMPSON 20 Ga. SP1
STUD TO PLATE
(4/6) 10d x 3" NAILS
(1) DRIVEN DIA. INTO PLATE
SIMPSON 20 Ga. SP1
STUD TO PLATE
(4/6) 10d x 3" NAILS
(1) DRIVEN DIA. INTO PLATE
ELEVATION
-P.T. SILL PLATE(S)
(2) SIDES OF CUPOLA
INTERRUPT PLATE
AT TRUSS
OPEN TO
TRUSS SPACE BELOW
SIMPSON�pP &C?"D �W/8 (4/4)810d x U¢Ga. H3H NAILS
EA. SIDE OF TRUSS
�Rv55 — OFFSET NAILS
DBL 2x4 BLOCKING
BETWEEN TOP CHORDS
AND BELOW PLATE
SIDES PERPENDICULAR TO TRUSSES
12
\I 5
ROOF VENTING CALCS PER FBC R806
TOTAL ROOF AREA 3844
VENTING REQUIRED 3844 SF X 144 SQ IN/SQ FT X 1/300 SQ IN VENT/ SQ IN ROOF =
1845 SQ IN
12.81333333 SQ FT VENTILATION REQUIRED
40% MINIMUM IN UPPER ROOF = 5.1253333 SQ FT REQUIRED
ACHIEVED WITH 4' LONG OFF RIDGE VENTING. ACTUAL FREE VENTAREA = .72 SQ FT/4' VENT
8 TOTAL REQUIRED WITHIN T-0" OF MAIN PEAK =
5.76 SQ FT
REMAINDER TO BE ACHIEVED WITH VENTED VINYL SOFFIT
12.81333333 - 5.76 =
7.0533 SQ FT REQ'D
AS PER MAN UF. SPECS VENTED VINYL SOFFIT IS 6.2 SQ IN/LIN FT = .043 SQ FT PER LI N FT. TOTAL SOFFIT LF=
276 X 0.043 = 11.87 SF
IMPACT RATED
SECTIONAL O.H.
DOOR, & FRAME
ASSEMBLY
RIGHT SIDE
SCALE: %4" = V-0"
ELEVATION
PERFORATED
VINYL SOFFIT
PANELS
12'-1" Truss
Entry
8'-1" Truss I
Main House
0'-0" Finish Floor
Finish Grade
C.U. ON 4" CONC.
SLAB ON GRADE
FIELD LOCATE
011
12
FLOAT FIN. STUCCO OVER cj
LATH/ WATER BARRIER
OVER EXT. PLYWOOD
SHEATHING SECURED TO
PT 2x FRAMING
FRONT (NORTHEAST)
'PLANK LAP SIDING
w/ 7" EXPOSURE
SECURED DIRECT TO CMU
(FRONT ELEVATION ONLY)
12
5�
20'-9" Truss Bearing_
Cupola
1-0 1 �p STANDING SEAM ROOF
' SYSTEM
N INCLUDING PANELS,
CAPS, VALLEYS, FLASHING,
1-01 & DRIPS
EXTERIOR INFILL FRAMING
1 2 BETWEEN LOWER AND
rJ UPPER TRUSSES
12
20 -2" II 1' 0�: 5
'-4 17'-6" 1'-4'
HARDIE 'PLANKLAP
SIDING OVER
WATER BARRIER ON
Y2" EXT. PLYD. SHTHG.
26 Ga. ALUM FASCIA
WRAP OVER
P.T. SUB FASCIA
�� ■ �■ ■■■ ■■■ L11,17i
LIN,
lV ' PANELS
■
REAR (S.W.EVATION
SCALE: %4" = V-0"
IMPACT RATED + 36.2
DOOR, LITE, & 39.4
FRAME ASSEMBLY
APERED COLUMN:
LOAT FIN. STUCCO OVER
ATH / WATER BARRIER
VER Y2" EXT. PLYD.
N PT 2x FRAMING
'ruuKf' F YV(_ bAj. L)UUK
ASSEMBLY
Christopher D
Beers
TYP. AT CORNERS I + 00.0
AND OPENINGS: LL2M
4" RAISED
STUCCO BANDS
FLOAT FINISH
CONC. DRIVEWAY
0'-0" Finish Floor
Finish Grade
IMPACT RATED
SINGLE HUNG
PVC WINDOWS
ULU MUK1UA bU1LUIIAU UUUt - KtJ1UtIV I IAL /Ln tui I w
ASIC WIND SPEED:
170 MPH
.ISK CATEGORY:
I I
IOMINAL WIND SPEED:
(vasd): 132 MPH
LOOD ZONE:
ZONE X
NTERNAL PRESSURE COEFFICEINT :
+ /- 0.18
XPOSURE CATAGORY:
C
TRUCTURAL FORCES:
LOOR LIVE LOAD:
40 PSF
OOF LIVE LOAD:
30 PSF
LOOR DEAD LOAD:
30 PSF
.00F DEAD LOAD:
25 PSF
OOF SLOPE :
5/12
LEAN ROOF HEIGHT:
14'-0"
:OMPONANTS & CLADDING
ONE 2:
ONE 3
:ONE 4
:ONE5:
BOOR & WINDOW
VIND PRESSURE DESIGN LOADING
VINDOWS
)UTSWINGING DOORS
-TlIAlAl -A- A(`C Pl 11/ln
STANDING SEAM ROOF
SYSTEM
INCLUDING PANELS,
CAPS, VALLEYS, FLASHING,
& DRIPS
26 Ga. ALUM FASCIA
WRAP OVER
P.T. SUB FASCIA
8'-1" Truss Bearing
Main
SET GRADE 6"
(4"MIN.) BELOW
FIN. FLOOR
5109 Grand Palmetto Way ^ chrisbeers@byu.net
j I LdIIy 5IyIItUrUy l IIrISLUFJIIer U DeeIS
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ers
t &' 3&-29-04'00'
941-628-0635
a CHRISTOPHER D. BEERS, P.E.
f.�S ¢v Se�1y` FLORIDA LICENSE NO. 64594
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DESIGN BY
CHECKED BY
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OWNER
REV
DESCRIPTION
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2
P2 08 JUN 2021
3
P3 25 AUG 2021
4
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Typical End Detail
N.T.S.
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G=�b292
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G= RR+397
EON
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G=7t397
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G= R+292
C1
UL= 111, Rw 169, RL 56
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TR SS LAYOUT MAIN ROOF
SCALE: 1 %4" = 1'-0"
19'-2"
NOTE: BIRDSEYE VIEW OR ROOF TRUSS
LAYOUT IS FOR PERMIT PURPOSES ONLY.
The roof truss layout or birdseye view of the roof depicted on these
plans are schematic designs only. If found that the final truss
manufacturer's layout drawings differ in configuration or bearing points
from this plan, it is the responsibility of the general contractor to have
said truss manufacturer's drawings reviewed and approved by the
structural engineer of record, before the construction of the roof
system. The drafting company and the engineer of record will not be
held liable for any discrepancies between this schematic roof truss
layout / birdseye view and the final manufacturer's layout.
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if
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ROOF SHEETING
ATTACHMENT DETAIL
1. MINIMUM ROOF SHEATHING THICKNESS
PER TABLE R803.2.2
(2020 FBC 7th EDITION)
170 MPH, EXPOSURE'C'
1%2" (%") (20/40)
2. MINIMUM NAIL SIZE:
1Od RING SHANK (MIN. 2 Y LONG)
RSRS-03 (2 y" x 0.131 ")
3. MINIMUM SCREW SIZE:
#8 x 2 y"
4 FASTENER SPACING PER TABLE R803.2.3.1
(2020 FBC 7th EDITION)
170 MPH, EXPOSURE 'C'
WITHIN 48" OF PERIMETER EDGE & 48" EA. SIDE OF
RIDGE /HIP RIDGE
EGDE: 3" o.c.
FIELD: 3" o.c.
48" FROM PERIMETER EDGE & RIDGE /HIP RIDGE
SEAM: 6" o.c.
FIELD: 6" o.c.
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ROOF SHEATHING
y8" (1%2") APA RATED EXPOSURE 1, 40 /20
(CDX) EXTERIOR PLYWOOD SHEATHING
SECURED TO TRUSSES USING FASTENERS AND SPACING
PER ROOF SHEATHING ATTACHMENT DETAIL
20'-0" MAX. 20'-0" MAX.
"X" BRACE CONTINUOUS7BO OM CHORD
SEE DETAIL �AgNG 2xI . SEE DETAIL S 0
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NOTE:
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TOP do BOTTOM CHORD
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
GABLE END BRACING
THAT MAY BE REQUIRED
4'-0" O.C. MAX. FOR
2) "T- BRACING MAY BE USED IN PLACE OF PERMANENT
FIRST (4) ROWS OF TRUSSES
BRACING
TO PERMANENT TRUSS BRACING REQUIRED (MIN.
N.T.S.
PRE-ENGINEERED OVERLAP TRUSS BRACING
WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP
SPACE
MINIMUM (2) 16d PER JOINT% --MINIMUM 2x4 SYP OR
SPACED AT 15'-0" MAX. SPF TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
N.T.S.
CONNECTOR SCHEDULE
NAILS, QUANTITY, &SIZE
PER CONNECTOR SPECS.
- 10d NAILS TO BE
LATERAL LOAD
LATERAL LOAD
CONNECTOR TAG
PLACEMENT
CONNECTOR
UPLIFT FORCE
PARALLEL TO
PARALLEL TO
1-1/2" LONG FOR
BEAM F1
BEAM F2
SINGLE MEMBER TRUSS
1-HETA20
TYPICAL TRUSS TO
MASONRY WALL
(1) SIMPSON
HE-FA20
1810
340
725
(10) 10d x 1-1/2" NAILS
EA. CONNECTOR
(STRAP)
TRUSS(ES) TO
(2) SIMPSON
2500
1060
1310
(14) 10d x 1-1/2" NAILS
EA. CONNECTOR
2-HETA20
MASONRY WALL
HETA20
(STRAP)
ADD 2x4 SCAB 12" LONG TO
1PLY TRUSS 8-16d NAILS
TRUSS TO PLATE / STUD
(1) SIMPSON
1450
--------
--------
(20) 10d x 1-1/2" NAILS
1-HTS20
WOOD FRAME
HTS20
EA. CONNECTOR
BEARING WALL
(STRAP)
TRUSS TO PLATE / STUD
MULTIBLE
(x2) 2900
--------
--------
(20) 10d x 1-1/2" NAILS
(x) -HTS20
IN BEARING WOOD
FRAME WALL / POST
SIMPSON
HTS20
(x4) 5800
EA. CONNECTOR
1-MGT
SPECIALTY TRUSS TO
MASONRY WALL
(1) SIMPSON
MGT
3965
(22) 10d NAILS EA.
STRAP
CONNECTOR TABLE
SIMPSON I JSPLIFT (L.Bs) I FASTENING INFORMATION ADDITIONAL INSTRUCTIONS
WOOD TO WOOD
HT520
HTW20
1 1450
1 (20) IOD NAILS TOTAL
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(2) HTH201
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1 (20) IOD NAILS EACH STRAP
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1 (4) IODXI-I/2" NAILS TO RAFTER 4 (8)IOD TO PLATE
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1 1360
1 (I2) 100 NAILS TO STUD
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(10) IODXI-I/2" NAILS 4 4" EMBEDMENT 2
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OTHER CONNECTORS
1
MGT
I MUGTI5
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ADD 4" TO EMBED FOR LINTEL BEAM5
H6T
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ADD 4" TO EMBED FOR LINTEL BEAM5
FGTR
-
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(2) I/2"X5" TITEN HD 4 (I8) 5D5I/4X3 TO WOOD
MAY BE F6TRHL/R (5850 MAX UPLIFT)
(2) F6TR
-
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(2) I/2"X5" TITEN HD 4 (I8) 5D5I/4X3 TO WOOD (EA)
MAY BE (2) FGTRHL/R (1200 MAX UPLIFT
HTT4
HTT4
4235
5/8" ATR EMBED 6" 4 (IS) I6D NAILS TO WOOD
ADD 4" TO EMBED FOR LINTEL BEAMS
6
HTT5
HTT5
5090
5/8" ATR EMBED 6" 4 (26) I6D NAILS TO WOOD
ADD 4" TO EMBED FOR LINTEL BEAMS
7
14DQB-5D5
PHD8
7630
7/8" ATR EMBED 12" 4 (20) 3" WOOD SCREWS
3 I/2" MIN WOOD MEMBER
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11810
I" ATR EMBED 12" 4 (24) 3" WOOD SCREWS
5 I/4" MIN WOOD MEMBER
9
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UPHDI4
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I" ATR EMBED 12" 4 (30) 3" WOOD 5GREW5
5 I/4" MIN WOOD MEMBER
io
MBHA
NFMXXU
5165
3/4"X8" ATR EMBED FACE 4 TOP (I/2" TOP FOR NFM)I
ENGINEER TO SPECIFY U5AGE ON PLANS
RP522
I KRP522
I-120
(8)I6D NAILS EACH END
1 NOTCHED PLATE REPAIR AT EACH PLY
GENERAL NOTES
1) NAILING MAY BE REDUCED FOR LOWER UPLIFTS. PROVIDE (I) IOdXI-I/2" NAIL FOR EA 100 LB5 OF UPLIFT (4 NAILS MIN).
2) MISSED STRAPS: PROVIDE HT5M20/MTWM20 1-I/2" MIN EDGE DISTANCE. UNLIMITED USE MAXIMUM UPLIFT I175#.
FOR UPLIFTS TO 3g65#, PROVIDE MU6TI5/M&T
3) WHERE ENGINEER SPECIFIES REFERENCED STRAP FOR I -PLY TRUSSES, ADD 24" MIN 2x SCAB TO TRU55 CHORDS.
4) REPLACEMENT OF CONNECTOR ON PLAN WITH EQUAL OR BETTER PER THIS TABLE 15 AGGEPTABLE
PROPOSED ROOF PLAN
5 / 12 ROOF PITCH, 12" OVERHANG, TYP.
12" OVERHANG @ ENTRY,
24 Ga. STANDING SEAM PANELS, COMPONENTS, & ACCESSORIES
OVER SELF ADHERING RUBBERIZED GLASS FIBER
REINFORCED ASPHALT UNDERLAYMENTS ChristoOVER (CDX) EXTERIOR PLYWOOD SHEATHING
26 Ga. ALUM DRIP & 26 Ga. GALV. MTL FLASHING
SQUARE CUT FASCIAS: Beers
ALUM WRAP OVER 2x SUB -FASCIA
HORIZONTAL PERFORATED VINYL SOFFITS (UNO)
G.C. TO VERIFY ALL CONDITIONS & MATERIALS
I W A T E R- A I R- L A N D
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
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DATE
2/12/2021
DESIGN BY
CHECKED BY
MODEL
MAGNOLIA_B-BO
OWNER
REV
DESCRIPTION
1
P1 11 MAY 2021
2
P2 08 JUN 2021
3
P3 25 AUG 2021
4
5
6
7
8
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ROOF PLAN
SCALE: 1/4" = 1'-0"
6OF8
PERM
IF OVERHANG EXCEEDS 12" NOTE: LANAI AND ENTRY PORCH
INTERMEDIATE BATTENS ARE CEILINGS ARE STUCCO FINISH
REQUIRED 12" O.C.
OVERHANG DOES NOT REQUIRE
BATONS IF 12" OR LESS
PRE-ENGINEERED WOOD TRUSSES
WITH GALV. BEARING PLATES
COMPOSITE SHINGLES ON #30 FELT OVER OR PEEL & STICK
ALUMINUM DRIP EDGE 5/8" OBS MIN - SHEATHING SEE ROOF SHEATHING
26 GAUGE (MIN.) ATTACHMENT DETAIL SH#A5
ATTACH WITH ROOF NAILS
AT 12" O.C.; STAGGER WITH
FASCIA NAILS
26 GAUGE (MIN.)
ALUMINUM FASCIA OVER
2x4 END RAIL; ATTACH
2x4 TO TRUSSES WITH
(2) 12d, FACE NAILED
ATTACH FASCIA WITH ROOF
NAILS AT 12" O.C.; STAGGER
DRIP EDGE NAILS
PREFINISHED PERFORATED
VINYL SOFFIT- ATTACH
TO WALL WITH "F" CHANNEL
USING "T-NAILS" AT 16" O.C. (MIN.-
5/8" LENGTH) AND TO FASCIA BOARD
AND BATTEN WITH 0.12" DIAMETER,
1-1/2" LONG, SMOOTH SHANK NAILS
(I.E., 4d ROOFING COIL NAILS)
T 12" O.C.
HURRICANE STRAP @ EA. TRUSS;
ALL STRAPS TO TRUSSES SHALL
BE AS DESIGNATED ON PLANS
VERTICAL REINFORCING - SEE PLAN —/
FOR LOCATIONS. 1- #5 RE -BAR TYP.
UNLESS NOTED. FILLED W/ 3000 PSI
CONC. STD. 900 HOOK TOP & BOTTOM
MIN. 25" LAP. PROVIDE INSPECTION
HOLES.
12" OVERHANG
WINDOW
8"x8"x16" CONC. BLOCK
DECORATIVE
CEMENTIOUS
COATING (1) COURSE 9" BILK
GRADE SHALL BE
N4" BELOW FINISH
FLOOR LINE
WIRE LATH
5/8" stucco (horizontal application) and
7/8" thick stucco (vertical application) on
3/8" hi -rib lath attached to horizontal and
vertical wood framing with nails or staples
to provide no less than 1-3/4" penetration
into horizontal wood framing and 3/4"
penetration into vertical wood framing
members
BAFFLE/VENT
J '
INSULATION R-30
OR PER ENERGY CALC'S
5/8" DRYWALL OR
1/2" CD. BOARD CLG.
SINGLE 8" U-BLOCK WITH (1)
#5 RE -BAR TOP CONTINUOUS
IN EACH U-BLOCK
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BLOCK FILLED INJECTED
FOAM INSULATION R-4
1/2" DRYWALL OVER
1x2 P.T. WD. FURRING
— WOOD BASE
4" CONC. SLAB, 3000 PSI, W/
FIBERMESH OR 6X6X10/10 WWM
ON A 6 MIL VIS UEEN VAPOR
BARRIER W/ TAP D & LAPPED
JOINTS, OVER TERMITE TREATED,
WELL COMPACTED EARTH
16"W X 16"H CONC. FOOTING %%//jam/ /�// FILL MUST BE CLEAN AND
W/(2) #5 BARS CONT. COMPACTED TO A MINIMUM
(OR AS NOTED ON FND. PLAN) OF 95% OF THE MODIFIED
TYPICAL WALL SECTIONPROCTOR MAXIMUM DRY DENSITY
NOT TO SCALE
TRUSS CONNECTOR NOTES:
1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP
AT EACH TRUSS TO TIE -BEAM CONNECTION,
UNLESS NOTED OTHERWISE.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water
into the wall cavity or penetration of water to the building structural framing components. Self -adhered
membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade
NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved
standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall
finish. Approved corrosion -resistant flashings must be installed. Sher -Crete flexible concrete waterproofer or
equal.
X2 P.T. FURRING, 1/2" DRYWALL
1X2 P.T. FURRING
WINDOW FRAME
ATTACH TO CONIC. BLOCK
THROUGH WOOD WINDOW
BUCK W/ 3/16" X 2-3/4" TAPCONS.
FILL ALL HOLES. 1-1/4" MIN EMBEDMENT
1X4 P.T. WINDOW BUCK
ATTACHED W/ 1-1/2" "T" NAILS
@ 18" O.C. VERT
TYP. STUCCO
WINDOW ATTACHMENT DETAIL
NOT TO SCALE
PROVIDE SIMPSON HTS20
HURRICANE TIE AT EACH TRUSS
CONTRACTOR TO FILL LAST
CELL SOLID WITH CONCRETE AND _
(1) #5 BAR VERT. FOR FRAME WALL
ATTACHMENT
2X STUDS
SEE WALL SECTIONS
FOR APPLICABLE WIDTHS
AND STUD SPACING
2X BLOCKING
AS REQUIRED L
BY FLORIDA
BUILDING CODE
RESIDENTIAL
1/2" X 8" WEDGE ANCHORS @ 32" O.C.
W/ (2) WASHERS & NUTS
STRAP DBL TOP PLATE TO
EA. STUD USING SIMPSON SP
STRAPS. ADJUST THE STRAP SIZE
TO MATCH STUD WIDTH.
BEAM - SEE TYPICAL SECTION
AT BLOCK WALL
TAPCON SCREWS #10 X 3"
@ 16" O.C. OR 1/2" DIM. X
5-1/2" LG. REDHEADS W/
2" DIM. X 1/8" WASHER
STUD ALONG BLOCK
WALL TO BE P.T.
CONCRETE FOOTER
MASONRY TO FRAME BEARING WALL CONNECTION
NOT TO SCALE
BEAM - SEE FLOOR
PLAN FOR SPECS
(4) 10d EACH SIDE
OF 2x4 TO BEAM
SIMPSON HETA18
EACH END OF71�SEE FLOOR PLAN
EACH BEAM FOR BEAM SPEC.
10d AT 4" O.C. BOTH SIDES
SUPPORT COLUMN
1 BUILT-UP 2x4's OR
1 i q 4x4 POST
101 . 1 (2) SIMPSON HETA18's
+ 1 W/(10) 16d EACH TO
1 i POST
TYPICAL BLOCK
1 111 �Iel
WALL
I I v
ALTERNATE HOLDOWN: 1 1
II USE (2) SIMPSON MSTAM24
WITH (9) 10d AND (5) u u
1/4"x2-1/4" TITENS
ENTRY CMU COLUMN/HEADER
NOT TO SCALE
TYP, STUCCO
FILLED BLOCK 1#5
FOIL
CASING
1X2 P.T. FURRING
1/2" DRYWALL
EXT. SWING DOOR
X2 P.T. FURRING 1/2" DRYWALL ATTACHMENT DETAIL
\ NOT TO SCALE
1X2 P.T. FURRING
DOORFRAME
ATTACH TO CONC. BLOCK
THROUGH WOOD DOOR
BUCK W/ 3/16" X 2-3/4" TAPCONS.
FILL ALL HOLES. 1-1/4" MIN EMBEDMENT
1X6 P.T. DOOR BUCK
ATTACHED W/ 1-1/2" "T" NAILS
TYP. STUCCO @ 18" O.C. VERT
S.G.D. ATTACHMENT DETAIL
NOT TO SCALE
HEADER AT RAISED ENTRY/CMU WALL
NOT TO SCALE
1X8 P.T. DOOR BUCK
ATTACHED W/ 1-1/2" "T" NAILS
@ 4" FROM EACH END AND
18" O.C. (SINGLE LEAF) &
12" O.C. (DBL LEAF)
BRICK MOLDINGS
HINGED SWING DOOR
DOOR JAMB ATTACHED W/ 1/4" X 3-1/2" TAPCONS
@ 6" EACH END & 18" O.C. (SINGLE LEAF) &
12" O.C. (DBL LEAF)
16"
NOMINAL VERTICAL #5
REBAR(TYP.)
J
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a CONCRETE FILLED CELL
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8N16" CMU
8"X 16" C.M.U. DETAIL
NOT TO SCALE
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CONTINUOUS BOTTOM CHORD BRACING
2x4 MINIMUM
CROSS BRACING DETAIL (TYP.)
NOT TO SCALE
IL1GI:3
MINIMUM 2x4
CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
(3) 12d NAILS
PER JOINT
(4) SIMPSON STRAP,
LSTA15FASTENED W/
(12) 10d NAILS EACH
CBS
GENERAL NOTES:
1) FINISHED FIRST FLOOR ELEVATION IS ASSUMED AT 0'-O" - VERIFYACTUAL ELEVATION WITH THE
ENGINEER'S SITE PLAN
2) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS AND SHALL NOTIFY ENGINEER
IMMEDIATEL Y OF ANY ERRORS, OMISSIONS OR DISCREPANCIES PRIOR TO COMMENCEMENT
OF WORK.
3) ALL MATERIALS, EQUIPMENT, CONNECTORS, AND WORK SHALL MEET OR EXCEED THE DESIGN
DATA AND COMPLIANCE CODE CITED.
4) ENGINEER IS NOT RESPONSIBLE FOR ANY SUPERVISION DURING CONSTRUCTION.
5) THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS
AND TECHNIQUES REQUIRED FOR THE CONNECTIONS OF ALL ROOF, WALL AND
FLOOR SYSTEMS. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER.
6) THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON
COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF
SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTL Y
APPLIED TO STRUCTURE. THE ARCHITECT ASSUMES NO LIABILITY FOR
THE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING ARE
INCLUDED IN THE PLANS AND SPECIFICATIONS, OR ARE SUPERVISED BY THE ARCHITECT
DURING CONSTRUCTION.
7) ALL MODIFICATIONS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE ENGINEER.
DBL 2" X 12" WOOD BEAM
4"X4" WOOD
POST CENTERED
ON CBS WALL
POST CONNECTED TO CBS
WALL W/ SIMPSON ABU44
FASTENED W/ 1/2" X 6" TITEN HD
AND (12) 6d NAILS INTO POST
WOOD BEAM TO
CBS WALL ATTACHMENT
NOT TO SCALE
2
W,
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2X6 BLOCKING FO')
2x6 PT with 1/2" x 7" wedge anchors with square washers BRACKETS
MOUNTING
BRACKET FOR
GLIDE ROD
2x6 P.T. S.Y.P. BUCK
ONE 1/2" x 1-5/8" LAG
SCREW PER TRACK BRACKET
MOUNTING
BRACKET FOR
AS PER MANUFACTURER
SPRING
7/
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FII
16"
FOOTING AT CORNER
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CLIP EACH TRUSS
(SEE FLOOR PLAN FOR TYPE)
FRAME OUT TO
BLOCK EDGE
STUD ANCHORING:
STUD TO TOP PLATE,
SIMPSON SP4 OR SP2
YP @ 16" O.C. TO 48" HIGH
YP @16" O.C. 48" TO
I HEIGHT
SIMPSON SP4 OR SP1
OR USP TP4X FROM
STUD TO BOT. PLATE
1/2"x8' WEDGE ANCHOR
AT 32" O.C.
8" CMU WALL
KNEEWALL DETAIL
NOT TO SCALE
BARS PER PLAN
W/25" MIN LAP
BEAM CORNER DETAIL
NOT TO SCALE
DETAILS AND
SPECIFICATIONS
__G/ j'
WEDGE ANCHOR �— 12 GA. GALV. STEEL VERTICAL TRACK TWO (MIN.)
I WATER - AIR - LAND
I
5109 Grand Palmetto Way
chrisbeers@byu.net 941-628-0635
1/4" TAPCON
North Port, Florida 34291-8049
fax 413-687-9013
TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK
THRU 2X BLOCK
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Digitally signed by Christopher D
Beers
INSTALLATION DETAIL N.T.S. INTO CMU; MIN.
LENGTH OF 4"
GARAGE DOOR BUCK INSTALLATION
HEAD
5t..USE
2x6 PRESSURE TREATED WOOD BUCKS ATTACHED
GARAGE DOOR SPRING BUCK INSTALLATION
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WITH A MINIMUM OF FOUR 1/2" o WEDGE ANCHORS
WITH 3" WASHERS STARTING AT 8" FROM EACH END
USE 2x8 PRESSURE TREATED WOOD BUCK BUCK ABOVE GARAGE
OF SUFFICIENT HEIGHT TO DOOR OPENING; ATTACH
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AND SPACED NO MORE THAN 32" o.c.
ACCOMMODATE BRACKETS. ATTACH CONCRETE NAILS ® 4" O.C.
CONCRETE NAILS AT 4" O.C.
DGARAGE
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OVERHEAD DOOR
CONNECTION
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Date: 2021.09.24 16:49:14 -04'00'
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CHRISTOPHER D. BEERS, P.E.
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FLORIDA LICENSE NO. 64594
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DESIGN BY
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DESCRIPTION
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100 GENERAL
100.1 MATERIALS
100.1.1 MASONRY UNITS -
CONCRETE MASONRY UNITS SHALL BE HOLLOW OR SOLID
UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND
SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH
OF 1900 PSI. CMU MATERIALS AND CONSTRUCTION SHALL
COMPLY WITH "SPECIFICTION FOR MASONRY STRUCTURES"
ACI 530.1/ASCE 6-05/TMS 602-05: PART 2 & 3
100.1.2 MORTAR -
SHALL BE EITHER TYPE M OR S IN ACCORDANCE WITH
ASTM C 270
100.1.3 GROUT -
SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8
INCH PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI
AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C
1019, OR SHALL BE IN ACCORDANCE WITH ASTM C 476.
100.1.4 CONCRETE -
SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH
OF 3000 PSI (2500 PSI FOR SLABS) AT 28 DAYS PER ACI
318, SECTION 5.3. INSTALLATION OF CONCRETE SHALL BE
PER ACI 318, SECTION 5.10.
100.1.5 REINFORCING STEEL -
SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE
WITH ASTM A 615, A 616, A 617, OR A 706.
100.1.6 METAL ACCESSORIES -
JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC
SHALL CONFORM TO THE FOLLOWING STANDARDS:
1. ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS
AND TIES.
2. ASTM A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
3. ASTM A 366 FOR SHEET METAL ANCHORS AND TIES.
100.1.7 GALVANIZATION -
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUC-
TION AND NOT DIRCTLY EXPOSED TO THE WEATHER SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2.
METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION
SHALL BE MILL GALVANIZED IN ACCORDANCE WITH ASTM A 641,
CLASS 1.
100.1.8 FASTENERS AND CONNECTORS -
UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE
COMMON WIRE NAILS. FOR EXAMPLE, 8D = 2 1/2 INCHES
LONG X 0.131-INCH DIAMETER. SEE TABLE 8.8A IN THE
NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
100.1.8 WOOD FRAME MEMBERS
ALL FRAMING LUMBER SHALL BE HEM -FIR, S. PINE, OR
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1800 PSI.
ALL LUMBER USED FOR BEAMS SHALL BE HEM -FIR, S. PINE, OR
S-P-F, GRADE 2 OR BETTER WITH A MINIMUM Fb OF 1700 PSI.
100.1.8 WOOD LVL BEAM MEMBERS
ALL LVL BEAM LUMBER SHALL HAVE A MINIMUM FLEXURAL
STRENTH, Fb, OF 2,850 PSI AND MODULUS OF ELASTICITY, E,
OF 2,000,000 PSI.
100.2 MASONRY WORK, GENERAL
100.2.1-
ALL MORTAR JOINTS FOR HOLLOW UNIT MASONRY SHALL EXTEND
THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID
MASONRY SHALL BE FULL HEAD AND BED JOINTS.
100.2.2-
BED JOINTS SHALL BE 3/8 INCH (+ 1/8 INCH) THICK. HEAD
JOINTS SHALL BE 3/8 INCH (+ 3/8 INCH OR -1/4 INCH) THICK.
100.2.3-
THE BED JOINT OF THE STARTING COURSE PLACED OVER FOOTINGS
SHALL BE PERMITTED TO VARY IN THICKNESS FROM A MINIMUM
OF 1/4 INCH TO A MAXIMUM OF 3/4 INCH.
100.2.4-
MASONRY WALLS SHALL BE RUNNING BOND OR STACK BOND
CONSTRUCTION. WHEN MASONRY UNITS ARE LAID IN STACK BOND,
9-GAGE (MINIMUM) HORIZONTAL JOINT REINFORCEMENT, IN
ADDITION TO REQUIRED VERTICAL REINFORCEMENT, SHALL BE
PLACED IN BED JOINTS AT NOT MORE THAN 16 INCHES ON CENTER.
100.2.5-
LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY
EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8
INCH WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 INCH WHEN
NOT EXPOSED TO EARTH OR WEATHER.
100.3 REINFORCING STEEL GENERAL
100.3.1-
REINFORCING STEEL SHALL BE NO. 5 BARS. EXCEPTION: WHERE
TWO NO. 5 BARS ARE REQUIRED WITHIN THE SAME GROUTED
MASONRY CELL OR BOND BEAM, ONE NO. 7 BAR MAY BE
SUBSTITUTED.
100.3.2-
WHEN TWO BARS ARE REQUIRED IN THE SAME CELL OR BOND BEAM,
THEY MAY BE BUNDLED.
100.3.3-
SPLICES SHALL BE LAP SPLICES.
1. NONCONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING
BARS ARE NOT SPACED FARTHER APART THAN 5INCHES FOR NO. 5
BARS AND 7 INCHES FOR NO. 7 BARS.
2. SPLICE LENGTHS SHALL BE A MINIMUM OF 25 INCHES FOR NO. 5
BARS AND 35 INCHES FOR NO. 7 BARS (40 BAR DIAMETERS). SPLICES
OF A NO. 5 BAR WITH ONE NO. 7 BAR SHALL BE A MINIMUM OF 25
INCHES, AND TWO NO. 5 BARS WITH ONE NO. 7 BAR SHALL BE A
MINIMUM OF 35 INCHES.
100.3.4-
REINFORCEMENT MAY BE BENT IN THE SHOP OR IN THE FIELD IF:
1. ALL REINFORCEMENT IS BENT COLD, AND
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX BAR DIAMETERS, AND
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT. EXCEPTION: WHERE BENDING IS NECESSARY TO
ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY
EMBEDDED IN CONCRETE SHALL BE PERMITTED TO BE BENT AT A
SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT
TO 6 INCHES OF VERTICAL BAR LENGTH.
100.4 COVER OVER REINFORCING STEEL
100.4.1-
FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE: 3 INCHES IN FOUNDATIONS WHERE CONCRETE
IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE
EARTH; OR, 1-1/2 INCHES FOR No. 5 AND SMALLER BARS, AND
2 INCHES FOR No. 6 AND LARGER BARS WHERE CONCRETE IS
FORMED AND WILL BE EXPOSED TO THE WEATHER. IN NARROW
FOOTINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMODATE
A STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CON-
CRETE COVER, THE HOOK SHALL BE ROTATED IN THE HORIZONTAL
DIRECTION UNTIL THE REQUIRED CONCRETE COVER IS ACHIEVED.
100.4.2-
FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS
NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER
FOR REINFORCING SHALL BE 1 1/2 INCHES REGARDLESS
OF BAR SIZE.
100.4.3-
FOR CAST -IN -PLACE BOND BEAMS WHERE CONCRETE IS EX-
POSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR
REINFORCING SHALL BE:
1 1/2 INCHES FOR NO. 5 BARS AND SMALLER,
2 INCHES FOR NO. 6 BARS AND LARGER.
100.4.4-
REINFORCEMENT BARS EMBEDDED IN GROUTED MASONRY CELLS
SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR
FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN
REINFORCING BARS AND ANY FACE OF A CELL.
100.4.5-
REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN:
2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO
EARTH OR WEATHER.
1 1/2 INCH FOR MASONRY UNITS NOT EXPOSED TO EARTH
OR WEATHER.
100.5 FRAMING NOTES
100.5.1-
ALL WALL AND SHINGLE ROOF SHEATHING SHALL BE 15/32" MINIMUM
C-D PLYWOOD SHEATHING OR OSB.
100.5.2-
ALL ROOF SHEATHING SHALL BE STAGGERED WITH THE LONG
DIMENSION PERPENDICULAR TO THE FRAMING.
100.5.4-
ALL INTERIOR FRAME BEARING WALLS AND ALL EXTERIOR FRAME WALLS
SHALL BE ANCHORED TO THE ABUTTING CMU WALL WITH (3) 1/2"x6"
STANDARD WEDGE ANCHOR BOLTS EMBEDDED IN GROUTED CELLS.
THE FLOOR P.T. PLATE SHALL BE ANCHORED WITH 1/2" x 8" STANDARD
WEDGE ANCHORS AT 32" o.c.
100.5.5-
AT ALL INTERIOR BEARING WALLS, WHENEVER AN UPLIFT CONNECTOR IS
REQURIED AT THE TOP OF THE WALL, THE CONNECTOR AT THE BOTTOM
SHALL HAVE CONSISTENT UPLIFT VALUE.
100.5.6-
WHENEVER A GIRDER TRUSS BEARS ON A FRAME BEARING WALL, IT SHALL
BE SUPPORTED BY A MINIMUM OF AN EQUAL NUMBER OF STUDS AS PLIES
IN THE GIRDER.
100.5.7-
TRUSSES SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF FLORIDA, AND SHALL CONFORM WITH THE TPI
DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED TRUSSES, AND
SHALL CONTAIN BOTTOM CHORD WIND BRACING METHODOLOGY.
101 FOOTINGS AND FOUNDATION
101.1 DESIGN
101.1.1-
TYPICAL FOUNDATION DETAILS AND MINIMUM SIZES ARE SHOWN ON THE
FOUNDATION PLAN AND THIS SHEET.
101.1.2
A SOIL OR WASTE PIPE OR A BUILDING DRAIN PASSING UNDER A FOOTING
OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING
ARCH, OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE
SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH.
101.2 CONSTRUCTION
101.2.1-
THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND
CORNERS USING CORNER BARS OR BY BENDING THE BAR IN ACCORDANCE
WITH 100.3.4. IN BOTH CASES, THE MINIMUM BAR LAP SHALL BE 25 INCHES.
101.2.2-
FOUNDATION STEMWALLS SHALL BE AS THICK OR THICKER THAN THE WALL
SUPPORTED ABOVE, BUT IN NO CASE LESS THAN 8 INCHES THICK, AND
SHALL HAVE SAME VERTICAL REINFORCING AS THE WALL ABOVE.
101.3 FOOTING DOWELS
ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND
SHALL BE EMBEDDED A MINIMUM OF 6 INCHES INTO ALL FOOTINGS; DOWEL
BARS SHALL LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCHES.
WINDOW AND SLIDING GLASS DOOR DOOR (I.E., SGD) BUCK INSTALLATION
WOOD BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT
TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR SGD FRAME.
THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD
1-3/4" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16"
TAPCONS (THROUGH THE WINDOW OR SGD FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF
1-1/4" OF PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER
THE MANUFACTURER'S INSTALLATION DETAILS.
PRIOR TO ATTACHING THE WOOD BUCK TO THE CONCRETE, BOTH MATING SURFACES SHALL
HAVE A BEAD OF ADHESIVE/SEALANT APPLIED TO BOTH SURFACES TO ENHANCE THE STRENGTH
OF THE JOINT.
ENTRY DOOR LIMITATIONS AND BUCK INSTALLATION
WOOD BUCK STRIPS SHALL BE "ONE BY" PRESSURE TREATED WOOD. WIDTH SHALL BE SUFFICIENT
TO EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW OR DOOR FRAME.
THE WOOD BUCK STRIPS MAY BE INITIALLY ATTACHED TO THE CMU OR CONCRETE WITH CASEHARD
1-3/4" NAILS AT 16" O.C. THE BUCKS SHALL BE FINALLY ATTACHED WITH REDHEAD 3/16"
TAPCONS (THROUGH THE DOOR FRAME) WITH SUFFICIENT LENGTH FOR A MINIMUM OF 1-1/4" OF
PENETRATION INTO THE CMU OR CONCRETE. THE NUMBER OF TAPCONS SHALL BE PER THE
MANUFACTURER'S INSTALLATION DETAILS.
DEADBOLT SHALL BE TITAN 780 SGL. CYLINDER (OR EQUIVALENT) W/ 2-3/8" BACKSET 039" FROM
TOP OF SLAB. LOCKSET SHALL BE TITAN 720H SGL. CYL. (OR EQUIVALENT) W/ 2-3/8" BACKSET
® 44-1/2" FROM TOP OF SLAB. USE 4-1/2" X 1-5/8" WOOD LOCK BLOCK 0 EACH LOCK PREP.
GENERAL NOTE FOR OPENINGS:
WOOD MEMBERS THICKER THAN THOSE SPECIFIED MAY BE USED AS LONG AS THE LENGTH OF
THE 3/16" TAPCONS IS SUFFICIENT TO OBTAIN A MIN. OF 1-3/8" PENETRATION INTO THE CMU
OR TIE BEAM.
106 OPEN STRUCTURES
106.1-
COLUMNS SHALL BE CONSTRUCTED OF STANDARD MASONRY UNITS OR
PILASTER BLOCK OR MAY BE CAST IN PLACE CONCRETE. MAXIMUM COLUMN
HEIGHT SHALL BE 12 FEET TO TOP OF BOND BEAM. COLUMNS SHALL
CONTAIN A MINIMUM OF FOUR VERTICAL BARS, ONE IN EACH CORNER.
1. VERTICAL COLUMN REINFORCEMENT SHALL BE FOUR NO. 3 BARS FOR
8x8 INCH COLUMNS AND FOUR NO. 5 BARS FOR ALL OTHER COLUMN SIZES.
2. CLEARANCE FROM THE VERITCAL BAR TO THE MASONRY FACESHELL SHALL
BE 1/2 INCH. MINIMUM COVER FOR CAST IN PLACE COLUMNS SHALL
BE 1-1/2 INCHES OVER THE COLUMN TIES.
106.2-
CONNECTION OF COLUMNS TO THE FOUNDATION BELOW AND TO THE BOND
BEAM AT THE TOP SHALL BE AS FOLLOWS:
1. 8x8 INCH COLUMN; ONE NO. 5 STANDARD 90 HOOK INTO THE SUPPORT
AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP.
2. 8x16 INCH COLUMN; TWO NO. 5 STANDARD 90 HOOKS (ONE IN EACH
CELL) BOTH AT THE BOTTOM AND INTO THE BOND BEAM AT THE TOP.
3. 12x12 INCH COLUMN AND 16x16 INCH COLUMN; FOUR NO. 5 STANDARD
90 HOOKS (ONE AT EACH VERTICAL BAR) EXTENDING FROM THE FOUNDATION
AND SPLICED WITH THE VERTICAL COLUMN REINFORCEMENT FOR THE BOTTOM;
THREE NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT TOP, MINIMUM,
AND EACH SPLICED INTO A VERTICAL COLUMN BAR FOR CORNER COLUMNS; &
TWO NO. 5 STANDARD 90 HOOKS INTO THE BOND BEAM AT THE TOP EACH
SPLICED TO SEPARATE VERTICAL COLUMN BARS FOR COLUMNS NOT LOCATED
IN A CORNER.
106.3-
LATERAL TIES OF A MINIMUM 1/4 INCH DIAMETER SHALL BE USED TO ENCLOSE
VERTICAL COLUMN REINFORCEMENT AS FOLLOWS:
1. MAXIMUM VERTICAL SPACING OF LATERAL TIES SHALL NOT EXCEED THE LEAST
NOMINAL CROSS SECTIONAL DIMENSION OF THE COLUMN.
2. LATERAL TIES MAY BE PLACED IN THE MORTAR JOINTS (PROVIDED THEY ARE NO
LARGER THAN 1/4 INCH DIAMETER) OR IN THE GROUT.
3. THE BOTTOM LATERAL TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN ONE
-HALF THE LATERAL TIE SPACING ABOVE THE TOP OF THE FOOTING, SLAB, OR
BEAM IN ANY STORY. THE TOP LATERAL TIE SHALL NOT BE MORE THAN ONE
-HALF THE LATERAL TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT
IN THE BEAM ABOVE.
107 WINDOWS
ALL EXTERIOR GLAZING MATERIALS SHALL BE IMPACT RESISTANT COVERINGS CERTIFIED
BY THE MANUFACTURER TO MEET THE REQUIREMENTS OF SSTD12, ASTM E 1886 AND
ASTM E 1996. HOWEVER, IF PANELS MEETING THE LOADING REQUIREMENTS OF FBC
1609.1 FOR THE 170 MPH WIND BORNE MISSILE TEST, OR, WOOD STRUCTURAL PANELS
MEETING THE REQUIREMENTS OF FBC 1609.1.2 ARE USED FOR OPENING PROTECTION
THEN THE WINDOWS NEED ONLY MEET THE PRESSURE REQUIREMENTS OF FBC 1609.1
FOR THE 170 MPH WIND LOAD AND NOT THE WIND BORNE MISSILE TEST. THE CON-
TRACTOR IS REQUIRED TO PROVIDE DOCUMENTATION FOR THE WINDOWS AND PANELS
DEMONSTRATING COMPLIANCE WITH THESE SPECIFICATIONS.
108 DOORS
ALL EXTERIOR DOOR MATERIALS SHALL BE ABLE TO RESIST THE LOADING REQUIREMENTS
OF THE FBC SECTION 1609.1 FOR THE 170 MPH WIND LOAD. THE CONTRACTOR IS
REQUIRED TO PROVIDE DOCUMENTATION FOR DOORS DEMONSTRATING COMPLIANCE
WITH THESE SPECIFICATIONS.
WINDOW, EXTERIOR DOOR AND PANEL CRITERIA
THE MANUFACTURER'S SPECIFICATIONS AND TEST RESULTS FOR THE REFERENCED WINDOWS,
SGD, DOORS AND PANELS IN REGARDS TO COMPLIANCE WITH FLORIDA BUILDING CODE
SECTION 1609 FOR A 160 MPH, 3 SECOND GUST, WIND LOAD HAVE BEEN REVIEWED AND
ACCEPTED BY THE ENGINEER OF RECORD FOR USE ON THIS PROJECT WHEN INSTALLED
IN ACCORDANCE WITH THESE PLANS AND THE MANUFACTURER'S SPECIFICATIONS.
TYPICAL CORRECTION NOTES
1) ONE SIMPSON RFB#4x10 MAY BE SUBSTITUTED FOR 1/2" ANCHOR BOLTS WHEN NECESSARY
2) MISSED HURRICANE STRAPS FOR CONCRETE BEAMS - USE SIMPSON MTSM20 WITH (7) 10d IN
TRUSS AND (4) 1/4"A-3/4" TITEN FASTENERS IN CONCRETE FOR UPLIFTS UP TO 870 LBS.;
IN CONCRETE FOR UPLIFTS UP TO 1175 LBS.;
3) MISSED DOWELS - SET 5/8" DIAMETER, 33" LENGTH DOWEL INTO 3/4"x 8" HOLE; SET IN
SIMPSON SET EPDXY OR EQUIVALENT.
4) FIBERMESH FIBER REINFORCED CONCRETE MAY BE USED IN LIEU OF THE 6x6x1O/10 WELDED
WIRE MESH REINFORCEMENT IN CONCRETE FLOOR SLABS.
ADDITIONAL GENERAL & STRUCTURAL NOTES
1. CONSTRUCTION METHODS SHALL COMPLY WITH ALL STATE AND LOCAL CODES.
2. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS TO VERIFY DIMENSIONS,
DETAILS, AND/OR ANY DISCREPENCIES PRIOR TO CONSTRUCTION.
3. THESE PLANS WERE REVIEWED BY THE ENGINEER FOR STRUCTURAL
COMPLIANCE WITH SECTION 1609 ONLY OF THE FLORIDA BUILDING CODE.
4. THE CONTRACTOR MAINTAINS THE RESPONSIBILITY FOR ALL CONSTRUCTION MEANS
METHODS & TECHNIQUES, INCLUDING BUT NOT LIMITED TO THE STANDARD
CONNECTIONS OF ALL ROOF, WALL, FLOOR AND STRUCTURAL PANEL SYSTEMS.
5. UNLESS OTHERWISE NOTED, ANY OPENING GREATER THAN 6' IN A MASONRY WALL
SHALL HAVE THE CELLS ON EACH SIDE FILLED WITH CONCRETE AND (1) #5
VERTICAL RE -BAR.
6. UNLESS OTHERWISE NOTED, FOR WOOD BEARING OPENINGS UP TO 6' USE
(2) 2x12 BEAM WITH (2) FULL LENGTH STUDS, AND FOR OPENINGS GREATER
THAN 6' USE (2) 2x12 BEAM AND (3) FULL LENGTH STUDS AT EACH END.
CONNECT BEAMS TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END.
TO STUDS WITH A MINIMUM OF (2) USP RT12's EACH END.
7. Buildings shall be constructed in accordance with the provisions of
the climatic and geographic design criteria as limited by the
provisions of this section. Additional criteria shall be set forth in
Table R301.2(1) of the Florida Building Code 2020 7th edition.
8. Flame spread and smoke index for wall and ceiling finishes shall
be in accordance with Sections R302.9.1 through R302.9.4.
9. Flame spread and smoke -developed index for insulation shall be
in accordance with Sections R302.10.1 through R302.10.5.
10. All gypsum board materials and accessories shall conform to
ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C
1278, C 1396 or C 1658 and shall be installed in accordance with
the provisions of this section. Adhesives for the installation of
gypsum board shall conform to ASTM C 557.
11. Ceramic tile surfaces shall be installed in accordance with ANSI
A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1
and A137.1.
2x4 LOOKOUTS
24" O.C. (TYP.)
UP TO2'0
"X" BRACING (2x4) @ MID
POINT REGARDLESS OF HEIGHT
AND AT QUARTER POINTS IF
HEIGHT IS TOR MORE;
EXTEND BACK 3 BAYS
HARDI SIDING OR
TEXTURED CEMENT FINISH
ON METAL LATH & FELT
OR TYVEK & 5/8" PLYWOOD
W/ NAIL PRO 2x.075 @ 6" O.C.
PER ASTM C1063 GABLE END TRUSS
SEE ELEVATION -\
10d NAILS @ 6" O.C.
INTO 2x6 PLATE
8" U-BLOCK WITH
WITH (1) #5 RE -BAR
TOP CONTINUOUS
VERT. REINF.
SEE PLAN
2x4 BLOCKS @ 16" O.C. FASTEN TO LOOKOUT W/TWO
10d NAILS AND CLIP WITH HCLH OR H4 (IF MORE THAN
12" OVERHANG) OTHERWISE TOE NAIL W/TWO 10d NAII
TO GABLE TOP CHORD
USE USP HCLH (or L) OR SIMPSON
H4 CONNECTOR AT ALL ENDS OF CROSS
BRACING - DO NOT TOE NAIL
25" MIN LAP
ACTUAL CHANGE IN BEAM
ELEVATION DETERMINED IN
FIELD
#5 HORIZ REBAR IN BEAM BLK
SEE TYP. WALL SECTION FOR
DETAILS
BEAM BLOCK
SEE WALL SECTION
FOR DETAILS
#5 REBAR
VERTICAL
BEAM BLOCK
SEE WALL SECTION
FOR DETAILS
#5 HORIZ REBAR IN BEAM BLK
SEE TYP. WALL SECTION FOR
DETAILS
#5 HORIZ REBAR CORNER BENT
IN "L" CONFIGURATION FOR
MIN. LAP ON VERT. REBAR
CHANGE IN BEAM BLOCK -
ELEVATION DETAIL
USE USP HCLH (or L) OR SIMPSON
H4 CONNECTOR AT ALL ENDS OF CROSS
BRACING - DO NOT TOE NAIL
2x6 P.T. (MIN.) ATTACH TO BEAM W/
1(2" 0 x 8' ANCHOR BOLT AT
3 O.C. w/ 2" 0 WASHERS OR
3/16" 0 TAPCONS WITH lI' MINIMUM
EMBEDMENT AT 12" O.C.
3" EMBEDMENT
CONVENTIONAL GABLE END CONNECTION DETAIL
NOT TO SCALE
NOT TO SCALE
ENTRY DETAIL
NOT TO SCALE
JT' ED TOTTIT
T ; - T;:IA ��P
AT _INC `_i NII'
ill,
-T
SOFFIT DETAIL
NOT TO SCALE
PRE-MANUFACTUll
TRUSSES
2X4 STUDS
SEE WALL SE(
FOR APPLICAI
AND STUD SP
@ 24" O.C.
2X BLOCKING
AS REQUIRED
BY FLORIDA
BUILDING CO[
RESIDENTIAL
NOTE: NON BEARING WALL DETAIL IS IN
ACCORDANCE WITH 602.2 OF THE
FLORIDA BUILDING CODE 6TH EDITION
R704.2.1 Vinyl Soffit Panels
Vinyl soffit panels shall be installed using fasteners specified by the manufacturer and shall be fastened at
both ends to a supporting component such as nailing strip, fascia or subfascia component in accordance
with Fig. R704.2.1. Where the unsupported span or of soffit panels is greater that 12", intermediate
nailing strips shall be provided in accordance with Fig. R704.2.2 unless a larger span is permitted in
accordance with the manufacture's product approval specification. Vinyl soffit panels shall be installed in
accordance with the manufacture's product approval specification and limitations of use. Fascia cover shall
be stalled in accordance with the manufacture's product approval specifications and limitation use. _
NON- BEARING WALL CONNECTION
NOT TO SCALE
CONNECT TRUSSES TO LOAD BEAR
WALL AS NOTED ON THE PLANS.
'CONCRETE FOUNDATION
.AS NOTED ON PLANS
4 n
FRAME BRG. WALL W/ OPENING
TYPICAL CONNECTOR DETAIL
IJrojore1F-Ty'IRIa
DETAILS AND
SPECIFICATIONS
ris
W A T E R- A I R- L A N D
5109 Grand Palmetto Way chrisbeers@byu.net 941-628-0635
North Port, Florida 34291-8049 fax 413-687-9013
►' `' `'' Digitally signed by Christopher D Beer
H
f ' DN: c=US, o=Unaffiliated,
� ou=A01410D00000172B9270F630000
2DA, cn=Christopher D Beers
cn
STATE of = : Date: 2021.09.24 16:47:05-04'00'
• o-
�,�4s •''• •••''••Q�, CHRISTOPHER D. BEERS, P.E.
`�g�1 sv►►' FLORIDA LICENSE NO. 64594
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DATE
2/12/2021
DESIGN BY
CHECKED BY
MODEL
MAGNOLIA B BO
OWNER
REV
DESCRIPTION
1
P1 11 MAY 2021
2
P2 08 JUN 2021
3
P3 25 AUG 2021
4
5
6
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SHEET
S2
STRUCTURAL
SCALE: 1/4" = V-0"
10 OF 8
PERM
Level 1
120 CFM
6" Duct
6" Exhaust Vent
a6'wxsz'H
30'W x 52'H
Bath
26'W x68'H
8x8
T
129 dm
F
60'W x 66'H
F
Bed 2
8x8
6
118 dm
Master Bed
12x12
12x8
j5,
165dm
Hall
8x8
165dm"
10"
129dm
T
10x6 y
F
78dm
10x1Living Room 10x10
0
d�"
161 cim
6„
161 dm
10"
T
T
Kid Kave
16 x 16
F
y
F
y His
8x4 4"
6 "
30x18
12„ 4dm
947 dm
7 ,.
6" F
5„ � Hers
30'Wx52'H
12x12
16x16
143dm
10x6
61 dm
Bed 3A
16x16
5"
91
Laundry
g��
8„
14 321dm
8x8
6
Master Bath
T 63 dm
12x8
y
T
Kitchen
143dm
®
6„ 5"
8x8
1'6'Wx3'2'H
12'
"/I
y
y
F
62 dm
8x8
8x8 Lin y
18"
16"
Pantry 116dm
116dm
6"
H/W
12
7"
Ducts Penetrating
the
100 CFM
Walls or Ceiling
Garage
10x6
7"
6" Duct
Separating the
65clm 5"
12x8
6" Exhaust Vent
Dwelling
Foyer F 12x12
180dm
from the Garage
12x8
180dm
Shall Be
Constructed ofA Min
181 dm
Den
No.
Dining Room
26 Gage Sheet Steel
or
OtherApproved
Material
3'0"W x 68'H
4'5'W x 57
4'6'W x 5l'H
Job #: 1423
Performed by Chris Bateman for:
Melendez Residence
1990 SW Del Rio Blvd
Port St. Lucie, FL 34953
Air Calcs, LLC
7550 Hidden Hammock Ln
Vero Beach, FL 32966
Phone: 772.800.8413
vickilynne@aircalcs.com
Scale: 1 : 115
Page 1
Right -Suite® Universal 2021
21.0.07 RSU29066
2021-Jun-15 09:44:41
...VAC\1990 SW Del Rio Blvd GBI.rup