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HomeMy WebLinkAboutREVISION, plans, 050812"
.H.
Lod 00M0010"Cloon,
Finish Columns with
5/8" thick cut coral
finished stucco bands
Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
a. 5v crimp metal roofing attached to plywood deck using #9 x Ls"
screws with self sealing washer at 12" o.c. max spacing over ASTM D
2) 30 lb felt underlayment installed with min. side laps and 6" end
rastened with corrosion resistant tin caps and with 25" ring shank nails
!d L" o.c. at all laps and two staggered rows 12" o. In field. Attach
to trusses using attachment detail on this sheet
IL
5/8" thick light textured
stucco on typical concrete
block construction
5/8" thick x 8"w cut
RIGHTELEVATIONcoral finished stucco bands
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651,12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and 1,25" ring shank nails
s aced 6" o.c. at all laps and two staggered rows 12" o. n field. Attach
dpeck to trusses using attachment detail on this sheet
12
4 1 SLOPE
-I I.V.D. /II II II II II II II II II II
12
SLOPE 4
8'-1" T.O.B.
12"
H.
/ 0'-0" = Finished Floor
ELEVATION NCT�=S:
GulfgCoast Supply and MFG 5v Crimp Metal roofingg ii L 4
II4
6LI2
wood asc5ewscwitph selfalsealinggwasher etl2 olcWomaxds3acingnover9ASTM D
(type 2) 30 Ib felt underlayment Installed with dada. 4 side laps and 6" enc
laps fastened with corrosion resistant tin caps and with 5" ring shank mall
spaced 6" o.c. at all lapa and two staggered rows 12" o.c, field. Attac
deck to trusses using attachment detail on this sheet
12
SLof_�,
2"
,.H.
R
Finish Columns with /
5/8" thick cut coral
finished stucco bands
RF-14R
- Overhangs at 1'-0" unless otherwise noted on Roof Flan
- Roof pitch at +12 unless otherwise noted
- ,Ang changes to this plan shall be submitted to the architect
for approval in w"iting prior to Starting construction.
- Return ALL Stucco Bands Into UJindoLJ or Door.
12"
o. 5/8" thick x 8"w cut
3 coral finished stucco bands
3
\ 5/8" thick light textured
stucco on typical concrete
block construction
" = Finished Floor I_ _ - - _ _ _ - - _ _
LEFT ELEVATiON
Product Approval Submittal Affidavit
Opening
Schedule Swing Doors, Overhead Doors, Sliding Doors,
Windows k Skylights
Opening
TypeNUMBER
NOA/FL
Product
Model #
Manufacturer
Glass
Attachment method
Expiration
Date
Design Pressure
of Approved Tests
1"2,3
FLU 11499.2
Single Hung
SBPIBS 185
MI Windows
and doors
L x gpcona W mi ppn�}Letet max
ion each corner end L O.C. tharea�'ter thrail,
ough PT Buck into solid
filled CMU well mainmin 2.5" edge distance in strict adherence
to the product approval.
+ 60 sr
p
A
I6-0330.02
Overhead
Garage Door
g
Model 824/811
q'-4" max width
1L'-0" max height
g
DAB
• to cersreta ac sit i e ce mt
as br vart. w p 3/9 x L' Hilc HLC bk eve enebre a e' ae
I3S• do. asM. wen 1' wipe durance. Install track to busk
aD 5/4' a 5/a rue tMeed lea acne m seeh b ackst maimaminp
rovda l/IL ��" mhar an rdLe a
"sr afield adhere to product apprwel
10-9-21
+ 50,0/-LO.O psf
B
FLU 11114.1
Fiberglass
Design Pro/
Smooth Pro
Jeld=Wen
Elco 1/1" dia. tapcon with min 1.25" embedment at 3" max
from corners and 11.5" o.c. mac thereafter in head and jambs.
+ 50.0 PSF
C
FLU 15332.2
SlidingGlass
Door
Series 420
MI Windows
and doors
p x one qq min genet etr"t at Max.
ion each corner endo.c. e11 double row tRareefter throng
PT Buck into slid filled CMU call maintaining min 2.5' edge "stance
instrict edherenca to the product a
approval.
+ 49.2 PSF
-
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
Ex Spiration
Date
Design Pressure
of Approved Tests
Mullions
FLU 15353.8
CM-18531
vertical mullion
MI Windows
and doors
For CMU use (2) 1/4" x 2 3/4' tapcons with min 1 1/4' embedment
penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25"
self tapping screws per clip as shown in product approval.
+ 118.9 PSF
Roof
Roof
FLU 11651.12
Crim
Rop orin g
Gulf Coast Supply
and manufacturing
2L ga. 5v crimp metal roiling attached to plywood deck using 99 x 1.5'
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt underiayment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails
spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vinyl Soffit
Kaycan
Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using
98 x 3" wood screws at each truss. install soffit to battens using
0.12" dia. x 1.5" lona rinashank nails with 8" die ad.
+55.0/-35.0 PSF
Hurricane
Panels
FI# 15011.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5"
long 55 s rawbotheom andcombo.withNeotheprenewasher at 12 1/2' o.c.
± 45.0 PSF
I have
reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) i
SCALE: 1/4" = 1'-O"
2"
z
5/8" thick x 8"w cut -�
coral finished stucco bands
-0'-4" A.F.F.
2" x 4" top plated II I/2" drywall ceiling on truss, bottom cord
I/2" drywall on
x 4" studs at IL" o.c,
base -board ---� 11 11 i 2" x 4" P.T. bottom plate
12
4 1 SLOPE
\ 5/8" thick light textured
stucco on typical concrete
block construction
ELEVATiON
SCALE: 1/4" = F-O"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c, max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with inn. 4' side laps and L" end
laps fastened with corrosion resistant tin cap* and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attacl
deck to trusses using attachment detail on this sheet
5/8" thick light textured
stucco on typlcal concrete
block
construction
FRONT ELEVATION
4" concrete slab with fibermesh OR
L"xb" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated
fill
nterlor Non -Bearing Fartition
nts
Braden t
Braden AIA, PA
Wynne Building
Corp.
Architects
- Planners
Telel
S.E. Coconut Avenue
(772) 281-8258
Carlton 299
Fax
E-mail:
: (112) 28'1-8283
bradenaiagcomcast, met
Spanish Lakes
Stuart, FL
3,g994 #AACOO0032
Sp, Lucie Count Florida
File Col
CONCEALED FASTENERS RATTACHMER
ARE THE RESPONSII ILPY OF THE
CONTRACTOR 0 RECORD
ALL USFIOfNMti
UFACTORSAND SH COMPUAWE
WrM FSC ENERGY DE MUST
REMAIN ON ALL DOOR AND WINDOWS
TERMITE
i rIG➢c r s.nnu+ nnr r.�� .
a ARE SUBJECT TO ANY
REQUIRED BY FIELD IN'
MAY BC NECFSSARI
COMPLYWITH �,LI AcPP
REQUIRE
ST. Incur roTNTY RiM MITISION
RFVfF8Nc0FO %A",
d in
DATEtl fit PT' f�ti JL� a
iI.A.NS A:VD PETt 1IT'. UST l
0_.
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails, Substrate
to be 19/32" COX Plyw d nailed at 6" o.c.
infield and edges with tOW7 ring shank galvanized
nails into truss webbing,
all
SCALE: I/'4" = 1'-0"
12"
H.
5/8" thick x 8"w cut
coral finished stucco I
Finish Columns with
5/8" thick cut coral
finished stucco bands
ALL CON7RACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Cade Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is:Enclosed Risk Category: II Wind Velocity: 115 mph ultimate
Mean Roof Height II'-p" Roof Pitch: 4:12
Internal Pressure coefficient: ±0.18
SubJectabilag to damage from: Weathering: Negligible Termites: Vertl Heavu
Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate
Wind Exposure Clai alfication: C
Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASO desiggn
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.LIDL
Components E Clalding Wind Pressure (NET) Roof Zone: L +20.L/-32.1 psf
Roof Zone: 2. +20.4/-51.0 psf
Roof Zone. 3. +20.4/-84.0 psf
Components t Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf
Wall Zone: 5. +35.8/-41.8 par
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3paf
Shear Walls Consiorred For Structure? Yes
Continuous Load Path Provide0ye -
Are Components an Cladding Dirt a Provided? Yes
Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Teat: psl
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 Oaf
FLOOR LIVE LOAD:._ par FLOOR DEAD LOAD: 10 of
JOB ADDRESS:
Date Drawn Revisions
12-8-16 4-4-11 Plan Reveiw
GARAGE Drawn by:
LEFT
c.c.u.
Checked by:
D.R.13.
Sheet
i
OF 5
HIj• ROOr 2r�2
Try 4:12 PITC
= Roof Zone I
Walla Zone 4
Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
Comm #
I�-300
11
"FLOOR FLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.s.
36" high by 4" diameter
I. Contractor to verify ALL notes and dimensions prlor to steel Crash past. Floor
Flange with 4 - 3/e"
proceeding With Work. expansion bolts into
2. Contractor to STRICTLY enforce ALL OSHA Requirements. Slab (3/8"t 50 kSi steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have b„
a minimum 1,400 P.S.I. fiber stress. 2'/," 2,,'
4. No dissimilar metals to touch. ��° /,'
5. ALL Concrete used for slabs shall be min. 2.500 PSI concrete. b
ALL Concrete used for vertical filled cells, tort. tie beams etc.. to o
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix r3/e° 2'r,'
6. Drywall at cellings shall be leveled and attached to bottom chord 4.,
2
of trusses with screws per FBC R702.3.5• o 0
ure treated.
7. ALL wood in contact with concrete shall be pressy1,
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
II. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Building Department
surveyor to set In field.
13. Separation between residence and garage shall be per FBC R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Masonry Beam
17. All exposed attic Insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block
lprior with
door case
hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall comply
With F.B.C. R314 - see permit info box of code edition
18. G psum board material shall conform to ,ASTM C34, C19, C475, C514, C630, C931
C 60, C1002, C1047.C1177, C1178, C1278, C1395, or C1396 and shall be Installed
.I ". + +ho fnllnullnrl• (1=i3C R702.3.5) _
Drywall
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nall stung options For
of dr into
Thickness
spacing
Installation call
woad Framing members
Nails
Screws
Maximum
2n min. thickness
Ceiling
Perpendicular
24"
�"
12"
13ga long l 3/8'OlRwith 19/64" head
O.cI diameter x 1 1/4" long
annular -ringed or 5d cooler nail
OR
0.060" dia. x 15/8" long with
Walls
Either
I6"
gll
16
15/64° headOR
Direction
G psum board nail 0,086" dia.
x y/8 with 9/32' head.
Ceiling
Perpendicular
24"
T'
12"
13ga I S/8'O long with 19/64" head
0.098" diameter x 1 3/8" long
annular -ringed or dd cooler nail
e'
O
0.092" dia. x 11/8" long with
I6"
Walls
Either
I6"
8"
I/4" head
Direction
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/64" head.
Install SGD thru buck Into p OIO
block with 3/16" tap -con with
1 1/2" penetration at 6" o.c. Max.
from each corner and 20." o.c, max
thereafter at head per product approval
Use 3/16" tap -con with
11/2" penetration at 6" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product aprho
19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6.
A108.1, A118.1, A118.3, A136.1 and A137.1
20. Cement, fiber -cement or glass mat gyypsum backers in accordance with ASTM
be1288 used a, C1325
bat �rR f or11IS the awall rd tile alindtub areasanuand cwallers panels reco
an lso nm showelronareas shall
21. Insulation Including facings such as retarders or vapor permeable members installed
Within floor -telling assemblies, roof -telling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyin smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R31(.
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651-12
26 ga. Sv crimp metal roofing attached to plywood deck using e9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 Ib felt underlagment installed with min. 4' side lap• and 6" end
laps fastened with corrosion resistant tin caps and with 1.2S" ring shank malls
spaced 6 o.c. at all laps and two staggered rows 12" o.c. In field. Attach
deck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
with c(10) 10d ox at /2ac
naTas 12 PRE-ENGINEERED TRUSSES
( 24" o.c.) supportmg Max. 4 �- at 24"o.c. TYPICAL
I8101bs. uplift (shop drawings by manufacturer)
Aluminum Drip
Edge t Fascia
\R-30 blown fiberglass
in bottom chord of trusses
/2" dr({wall with smooth finish
2" x 6" Sub -Fascia
Kagcan full o vent vmgl soffit installed
using I/e" din shank x 15" long gels.
roofing nails with 3/8" dia. head per
product approval - see chart sheet 41
5/e" thick light textured
stucco on t Ical concrete
yp
block construction
Two rows of beam block filled with concrete
and (1) 45 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cant, for bottom row over openings
1/2" drywall over I" x furringg
strips a't 16 o.c, with R4.1 fl-foil
-insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type 'M" onlg proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC FLO1.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
=
I
ao
#5 bar vert, w/
30" overlap
at each filled cell
IZI,
Wood
Base
Fill cell with concrete and
(I) #5 bar vert. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes For
spacing at openings
4" concrete slab with fibermesh OR
6"x6' #10/10 WWM on 6 and Visqueen over
/ clean compacted termite treated fill
Grade -
�- II_�I��-_I�I11II III 1-.. `_ IIIIIIII J�III�I,�II�-
III III 1=1 I 11-
-III - 114" % 14" Concrete footing
14" with i(2) #5 bars Cont. and #5
TY F f C �A L SECT ION transverse bars at 48" o.c.
Scale : 1/2" = I'-O"
Head
fixed door
sliding door
E 1 v2„
AREA
CALCULATIONS
Living A/C
= I"I sq.
ft.
Front Porch
= 153 Sq.
ft,
Rear Porch
= 1% Sq.
ft.
Garage
= 321 sq.
ft.
Total Under Roof= 2,124 sq. ft.
2" VTR
JAL
I
I
I
21' VTR
Master J;L
Bath 1
I
ILe : I
2"
Lay.
4•
32" VTR
JIL
'
I I
2. 3.
shay. I
Kit. sink I
Kitchen 2" I
Lay. 1
3"
w.c.
Bath #2 sitar.
3"
C.O. To (#epte
PLUMBING RISER
1" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment \
Masonry Wall
_..Bottom 'Track,,.....,,
Typical Flooringrr-
Sill Install SGD thru buck into
block with 3/14" tap -con with
S l i d I r g D oor Detail I from
penetration at 6" ." max.
from each corner and 20." o.c. max
thereafter at Jambs per product approval Jamb
At Masonry Wall NTS
l.UIrdow
Schedule
Marki
Size
Roo h Open,
Window Descrl tlOr
PRESSURE ZONE
I.
4'-5%"x 5'-3%a"
54/a"x 63i4'
Single Hung
ZONE 4
2,
6'-2%"x V-3 %a"
15" x 63 %4'
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
21/2"x 38%d'
Single Hung
ZONE 4
4.
4'-5/e"x 4'-2%a"
54%"x SI
Single Hung
ZONE 4
ALL
Windows to be aluminum
windows W/ tint
and mullions per
elevations.
ALL windows to withstand
pressures in permit info box on
sheet 1
ALL windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified by contractor
with
manufacturer s specs prior to construction
Door Schedule
Markl
Size
Rou h O enng
Door Description
PRESSURE ZONE
A
9'-0" X T-O"
loan x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
41'/,"x 83%4"
Fiberglass Panel - Inswing
ZONE 4
C
6'-0" X 6'-8"
14" x 81 %_or:I::t°a
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-8"
Solid Core - Wood
- 6-Panel -Bi-Fold
Finished 24" x 811/2"
8
7-4" X 6'-8"
Solid Core - Wood
- 6-Panel
F
5'-0" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
G
2'-8" x 6'-8" x 1 %4'
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X 6'-8"
Solid Core - Wood
- 6-Panel
J
2'-6" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
K
2'-8" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet UI
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
N
O
ul
MINIM
Van,
an Dryer
thro Dr wall
I
c"v 2" fille
T
rA/I
Meter
O
I" I
EGRESS
MASTER
jill
BEDROOM
8'-0" A.F.F.
Flat Ceding
y.
y, at
12" x 12" concrete column block filled
with concrete and (2) #1 bars vert. tied
Into lintels above
Covered Porch
8'-O" to 9'-8" A.F.F.
IlIV Vaulted ailing
G R E ,4I T
ROOM
I
I
Rod t'Shelf
Vanity to
ye
I
34 Yu"hlg
cn
O
00
l 0
2" x 6" knee -wall
8'-O to 9'-8" A.F.F.
r
I (K
below counter top
IllVaulted Ceiling
CLOSET
DINING
Rod t
-J
Shelf
8
7s
ROOM©
y..
` Dui.
iATH
o
`�
I Vanity to be
34 y2"high
o
(4r')
I'
9/4 �� 13'-0%"
1 . _. Wall
KITC�E
O
t -
- 1-1/2"
8'-0" A.F.F. war ang
O "
L.1 - Flat Ceding
10,
Upper cmimets to D
extend o/er Ref. 3'-
no "nng - Rra4CJi1 � I
R-II oat in 4"(1)
4"� Steel Ballard
See detail on this shxt
Provide auto 22" x54" , Il.,
closer I Attic 4=684 S
L _ With Ight _ J y
$ I
W 7
p
a - JI
22"
4" 6'-
O
P
Amp
nel
s
m
6
O -00
,
© to
GARAGE
E
RGEN Y
DRESS
O
'-4" A.F.F.
L-i
MT
r
III Flat Ceiling
N
„
install windows thru buck into
block with 3/16" tap -con with
11/2" penetration at V o.c. max.
from each corner and 20." o.c. max
thereafter at ,Iambs and 20" o.c. max.
Exterior face at head and sill per product approval
of wall / \ Buck to be I" x 4" PT
10'-2"
BATH
Rod it Shelf
f-IIIIIIIIiEl'O" A.F.F.
Flat Ceiling
13' -6"
SECOND m\
BEDROOM
4-
N
I
'v-
r-----------------
I Block wall in
I garage to be I
�- struck block
I
=
O
EGRESS O
° 0 0 0(]
O 3'-1"
�1714 -6 I
°
COVERED
oRC
12" x 12" concrete column block filled
with concrete and (2) #1 ars vert. tied
into Iintels abovetin
12'
O
I I
I ® I
I I
n
°° ��
T-O" 3'-5" 2'-8" 2'-8" 5'-2" 6'-4''
15'-10" 5'-4" 31-4" II'-6"
36'-0"
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x 6" PT Buck
of wall -� / \
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMB, HEADER, AND
Detail a t LU I n d oW S prior to window attachment SILL BLOCK PRiOR TO BUCC INSTALLATION [Detail at Door
NTS
Braden t Braden ,AIA, P,4
Architects - Planners
411 S.E. Coconut Avenue
Tel : (772) 281-8258
WL}nne Building Corp.
Q p�
Carlton 2 I I
LEFT E
Date Drawn :
12-3-I6
Drawn by:
C.Z,-•U.
Revisions
4-4-I1 Plan Revelw
Fax : (772) 281-8283
E-mail: braderaias comcast. net
Stuart. FL 34994 UAAC000032
Spanish Lakes
St. Lucie County Florida
Checked by:
D..g.
#8 Wood screws thru jamb into buck
at each hinge and 15" o.c. max and
prior to door attachment
NTS
Sheet Comm it
2, l�-300
OF 5
File Copy
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19p/32" CDX PI wood
4, tin peramit infocbox8 based
these„plans foe zone roof stated
K
eaZone
Area
Edge
Field
Fastener
-Pressure
I
6"
6"
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
'16 psf
Zone 3
4"
4"
8d ring shank
84 psf
** Zone 30
6"
48 wood screw
112.5 psf
** Use nails or screws based on pres ure for root star,ea
in permit info box on these plans for zone 3
Verlfg with Plan
Concrete 12"x 12"
/ Lintel Column Block
#1
Rebar
Reber 48 Bar Dia.
Min. Overlap
C olumn to L Intel A t t a c � m&nt
NTS
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel Into continuous
beam block steel t\
Provide Cast -Crete
BUS-OB/OT precast - -
lintel set in mortar
Min. 8" Bearing - ---
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
;vide PT Buck
ached per iamb
ilia into filled c
4" Pre -cast
Sill \
J=�
Filled Cell
Provide 45 bare with min. 48 bar
diameters overlap in filled cell. Tie
filled cell steel into continuous
footer steel.
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" bloekipp to Vert. leg of
truss with 10d x 1.5 nails at 4" o.c.
r Install Simpson MGT into wall usingg
cv 5/8" dia. threaded ro act min. 12"
into wet beam and (222 IOd nails into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 92L over ASTM D type 2 paper backed
wire lath palled to substrate through one layer of
ASTM D Tape 2 felt paper using ad nails. Substrate
to be 19/32 CDX Plywood nailed at 6" o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12
2G ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self seating washer at 12" o.c. max spacing over ASTM O
(type 2) 30 Ib Felt underlayment installed with min. 4' aide laps and 6' end
laps fastened with corrosion resistant tm cape and with 1.25" ring shank nails
spaced 4 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Additional Precast Lintel
Lintel
Bar
Clear
"A"
"all"
#5 bars
t'•;:' CLF-AR
Length
Length
Span
Bars
Bars
2'-8"
none
2'-10"
2'-2'
2,43
none
`----� ----' ----'
era-OBAT era-IBAT BF8-IS/2T
4' -O"
3'-10"
2'-8 "
2,tt3
none
Additional
4'-6"
4'-4"
3'-2"
2.#3
none
#5 bars ••-
�:``
CLEAR ...�.
ne Row of "H"',:
Block Above r'":.
5'-4"
5'-2"
4'-0"
2A3
none
-6"
2,44
none
r Precaat Lintel r a;`�,'�.;f.ry
t :,a i
L
G,_4,
5,_4„
2414
none
t:�"''• i Additional i
1'-0"
6'-2"
2.#5
none
i #5 bars
`----� `----'
BFIL-IB/IT BFIL-8/211"
8'-4"
7-10"
T-0
2A5
none
NOTES:
I. min. coverage of steel=1.5"
ALL reinforcing steel I5 g. rade 60.
2. min, bearing required a ea. end=8"
3. standard for renr, steel=A57M A4I5
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
"H" Block
Above
"
Bottom
steel
S1ZQ
Top
Steel
*Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
May-
Lateral
Load
(PLF)
L22
2'-2"
31-6'
8F8-OB/IT
I
#5
3069
1569
1024
L31
2'-L"
2'-8"
4'-0'
are-OBAT
I
#5
2561
13L3
163
L45
4'-5"
5'-10"
8F8-OBAT
I
#5
1105
909
339
L50
5'-0"
4'-v
8Fe-OBAT
I
#5
1238
835
121
LLO
L'-8'
T-V
are-OBAT
I
#5
loll
121
534
LBO
8'-0'
9'-4"
8F8-8/2T
I
#5
2
#5
152
591
512
L90
9'-0'
10'-4"
8F8-IB/2T
I
#5
2
#S
643
530
401
L90B
9'-0"
IO-v
BFIL-IS/27
ONE
1
#5
2
#5
m33
1183
401
LI00
10'-0'
11,-4'
or8-IS/2'r
1
95
1 2
#5
582
494
452
LIOOB
10'-0'
II'-4"
8F14-IB/2T
ONE
I
#5
1 2
#5
1346
1028
452
L120
12'-O"
13'-4"
8F8-IB/2T
I
#5
2
#5
411
42a
324
L120B
12'-0"
13'-4"
810I6-6/2T
ONE
I
#5
2
#5
1015
TIO
324
L140
14'-0"
15'-4"
BFIL-IB/2T
ONE
I
#5
2
#5
1250
409
259
LIGO
IL'-o"
n'-4"
BF8-I13/2'r
1
#5
2
#5 _
300
192
194
LIGOB
IG'-O"
II'-4"
BFIL-IB/2T
ONE
I
#5
2
#5
950
Soo
1114
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE TION REGARDING
- REFER TO CAST-CRETE CATALOG FOR ALL INFORM SAFE LOAD RING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSEfP-
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails -
( 24" o.c.) supporting Max.
18101be. uplift
Aluminum Drip _
Edge f Fascia
2" x 6" 5ub-F
Kaycan full o vent vinyl soffit installed
using 1/8' din shank x 15" long gaiv.
rooting nails with 3/8' dia, head per
product approval - see chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) #1 bare Vert. tii
into lintels above
thicken edge to 8"x8"
with concrete and 1
one 45 bar continuous
BEYOND
Top of footer
IL" below Finished floor
a
4
Aluminum Drip -
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd I
at each web
1/2' thick stucco on 3/8' ha -rib lath
attached to horizontal and vertical wood
homing with nails ggr staples to provide
ss no lethan 1-Mil" penetration into
horizontal wood framing and 3/4" penetration
into vertical wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be Flush with bottom of
sliding door recess.
Step per foundation plan
o- Slope per foundation plan w
Co crate Anchor" Per
Ma uracturers Specs
Poured Concrete or
concrete block well
� ,/ ,I/q"Max.
I �
I —
i "zeeAluminum Panel
Soren per arel manufacturer
I
v See Topical Stud Detail
' v 1/8' x 3/32" wing Nut w/
i v appropriate washer and spacing
i is
per manufacturer's Details
or"
cm
a .� I I
I
I
I
I
i Stud Detail
I
Poured Concrete or i Stud III Die Cast Zinc eTa
concrete block wall i Nickel Plated Wmg Nut
I/1•
Concrete An.
Per q•
Manufacturers Specs
Flush Mounted Shutter
nt5
Brace Gable end
with 2" x 4" SYP 42
art back nailed to bottom
of top chords using (2) 10d
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
9 24"o.c. TYPICAL
( shop drawings by manufacturer )
to
to
� X
+Li to
�
s
to m
a3
L �
�
L
1 d d
a
L
2sin
In d O
E_C= °D
O
i n to 'q-
("I'll
U (y
s
LU
Ea
Brace Gable end
with 2" x 4" SYP #2 min.
aft back nailed to bottom-
oF top chords using (2) IOd
nails at each truss
"\R-30 blown fiberglass
in bottom chord of trusses p
I/2" drywall with smooth finish M
Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
precast lintel Filled with concrete and (1) 45
bar cont. for bottom row over openings
1/2" drgwall over 1" x furringg
strips at 16" O.C. with R4.1 PI-foll
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining A5TM codes.
do Mortar to be Type "M" only proportioned per FBC R401.1
and Mortar joints shall compiy with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8' dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
either wet
nails into
set or in epoxy with
truss. Add blocking to
„
( 24 o.c.)
supporting Max.
truss leg
per detail
on this sheet %HETA
20 1810
lbs. uplift
Laiq
VA FA
Irv,
MEN
sale
IN
no
FEV esio,
ON
For
ZEN
muLan 1`00IFTIFT-OLOGIT00 to Plit,1000 Quick
woo9%cr`e;wsd"w'Mitpi self scaling washer at 12" o.c. max 1�,,:cng
Laing I,-]
over A
(t6pe 2) 30 Ilp felt underla6ment installed with min. 4
side laps anj'Sl7erld
laps fastened with corrosion resistant tin caps and with-1.25"
ring shank naila
Yenc�� to trusses using att chment det i on this sheet
ff
yl,
•r , k ,, ;
W
VI ^
LU
Q<41
UQ
W I— E
W u�
W J3 N
Z ;t-
�N
Z
W v
I <
LU n
(V
UJ
Q
Fill cell with concrete and
(U #5 bar (typicaU.
ROOF F J.._ j4 N
Vert.
Wood
Max. spacing shall not exceed
unless otherwise noted
e for
see foundation plan notes
see
— OVERHANGS AT I'—C" UNLESS OTHERWISE NOTED ON THIS SHEET
Base
J
at openings
4" concrete slab with Fill
— ROOF PITCH AT 4:12 UNLESS 07eHERWISE
=RCVIDED
NOTED ON THIS SHEET
Visgh en
6'x4" #10/10 WWM on G mill Vlsqueen over
- TRUSS SHOP DRAWINGS TO BE
BY MANUFACTURER
clean compacted termite treated fill
- ANY CHANGES TO THIS PLAN c�ALL BE
SUBMITTED TO THE
_
-1 I I I=1=1 I IIII1I hI I I1 11 IN IIII IIII— I I-
1111i IIII-IIIId A,=IIII IIIIi, IIIIiiii=iiii=iii iil� Ii1i- FI
II IIII 11I� iiii_II—lei-i�l 1=3 T Ieal S�etlon at Front Forch
tale • 1/2" = 1'-0"
Braden It Braden AIAe PA
Architects — Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax (172) 287-8283
E-mail: bradenala8comcast.net
Stuart. FL 34994 UAAC000032
ARCHITECT FOR APPROVAL IN I.,RITING PRIOR TO STARTING CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
Wgnne Building Corp. Date Drawn : Revisions : Sheet Comm 4
12-8 =16 4-4-I1 Plan Reveiw
Carlton 299 LEFT E Drawn by: c.c:u. "4 . I�-300
Spanish Lakes Checked bg:
St. Lucie County Florida D.R'B. OF 5
PANEL
"A"
circ#
2
Description
AHU
Wire Load BR Poles
#10 3.5 kw 30 2
Poles
BR
Load
Wire
Description
circ#
2
40
1.0 kw
#8
A/C comp
1
3
5
4
G
2
2
30
4.5 kw
#10
40 gal. water HTR
Ron a
#6
12.0
kw
50
7
e
I
20
1.8 kw
#12
Pump
9
10
Dr er
tt10
5.0
kw
30
2
11
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2
kw
20
1
1
20
1.5 kw
#12
Microwave
i5
it.
Refrigerator
#12
1.2
kw
20
1
I
20
1.5 kw
#12
Kitchen S.A.C.
11
I8
Recepts
#12
20
1
I
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
#12
-
20
1
1
20
1.2 kw
#12
Clothes Washer
21
22
Recepts
#12
20
I
I
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
tt12
20
1
I
20
1.4 kw
#12
25
26
Recepts
#12
20
1
1
20
L92 kw
#12
21
28
Recepts
#12
20
1
1
20
#12
General Lighting
29
30
Recepts
#12
20
1
I
20
#12
General Lighting
31
32
Recepts
412
20
1
I
120
412
General Lighting
33
34
Exterior GFCI
#12
20
1
1
20
#12
General Lighting
35
3(.
Bathroom GFI
#12
20
1
1
20
#12
Smoke Detectors
3T
38
General Lighting
#12
20
1
1
20
#12
Bathroom GPI
39
40
General Lighting
#12
20
1
spare
41
42
s are
PANEL
"A" LOAD
CALCULATION SHEET
Load
Description
Qt .
Watts
Total(Watts)
General Lighting..(3, .watts sq.. ft.)
Small_ A.ppliange, Circult(s).... .....
Range ...
Refrigerator ...............................................
Microwave
............................................I
Dish Washer
.................................................................
Clothes Washer
Clothes,Dryer................................................
Water Heater
.................................................................
Water Pump ...................................................
Garage Door. Opener ...... 11 ........... I
.................
......
...........
..............
..
.. , , . , ,
1135
3
5,206
2
I,500
3,000
1
12,000
12,000
I
1,200
1,200
1
1,500
1,500
1
1,200
1,200
I
1,200
1,200
1 5,000
5,000
I
4,500
4,500
I
1,800
1,800
I
810
810
Total
Watts
31.415
First 10000 Watts
9100%
1
10.000
10,000
Remainder
21415 040%
I
O
10,966
Electric Heat or A/C 10,000 965%
1
10,0 00
10,000
Calculated Load
Watts
30,966
Volta e
240
Calculated Wattage Divided by Voltage =
Total Amps
Panel Size Required =
129.03
150 Amps
Electrical S mbol Legend
Cj
Single Pole Switch
®
Recessed Can Light
53
Double Pole Switch
®
Eyeball Recessed
L
Fe
Push Button Switch
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
0-
Wall Mounted Light
=E)
Waterproof ground fault circuit
Light with Pull Chain (attic)
aFloor
Duplex Outlet
©
Computer Connection Jack
Flood Light
Electrical Parcel
Electrical Meter
Fc-m-1
Carbon Monoxide Detector
�2
Thermostat
m
©
Central Vac
EE1i
�S
Smoke Detector
Ceiling Fan
©
Television Jack
0
Telephone Jack
A s c
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
SPKR
Speaker Hook -Up
0
Intercom
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
Electric Notes:
I. Use copper wire only, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
S. ALL bath and kitchen receptacles to be GFI protected.
6. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM1602
10. A/C Refrigerant lines that are run thru slabs must be
sleeved in PVC
11. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed system shall be full operative.
13. Contractor shall pag for all fees, permits, testing, and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shah be provided for protection
against the public liabilitg and property damage for the
duration of the work.
16. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
the date of acceptance or certificate of occuparcg. or one
year from closing sale of house.
Correction of defects shall be completed without 64ditional
charge and shall include replacements or repair of any
other phase of installation that mag have been damaged.
Vent-thr�L ---
Soffit
MECH�4NIC,4L L/4YOUT
SCALE: 1/� " = I'-O"
li. It is not the intent Of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary for the equipment to be placed in
proper working order.
18. All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
and telephone company.
19. The electrical system shall be completely and effectively
grounded as required bg the latest edition of the N.E.C.
20. All material shall be new and shall bear underwriters'
labels Where applicable.
21. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the job conditions.
22. Furnish and install all fixtures as called for on the plans
or as selected bg others.
23. All racewags and pipes placed in or through ang concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from ang other service.
24. All exposed wire below 9'-1" shall be installed in metal EMT
conduit.
25. Dryer Vents to be installed per FBC RM1502
H.B.
Vent thru
-- Soffif ---
A/C disc.
iso
tt2/0 Aluminum feed
AMP
I ''/a• Conduit � PANE L
M TE
AHU
2" PVC ( FPL
Bare #L copper wire
2° rigid service FPL
to 4
5 cont. re ar in slab
ELECTRICAL IRISES
- Contractor shall use AL-CU Landing lugs. NITS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
No
r�
%G4�
- -
B
Stuart. FL 349% __ •-r•
I
16"
Z&
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
w.p. G
Install owlet under disc`/V7
�
not shown or
clarity
MASTER
BEDROOM
i
901M
d (CLOSIE
PATIO/SLAB
.Covered Porch,
I
� I
� 1
GPI
ITA
Smoke / Carbon Gi E T
Monoxide Detector R O M
Combo
S I
c i
I
I
I
i�
TV II
= II
II
I I
I I
- I I DINING
N\G,ROOM
�K1THEN� 1 I
^ I \
I �-
L - $moles .L (arLo -
Monovde Detector
Combo
G I GFI I
42"h GFI /ZOT
IA
'FM
N
A/C I W.H. I /®-
ul I I I� /ii,
_22_"__
x 54'_ , I7">1 Cents ` \
\ I ALwith Aght ~
150 Am L Oitional J L t \�S E C O N-D
Meter Panel Pen Pawl location BCE D R O O M
Pull chain) ® S FF
\
\ \ light in attic is \\
GARAGE 42"h GFI
II Garage /
Door /
Opener
o r-----------------1 / I
I I \ w.p. GFI
I I \
I I
I I
i 1 `� COVEREK:f
f-T POR-CH
SCALE: 114" = I' -Oil
Attic Vertincl Calculations 1=5C 2309,7
Total Attic Space - 212,4 sq. ft,
Venting Ratio VISO = 14.16 sq. ft. required
Provide A Continuous Vented Soffit
W( nne Building Corp.
Carlton 299
Spanish Lakes
St. Lucie County Florida
Post Light with
Photo cell I
Date Drawn : Revisions :
GARAGE Drawn
4-4-11 Plan Reveiw
LEFT Drawn by:
c..U.
Checked bg:
D.Q.B.
Sheet
ro]a.9
H.B.
Exhaust I
7hru S
Wire For
Front Post
Light
Comm tt
I�-300
:t
it
J,
a