HomeMy WebLinkAboutBUILDING SITE PLANSn. CE3VED
OCT 10 2019
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II651.12
U 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
(tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin caRa and with 1.25" ring shank nails
aced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach
6A to t.PU � A 11A~ " +w/i.ml"1+ AA#A1 n. +i.1a ak..+
b/ C"" thICK cut coral coral finished stucco bands
finished stucco bands RIGHT ELEVATION
SCALE: V4' - 1'-0'
GuIP Coast Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12
2L ga. 5v crimp metal roofing attached Lo plywood deck uang #9 x 1.5`
wood screws with self sealing washer at 12" o.c. max apaang over ASTM D
(type 2) 30 lb Palt underlagment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin capa and with 1.25" ring shank nai
spaced L" o.c. at all laps and two staggered rows 12" o.c. infield. Attae�
dock to trusses using attachment detal on tMa sheet
12
4 1 SLOPE,
I>I
E1 EV4TION NOTES
Gulf Coast Supplg and MFG 5v Crimp Metal rooting FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
IN screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb Pelt underlagment installed with sun. 4 aide laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all lapa and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
"' " "11'"^ �Y �. j ai sLucco on Lypica► concrete
flnlshed stucco bands block construction
REAR ELEVATION
Overhangs at 1'-0" unless otherwise noted on Roof Plan
Roof pitch at 4:12 unless otherwise noted
,Ancg changes to this plan shall be submitted to the architect
for approval In writing prior to starting construction.
Return ALL Stucco Bands Into Window or Door.
5/8" thick x 8% cut
3 coral finished stucco bands 3
5/8" thick light textured
stucco on tgplcal concrete
block construction
= Fin
LEFT ELEVATION
SCALE: 1/4' - 1'-0"
12
r¢ 1 SLOPE
SCALE: 1/4' - II
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood neck 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 underlagment installed with min. 4 side laps and L" end
I" fastened with corrosion resistant tin caps 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
1a"
a.,
5/8 thick x 8"w cut r7 ;
coral finished stucco bands �s
/8" thick x 8"w cut
7ral finished stucco bands
9/8" 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" CDX Plgwood nailed at V o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12"
—4" A.F.F. 5/8' thick light textured
stucco on tgplcal concrete
block construction
FRONT ELEVATION
SCALE: 1/4' - r-O"
5/8" thick x 8"w cut
coral finished stucco bands
Finish Columns with
5/8" thick cut coral
finished stucco bands
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
2" x 4" top plate/fli 1/2' drgwall ceding on truss bottom cord
I/2" drywall on
2" x 4" studs at 14" o.c.
base —board 11 11 / 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
VxL" #10/10 WWM on L mil Viayueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
s
PERMITTING INFORMATION (FORM 100)
Florida Swid►ng Code Residential: ith Edition and ASCE 1-10 for Wind Loading
l3o,11 g Deaggn la Enclosed Risk Cate y II Wmd Ysloeity: IL5 mph ultimate
Msan Roof He►ght: ' Rod P►tcl 4:12
Internal Pressure Cowrivilent. tin -la
Subjectabil►tg to damage from: Weathering: Negligible Term►tea: Veru Heavu
Width of Rod End Zone:- 3,_4' Wind Speed: mph ultimate
WinAdjustment
Clamffor fo►c Exposure
: C gh 1.21 x 0.L - 0.124 A D esi n
Ad ustment factor for E oaure Height.- gg dd iaa
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL; 0.LDL+O.AWL
Components Il Cladding Wind Pressure (NET) 1Z 7one. I. +20.L/-332.L W_
Lone: 2. +20.i/-57.0 paf
Rod Zone: S. +20.4/-84.0 pal
Components t Cladding Wall End Zone Width: �,'�_
Components t Cladding Wind
Pressure (NET) IMo one. 4. + 5.8/-38.-I per
Wail Zone: S. +35.8/-41.8 pat
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat
Shear Walls Considered for Structure? yes
Continuous Load Path ProvidedI
Are Components an Cladding DetT Provided? Yes
Minimum Sal Searing Pressure:2.500 be. Presumctive: X Su Test: nsi
ROOF LIVE LOAD: 31_ pal ROOF DEAD LOAD: 10 psi
JOB ADDRESS:'�
BY
St. Lucie (
Rod Zone I
Wells Zone 4
Rod Zone 2
Walla Zone 5
END ZONE
Corner Zones
Rod Zone 3
FLOOR PLAN
CRASH POST DETAIL
"
TYPICAL NOTES: SCALE 1/411 = 1'-0
I. Contractor to verify ALL notes and dimensions prior to
high by 4" diameter
steel
steel crash poet. Floor
proceeding with work.
Flappnge with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
lts
laba(3/8"nsion io501ntkst steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum IAOO P.S.I. fiber stress.
`"
4. No dissimilar metals to touch.
2%2' 2'`2"
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
o
�"
ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to
m
shall be 3,000 P.S.I. concrete and/or "4,000 P.S.I. grout mix
{3�a"
2y2"
6. Drywall at ceilings shall be leveled and attached to bottom chord
4'
of trusses with screws per FBC R102.3.5.
° °
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
2
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.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements."
h°
12. Lowest finished floor to be set bg 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
WH• = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC
R302.9.1
14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC
R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
Masonry Beam
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
IN x 6" P.T. Buck nailed to
block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attachmen
with F.B.C. R316 - see permit info box of code edition
6 19 15 51 6 0 9 1 18. G(�ppsum board material shall conform to ASTM C3 C C� C 4, C 3 C 3
C%O, C1002, C1041,0111, C1396 be
C1118, C1218, C1395, or and shall installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max a semi
Pasieners
Nail sizing options for
1712
drywall into
Spacing
mall
of
Maximum
Nails
FScrows
wood framing members
2 x min. thickness
Ceiling
Perpendicular
24"
IN
12"
13ga 1 3/8" long with 19/44" head
0.098" diameter x 1 1/4" long
/2
annular -ringed or 5d cooler nail
OR
0.080" dia. xx 1 5/8" long with
Walls
Direction
IL "
g "
IL "
15/64" head
R
Gypsum board nail 0.08L" dia.
x 15/8" with 9/32" head.
Ceding
Perpendicular
24"
IN
12"
13ga 15/8" long with 19/L4' head
0.098' diameter x 1 3/8" long
annular -ringed or Ld coder ri l-
OR
0.092" dia. xx 17/e" long with
Walls
Either
IL"
8"
I6"
Direction
I/4" bead
OR
Gypsum board nail 0.0915" dia.
x I 1/8" with 19/L4" head.
Install SGD thru buck into
block with 3/I4' tap -con with
1 1/2' penetration at V o.c. max.
from each corner and 20.' o.c. max
thereafter at head per product approval
Use 3/I6" tap -con with
1 1/2' penetration at V o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product a_ppro
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM
C1288, C1325, OR CII18 and installer I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanying smoke
developed index not to exceed 4S0 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
21 ga. 5v crimp metal rooting 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 with 1.25' ring shank nails
dpe
s aced 40
o.c. at all laps and two staggered rows 12 o.c. in held. Attach
ck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
barrio 4b') 10d x 1 1/2 each
f 24" it suppporting Max.
s. iali upldL
Aluminum D
Farip
Edge t
2" x 6" Sub -Fascia
Kagcan rug o vent vinyl soffit i
uael 1/8' din shank x 1.5" long
roaring nails with 3/8, dia head
product approval - we chart at
5/8' thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30' overlap
at each filled cell
Grade
12
4 �- PRE a NZ4"o c RTYPICAL SES
(shop drauiings by manufacturer)
\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall mith smooth finish
Two rows of beam block filled with concrete
and (1) #5 bar cant. in each row. substitute
grecast lintel filled with concrete and (1) #5
ar cant. for bottom roe over openings
1/2" dr wall over I" x furring
strips al IL" o.c, with ll fi-fail
insulation on topical 8' Block walls
All drywall to be installed per FBC Ill
and shall meet all pertaining ASTM codes.
W Mortar to be Type "M' oilyy proportioned per FBC R601.1
and Mortar Jonta shall comply with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (el showers, tuba etc...)
Fill cell with concrete and
() #5 bar vert. (typical).
Max. spacing shall not exceed
Wood 48' unless otherwise noted
Baas see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"xV #10/10 WWM on ill, mil Visquaen over
clean compacted termite treated fill
H
14" x 14' Concrete footing
14 with (2) #5 bars cont. and #5
tran.verss bars at 48'
TYPICAL SECTION
Scale : 1/2" = 1i-O"
s1
N.T.S.
Head
fixed door
sliding door
AREA CALCULATIONS
Living A/C = 1446 sq. ft,
Front Porch = 141 sq. ft.
Rear Porch = 200 sq. ft.
Garage = 321 sq. ft.
Total Under Roof= 2108 sq. ft.
Total Cubic Ft = 11,568
Z• VTR
JL
I
I
I
21" VTR
Masterr�� J�
Bath I
I
shr.
1L8wm. k JI
,• 1
+• 1II
2' YII
TR
..
i3' I
Kitchen 2'fillI
I
I
I
Lev.
W.C.
Bath #2
3'
Co..To Septic
PLUMBIi`1G RISER
I" x V P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Well
Bottom Track '"--Typical Flooring
Sill- Install SGD thru buck into
block with 3/I6" tap -con with
Sliding Door Detail I penetration at L" .* max.
fromom each corner and 20.' o.c. max
thereafter at Jambs per product approval Jamb
At Masonry Wall NTS
Window
Schedule
Mark
Size
Rou h O en.
Window Description
PRESSURE ZONE
I.
4'-5%°x 5'-3%"
541 L3%i'
Slr�k Hung
ZONE 4
2.
V-2%a'x 5'-3 %a'
75" x 63%
Sw4e Hung
ZONE 4
3.
'-2" x '-2 I/2"
2V2"x SS%8"
8inoe Hung
ZONE 4
4.
4'-53ls"x 4'-2%°
1
54%"x 54Ye"
Smgle 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 I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
Door
Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X T-O"
108" x 84'
Overhead Garage Door
ZONE 4
B
3'-O' X L'-8"
411/+"x II
Fiberglass Panel - InwM
ZONE 4
C
L'-0" X Lll
14" x 81 �2' „a"
Sliding Glass Door
ZONE 4
D
2'-0. X 6'-8'
Sohd Core -
Wood - 6-Panel -BI-Fold
Fireshed
24' x 81 %2`
E
2'-L' X L'-8"
Solid Core -
Wood - L-Panel
F
5'-0" X V-8"
Solid Core -
Wood - L-Panel - Bi-Fold
G
2'-8" x V-8" x 1 %;'
Solid Core Wood. Steel, or Masorete Door
H
2'-8" X L'-8"
Solid Core -
Wood - L-Panel
2'-6" X L'-e"
Solid Core -
Wood - L-Panel - Bi-Fold
K
2'-8' X L'-8'
Solid Core -
Wood - L-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified bg contractor
With manufacturers secs prior to construction
O
iv
4
o ral�o111111,l c �111�
N
MASTER
a= BEDROOM
ua8'-0" A.F.F.
e) Flat Ceding
�r
I
IN 2" fd
4'-O"
0
T
A/C
Meter
r"
er
v
ie i i
CLO E
1 IV
12' x 12" Concrete column J
block filled with concrete and
(2) #1 bars vert. tied into
lintels above
Covered Porch
8'-O" to 9'-8" A.F.F.
Vall Ceding
GR IAT
ROM
1
I
I
I
I N
x L" knee -wall 8' O" to 9'
J counter top I Vaulted Ceiling
I DINING
ROOM
I
Varil to be
34 Y2"high
(414) 9Y"" /-O 3/1„
4'-1"
,R-II alas ndatlah W.H. w` I
q 4 Steel Ballard
Ses detail ap f,{fi�shnq i
I 22' x 64' I�"
Provide auto I Akme
ers
closerL ...................................
-� -
22" a _ y
I50 Amp 4" _Q.
P nel a A 111_ 1
GARAGE
O '-4" A.F.F.
IRV Flat Ceding
O
N
3'-6.
Install windows thru buck into
block with 3/IL" tap -con with
11/2" penetration at V o.c. max.
from each corner and 20." ll max
thereafter at jambs and 20' o.c. max.
Exterior face at head and all per product approval
of wall / Back to be IN x 4' PT
r----------------- I
I Block wall in - I
garagge to be
I struck block 1
I
1 ® I
Zn
Y
r
I
•• 3'-0"4"
I
O�I
BATH
Rod t Shelf
IE
I
in
N
in
ih
I
Ln
N
8'-O" A.F.F.
IV Flat Ceding m
SECOND n N
l i
BEDROOMS °
0.,
EGRESS
O O
ucfVERED 12' x 12" concrete olumn block filled
l
RC with concrete and (2) 1 bars vert. tie p
into lintels bone in I
9'-0" 3'-5" T-8" 2'-e"
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
Windows
I' lock with case hardened nails ON ALL JAMB, HEADER, AND
Detail at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK M
NTS INSTALLATION - -
aden It Braden AIA, PA Wynne Building Corp. Date Drawn Revisions
Architects - Planners 9-4-ICI
"411 S.E. Coconut Avenue h Grand Carlton GARAGE Drawn lag:
Tel : (112) 281-8258C.C.U.
Fax : (112) 281-8283
:+,,,,E-mail.
�iil a.aaaL ai earnnnna° Sparnah Lakes y Checked by:
St. Lucie Count Florida D.R.B.
Exterior face
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
Attach buck to block wall with
1/4" dia. Elco cone screws with min.
1 1/4" penetration at 12" o.c. max
and 4' max from each corner thru
2" x L" PT Buck
ws thru jamb into buck
and 15' o.c. max and
attachment
NTS
Sheet
2.
OF 5
Comm
12-2�
B
STRUCTURAL
NOTES:
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
8.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
9.
DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
ROOF (DL+LL) = 41 PSF
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE =foci'
3.
POISON SOiL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
10.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
11
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
BE
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
1 2.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
BEAMS: 1-1/2"
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
13.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
6•
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
IS.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
1•
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
16,
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING.
FOUNDATiON FLAN
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2600 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at .48"
o.c. max. Provide (1) filled cell on each side of openings upto 5'-11" wide.
Provide (2) filled cells on each side of openings from 6'-0" to 9'-I1"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/211 concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/ Thicken edge to 8"x8"
30' overlap EE TYPICAL with concrete and
at each filled cell �ECTIONS one #5 bar continuous
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
=I I III I_ 14'w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14"
1) TYPICAL FOOTING DETAIL
qe Al C 1/'�1" = I,—n"
4" concrete slab with fibermesh OR
6 x6 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar Cont.
Step per
A. is
foundation plan
ci
w
10" (2) #5 bars cont. bottom steel
12"
J/ DETAIL AT GARAGE STEPDOWN
�111011ff=
12' x 12' concrete column
block filled with concrete
and f2) $1 bars vert. tied
into lintel& above Verify house slab
height in field
Top of footer
I6" below finished floor
IIIIII
30"x30"xlb" concrete
column footing with (4)
#5 bars each wag
SCALE: 1/4" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfflling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
IIII IIIII�IIII
I
N
PORCH SLAB EDGE DETAIL
Qf`AI = 1/07" =
#5 bar vert. w/
30' overlap
at each filled cell EE TYPICAL
ECTIONS
Adjust curb height
based on gar. floor +{" concrete slab with fibermesh OR
slope. 6"xb" #10/10 WWM on 10 mil Visqueen over
*�$
45 bar 1n curb clean compacted termite treated fill
S n_n„ a FF At-,
_ —T—TIT
1 1 1 1 I l i—i i 14"w x 14"d concrete monolithic
footing with (2) #5 bars cunt.
14"
GARAGE CURB DET
1/2" = 1'-0"
2' x V PT wood secured with \
3/8"die. x V anchor bolt at IS" o.c.
overhead door track secured to wood
,Iamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Oo ),
Gq
Sinale Filled Cell Column
NTS
Filled Cell Masonry Column With One
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden III Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaia'scomcast.net
1 QI
I FI
z al
O Filled cell under
girder above
24"
io
Rear Patio/Slab
O
I r J
to be poured separate LU I
from the house
1
slab.
n I
o I
I
°
IS) I
I Thicken footing to
24"w x 14"d x 24'L I
FI under filled cell I a
under girder bearing. °
I °°L.-- _
m I Rear Patio/Slab to
Uc be flush with bottom of
u I sliding dorecess
?+a I Slor ape 1/2"
°I
I
I
I
°I
0
I
n
4'-0"
32'-B"
I
I, 4" concrete slab with fl
VxO #10/10 WWM on L mil
I � clean compacted termite
ID
I
I
i�
I
I °
I
I�
I ❑
— 1
r—--------w.H I
1 4'0 Steel Ballard
v filled all Concrete®
0 1I COI
1I Q y
p%v
I Env I I
I �_
I EN I 1
I t''s i_
H r a�-i I D. OL in
q O-0 o
o sa U I °
I po _ I
I `go c F`5 I
0 tr# u IL
IL -
-----FI -----
I
I
I
I
I
�I
I
I
:r esh OR 1
Visqueen over
tr ated fill
I
I
I
FI
I
m I
I
I°
FI �
I°
I
I
I°
I
I
� I
-T-T-T-T-T-T-
° ° I I I I I I ° ° °
= I
tu ®I
o I
I V i ® r ° — — —
n° r.Ato
ragesl�oor °n n° �--- —
r
Wtunne Building Corp.
The Grand Car
Spanish Lakes
St, Lucie County Florida
9'-0"
12" x 12" concrete column block fdlec
with concrete and (2) #1 bar& vert. ti
into lintels above
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FOOTING
SCHEDULE
sore
De
arn t
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
J"IwAk
12"W
X 12"D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30' x I6"D
COLUMN FOOTING WiTH (4)
#5 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a O'-Om
Date Drawn Revisions : Sheet
9 Comm # -4_19
GARAGE
E Drawn 12 _ 2 lO
C.C.U..
Checked bg:
D.R.B. OF 5
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 19/32" CDX Plgwood
4. Use nails or screws bas d on rere for roof stated
in permit info box on these passns t�or zone 3
Keil
Area
Ede
Field
Fastener
Max.
Zone 1
4
6"
8d ring shank
45 psf
Zone 2
411
4H
8d ring shank
-16 Pat
3
8d ring shank
84 psf
!�dZone
** Zone 3a
4"
6"
#8 wood screw
112.5 psf
** Use nails or s rews based on res ure for r of stated
in permit info box on these plans or zone
Concrete
/ Lintel
Column
Verify with Plan
Rebar 48 Bar Dia.
Min. Overlap
Provide #5 bars with rain. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel
Provide 95 bar set in pre -cost
lintel Into boom others length of
the opening calls for it.
Provide Cast -Crete
OUO-OB/OT precast --- -- - =- ---- ---
kntel set In mortar _
Min. s" Bowing -- --r'r --: -=--�---T
x 12' \
n Block
Rebar
to Lintel Attachmert
or PT Buck
ad per jamb
into filled cot
4' Pre -cast
Sill e
Filled Call
Provide #6 bars with min. 48 bar
dfemetera overlap m filled call. Tie
filled call steel into continuous
rooter steel
`'":'; ':J'?: ..,`:: :,.;-y'1':. �'.',.7.1
f "•'� Concrete Footing
(we looter schedule
for ewmct ezes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2' = 1'-0"
NITS n
SINGLE PLY REAR GIRDER TRUSS
Mal 2' x 4' blto vert. leg of
tress with IOd x 1.6 nails at 4' o c.
U Simpson MGT into ad iming
on. 120
slut b andeadir(A IOd maills into uwe
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tgpe 2 fait paper using 8d nails. Substrate
to be 19/32' CDX Plgwood nailed at G o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661.12
2L got. 6v crimp metal rooring attached to plywood deck using #9 x 1.5"
wood *craws with self scaling washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with men. 4 side laps and 0 and
taps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
road 0 o.c. at all laps and two stagggered rows 12" o.c. in field. Attach
deck to trusses using attachment detal on this sheet
LINTEL SCHEDULE
Mark
11111n4ow
WON
Uret
Same 1
fast- rates
Rome or
'H' iDloek
=
1m
Silo
Max.
� � 4
Maxor
(a
Max
� r
L22
2'-2'
V-0
OFO-Oil/IT
I
as
306411
Weil
1024
L31
0-L.
41-O•
sps-Od/IT
1
#6
26M
130
163
L45
4'-5'
5'-Kr
8rs-Onsm
1
#5
806
q0q
3341
L60
6'-O•
L'-L"
111IN0-08I
1
#6
1238
O36
TA
LLO
V-8'
11-C
eFO-ORAT
1
86
Ion
121
934
L80
W-o'
TI
#PO-IB/2T
1
#5
2
#5
162
s91
611
L90
q'-O'
10'-64
OFO-1B/2T
1
iR
2
86
449
530
401
L105
q'-O'
10'-0
Olel"R 2T
ONE
1
85
2
as
533
us
401
LIO0
101
W-Y
OFO-I5/2T
1
*5
2
#s
582
4"
452
LIO05
10'-O'
I W-4'
Sf IL-ID/2T
I ONE
1
85
2
as
1566
1026
452
L120
12'-0'
13'-4'
OrO-Ie/ST
1
#5
2
95 1
4 n
428
324
LI406
k1'-O/�'
13'-4•
SM-15/2T
ONE
1
#6
2
#6
1015
110.
324
LI40
W-00
E'-4'
OFIL-I13/2T
ONE
1
#6
2
#s
1260
601
2511
LILO
K'-O"
n'-4'
9FO-11111/2'r
1
#6
1
85
300
M2
144
LItOB
W-O'
IT-4• I
OFIL-15I
ONE
1
$5
2
of
no
500
M4
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurcrcane anchor at each truss
with (10) IOd x 1 1/24 nails -
( 24" eI suppporting Max.
1810lbs. upkft
Aluminum Drip
Edge k Fascia
12"
2' x 6'
Kelican full o vent vinlil aoffet installed
wwiinngB I/a' dia shank x IS' long gels.
roixrng nosh with 3/8' dia. hood per
product approval - sea chart sheet 81
12' x 12' concrote cokurar
block filled with concrete
and (2) #1 bars veert. tie
into ]Intel$ above
thicken edge to 8"ze'
with concrete and
one #5 bar continuous 'IN
BEYOND
Top of footer
16' below finrahed floor
1/2'
an
Aluminum Drip -
Edge t Fascia
Flash and Counter v
flash
Nail ledger to
gable and truss
with f2) IOd la
at each web
5/8" thick light textured
stucco an typical concrete
block construeUon
Varies - see plan
#5 bar vart. w/
30' overlap
at each filled call
Rear Patio/Slab to
be flesh with bottom or
sliding door recess.
Step per foundation plan
a Slope per foundation plan t
IIIIIIIIIIII—IIII IIII � �
IIIIIIIIIIII—IIII -IIII IIII
;: 1111��I,IIII,� IIII=IIII Ills -Ili
Brace Gable end
with 2" x 4' SYP #2
Oft back nailed to bottom
or top chords using (2) IOd
nails at each trues
PRE-ENGINEERED WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings bg manufacturer )
\R-30 blown fiberglass
in bottom chord of trusses
—1/2" drywall with smooth finish
Two rows of beam block filled with concrete
—and (1) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cunt. for bottom row over openings
1/2" drilwall over I" x furringg
strips at 16" o.c. with R4.1 fi-foil
—insulation on typical 8" Block walls
Brace Gable and
with 2" x 4" SYf
Oft back nailed It
of top chords usir
nails at each true
Strati truss to wall using Simpson MGT with
5/e dea. threaded rod with min 12" embedment
into beam either wet set or in epoxy with
PI IAd nwda m4n e•mas Odd hinelnne to
Simpson HETA 20
hurricane anchor at each truss
( 2—j" o.c.) supporting Max.
NIL IM
mwamwu
WAPA14 VAO r"A
I
IN
I
I WIN
IFFA
WNW. W"�
I
I
M W1 JA
A
WA
VA
oil
JLL
screws Wl?h Me
It's
to
fastened with
s�!P
W"'M
All drywall to be installed per FBC R102.3.1
i and shall meet all pertaining ASTM codes. ETA 20
W Mortar to be Type "M" only pro, ortioned per FBC R601.1
and Mortar joints shall comply with FBC L0�.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) REVIEWED FOR
Fill cell with concrete and ROOF J`
Fill
#6 bar with
vent. concrete
an. f� I CODE COMPLIANCE
Max.'48unleacinot hall n noted exceed ' ' "GIE "^UNTY
Wood we foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET BOCC
Base spacing at opening® — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrete slab with ribermesh OR
Viet" #10/10 WWM on 6 mil Vesqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
;i IIII — ALL TRUSS TO TRUSS CONNECTIONS BY
II TRUSS MANUFACTURER
- — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
11111 i=1
14 "II111111 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
Ty_plcal
Section at Front
Porch
— CONTRACTOR
TO PROVIDE FOR
FORM BOARD SURVEY AND
TO PROVIDE
FORM BOARD
SURVEY TO TRUSS
COMPANY PRIOR TO TRUSS
CONSTRUCTION
1-2-19
PANEL
"An'
Polo
BR
Load
Woe
136 a ptton
awe#
cave
Description
Wwa
I Land
I OR
Palos
1
20
1.2 ko
$12
Rorrigoratar
I
Range
#L
T12.0 ks
60
2
1
20
1.2 ka
#12
Clothes Washer
3
1
20
IS ko
*12
Kitchen S.A.C.
5
4
DPW
#IO
6.0 km
30
2
1
20
IS ko
$12
Kitchen S.A.C.
I
aoa
1
20
$12
BathroRevepts
1
1O
Aa Can
#10
5.0 km
30
2
-
1
20
1.2 ko
#12
Dmhnolier
II
12
1
20
1.2 ke
#12
Micraeve
13
14
Ass H
810
5.0 km
30
2
1
16
-
#14
Gorerd Lighting
15
IL
1
15
014
General Lighting
11
18
WH
#10
5.0 km
25
1 2
-
1
15
e14
Gsnerd LtgKmg
19
20
-
1
15
#14
Gerrrd Ltghnng
21
22
GDO
812
0.81 KW
20
1
-
I
15
e14
Gerard LtgWiig
23
24
span
spen
26
24
span
spore
21
28
span
Spent
21
3o
span
PANEL "A" LOAD CALCULATION SHEET
Load Description
ata.
I Watts
Total(Watts)
General Lighting (3, waits ag; ft,)
Small. ARp4Ance. ,CRPPIrr�l�...................................
.Ra!+ge.........................................................
Refrlperetor..................................................
.Microwave.....................................................
Dish . Washer ...................................................
,Clothes ,Wash?f...............................................
. Glg4hep .Dryer ................................................
Water Heater
..................................................
Garefle. Door _Opener ........................................
ri36
3
5.206
3 000
2
1.500
1
12,000
12 000
1
1,200
1,200
1
1.500
1,500
1
1200
1200
1
1.200
1 00
1
5,000
5,000
1
4,500
4.500
1
810
810
Total Watts
36AIF
First 10000 Watts 0100%
1
10.000
10.000
Remainder 26A16 e40%
I
O
10.24L
Electric Heat or A/C 10.000 90%
l
10.000
10.000
Calculated Load
Watts
30,20.
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 12L.O2
Panel Size Required = 150 Am s
Electrical S mbol Legend
$
Sin
40 POW switch
®
Recessed Can Light
Double Pahs Switch
Elileball Recessed
P5
Push Button Batch
Exhaust Fan
D Outlet
¢
Ceiling Mamted Light
Special Receptacle
♦
Wall Mounted Light
star g circuit19Lisk
with Pull Chan (attic)
®
Floor Duplex Outlet
C
Computer Connection Jack
®
Carbon Monoxide Defeats
4&
Flood Light
Q
Thermostat
m
Electrical Penal
®
Central Vac
8
Electrical Motor
®
Smoke Detector
Ceiling fan
®
Television Jack
❑Z
Telephone Jack
,c Disc
A/C Disconnect
®
I z 4 Florescent Light
®
2 x 4 Florescent L
®
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AiR
Soffit
FIELD VERIPY SERVICE
LOCATION RESPECIVE
TO PANEL LOCATION AND USE
APPROPRIATE RISER BELOW
A/C disc.
A/C disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd
2" PVC Schedule
40 conduit
2" PVC Schedule
AMP
40 conduit sleeve
IS
into attic
MCB
PANEL
AHU
PANEL
AHU
200a rated
meter can
n
200a rated
meter can
n
Intersystem banding Intersystem bonding
2" PVC (FPL Termination pant 2" PVC ( FPL Termirmtlon pant
schedule 80 Cschedule 80
2' maid service FPL 2" maid service FPL
iod.
ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER
i - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTS
i - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W.
manufacturers recommendations which manufacturers recommendations which
i shall be verified prior to construction shall be verified prior to construction
- Verify AiC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
AiC
Meter
IL3 CFM
lo>ao1�
MASTER
BEDROOM
10 CFM
IOxloxi
I.N - - - -
B�z9
CLOSE
150 Amp
Panel
OPTIONAL
PATIO/SLAB
4\1
--�-`!�4
10,
A� xAiecoss
L _ am light i
GARAGE
----------
I I
1 I
I I
I t
I I
I
PATIO/SLAB
I�m
I
I
GRgAT
ROOM
.FM on co
K I
Registers
g fin I69 CFM
IOxioxi
DINING
ROOM
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
H.B.
wiz COX
_ _ ___Vent _ t�1�U Install owleAor
so- T It under discATHnot shownO
clarity
232 CFM
12xixl
SECOND
BEDROOM
1
1 B/A
COVERED
PORCH
MECHANICAL LAYOUT
SCALE: I/9" = I'-O"
I.
Use coppor wire onl$ from panel to devices
15.
Contractor shall guarantee all materials and workmanship
free defects for a of not lass than two from
20.
All equipment and panel sizes shall be verified before
The contractor shall circuit routing& to
2.
Pravldde and wire n required smoke t Carbon
of period years
ordering. provide
Monoxide detectors.
the date of acceptance or certificate of occupancy, or one
suit the job conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
service and provider.
Correction of defects shall be completed without additional
21.
Furnish and install all fixtures as tolled for on the plans
4.
ALL bath and kitchen receptacles to be GFCI
protected.
charge and shall include replacements or repair of any
or as selected by others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
L.
Recessed cons to be installed per NFPA requirements.
IL.
It is not the intent of these plane to show every minor detail
22•
All raceways and pipes placed in or through any concrete
slab shall be spaced a minimum or throe diameters of the
i.
Tamper resistant AFCI receptacles are required 1n
of construction. The contractor shall furnish and install
largest conduit or pipe from any other service.
ALL rooms.
all items for a complete electrical system and provide all
9.
A/C Return y
muRaM6�2
the requirements for the equipment to be placed in
23.
All exposed wire below 9'-I" shall be installed In me 1 EMT
�Aqrria� IgrnesnthaMarecrunpl{hfu/alab8
conduit.
sleeved In T'YG
11.
All work shall be done in accordance with the N.E.C. and
10.
11.
ALL A/C Equipment shall comply with energy calculation
All be by licensed
shall comply with all local codes and ordinances, and shall
24.
D�rger Vents to be installed per
work shall performed a electrical
most all standard requirements of the local electric utility
FE C RMI502
contractor, the
completed aystem shall be full operative.
end telephone company.
12.
Contractor shall
pay for all Tees, permits, testing, and
13.
ins
ins ecUons including blower testing where required.
be
18.
The electrical system shall be completely and effectively
work shall coordinated with other trades to avoid
grounded as required by the latest edition of the N.E.C.
14.
interference with the progress of construction.
All required insurance shall be provided for protection
19.
All material shall be new and shall bear underwriters'
against the public lability and property damage for the
labels where applicable.
Braden t
Braden AIAe PA
Architects
- Planners
'41-1
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax
(112) 281-8283
E-mail:
bradenaiascomcast.net
A/C
Meter
MASTER
BEDROOM
i
16"
CLO
OPTIONAL
PATIO/SLAB
Covered Porc �-\
WP GFCI ;
I
1
I
Smoke /Carbon G R AT
Monoxide Detector R O M
Combo
® S I
c I
I
I
I I�
I II
I II
I II
I I DINING
-'\ GFCI
ROOM
��I dIP !Ili
L
L-------
�/24. 1 3' 2.. C.M. Detectc
oral par FBC
R314.3
TI
42° GFCI ll
j I am a X J
` L
150 Amq Optional
Panel Pull chain panel location
\ light in attic &
• � Cj
42" GFCI
GARAGE
arage
--
Door
Door
Opener
I I
I I
I I
I I
I I
I I
ELECTRICAL PLAN
`P
I r� �
F ul, I �
Conte t `
Lt-y �SEC090
BgDROOM
�0
Attic Venting Calculations FBC 2301
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 1,4.16 sq, ft. required
Provide A Continuous Vented Soffit
W(unne Building Corp.
The Grand C
5 anish Lakes
S. Lucie County Florida
WP GFCI
�\ COVERBI!�
Post Light with,Pn `o
Photo call I
Date Drawn : Revision&
9-'4-19
GARAGE Drawn bg:
r l t on LEFT C.C.u.
Checked by:
D.R.B.
Exhaust Duct
`Thru Soffit
a Wire For
Front Post
Light
a�
0
n� REVIEWED FOR
0 oW CODE COMPLIANCE
v� ST. LUCIE COUNTY
iv t,
m o> BOA(,
v_
m
Sheet Comm #
- j 12-2�
B
OF 5
=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-C: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. Ak
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span
so degrees Spreader Bar
or less
12
Icg Line Seer opp ox.
REFER TO BCSI
Truss must be set tnls way if crane used.
Tess Is an example, your truss may not tartar.
is s: crane operate, sets truss ;his way.
keg—Approx 2/3 to_�
Lne 1/2 of Span
REFER TO BCSI
iss must be set this way if crane used.
this is on example, truss may not match.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Q are installed. AL
A I IF? 1----1 A" li I— E R " O _TT E
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRESENTS A HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00
to
upset=1/4" heel=315/16"
PLUMB CUT END
i�
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00
LO -. 2.00
B
12Y
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH
® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
ssEs c4NFABRICgT10N AGREEMENT
7Aa lapel descrlptlon of the p�D re� "TNIs aG
husaea EEMENT IS SIGNED d RETURNED
,The undent gnd adr",..,_ _ will ba lnetallad Is;
• ',vasea w711 be made fn-°nc agrees:
which b Iha sole au}hofiljr deennlnlgsucca Place �_�
2- NI dlmenalona a NIs layout w'Vt thta (ruse
oid
3. Unlessnou Y ut have been ve ssVlt fabrfcatlo1 of the merit dlagrarn le
ded by
b begr,opano adeltvary �la rumise tourld,sh ed oh rub �t mat "�maill ck�h I,nitera
Truss swlthln you(,
wrhten notice
Vil
4• Tha untlerelgned o�ronowled baV Truss
shall have Nree II be allowed„Ia thten {10)
t+• Desvery p to job gee reeeelpl o� r^+aa" at Cheri pbuElnasa days inwhich
on �Qhar)nbero Truss haatthe"'a 0 tyd"ha feEPonel _i m to make sheaf b WiCA.
the ob she for delivery, Cho a a t0 data lob Y TPI d
The buyer Is rosponalble for adlhona ^^Ire the me she salable for
Use Job eke la n p r I delfv,, a will be r a, the lblee/ol� of ma)ob Nta oh a
fit rosponalble to Chembedrofor doll or buyer rust no Chambers Truss has silvery only.
3. Pace a ^pare Truss for J Prepared i to redat er
Ihleleydut q ,gso l graph 7 below towdng costs due tc site or del off russes. 7: Is le a PURCHAS for °isle b Y ea to oond1 one
in0mant a ns may charged h gs if any than
m datHe reaeoriabla price, Invooiicceto Chambers T Y Chambers an a areso., made M
elhrery of feb voice may ba t sch doled e o del ory end pgld greed to, or tf na; .
dated trusses made e
Of the
homeys Poe for colleegon The undersl n date bt deli I/ b vdthIn ta^^s of net
large will be added for alto I event of payment ogees to pay ChambaByor cannot eccapl'
a- Signature or hafte s an me 00l peld wllhln terms met made. Nso resoonebto
Or In conslderati h, C Ywhere on this Trustsheet a f•12 %per month sertice
utes
embaro guarantee, anteac ePeyment when ending eland@ forre0e ant to all Jamie herein,
sbtedness In i due an fit material the undtrain.
(plant duUng ehomYe fees, N default and the undersandil Indebtedness
0• in the fault In fined agrees Io owed to
event of any IRlget(on ru Payment for materiel be Pay such
'symente referred to herein, the naming this a made by the iafnt 160ofe County, Florida . parties grWe ant, the famish
'. Deal n ogres that sole v hems d hereunder
ronslbBtl a For Conatru are anus for any such action
Vachon Usln National Standard And Ratbmmended' GUIdallnea Onlll
RPVWTCA 4 - 200y g Metal Plats Connected Wo ood busses
---'--- --TITLE -.
Mu1tI Y trusaea�Per'8CS11
before the must be fasts
nod to �9e.
Y are set; {allure to do so can gather Per en Temporary and In roof colt p engineering
and props Permanent �cing are required and can slave life
rty and Is the ponalblli
Study the contents of the Inf e ty of the truss erector.
before settle on packet Included on delivery
Pt
Th+atbea�a�br �9trusses.
or
Do notbet bunks
moat be t PI b anp �'sYS darrwge
other cofi0 nks or stack of plywood
trated loada on truss ' roofing material or any
DO NOT SET TRU �' Mils can cause collapse.
USE (gYOUT DELNERED M US/NG Tl THIS /�q YOUT
WITH TRUSSES TO SET TRUSSES
C"AMgERS TRUSS INC
3105 Oleander Avenue
Fort P►erril Florida 34982.64Y3
Fort Pierce 800'551 �5932
Vero Beach 772-465.2012
772-569.2012 Fax 772-465-8711
•,_L of, Stuart '772-286-3302 '
r�isa oor7CDQTollq-'Q CAM .
The Architect's tar Architect's raprmaontative's
shop a vvlra9 aPnroval is NOT a
double check^ of the nontrector.
The contra6top shall remain responsibfe
for chentiing field measurements and
other construction criteria. Architect's
approval covers general root shape,
review at truss strapping, and loading on
structure from gravity and I
t
IEVIEWED FOR their re alive J
oepieif ; loads and
DE COMPLIANCE Date5.
rcved pry. /
y�
.LUCIE COUNTY --n &�-- -___[[[--------
BradeBraden A.I.A.p A
BOCC
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
3 Loading in PSF Roof R.D.L.
°> ti :' Top Chord Live 20
H Top Chord Dead 7 4.2
�I •2. Bottom Chord Live 10 Non -Concurrent
Bottom Chord Dead 10 3
TOTAL Load 37 7.2
rDuration Factor 1.25
a o Wind Speed 165mph
0) Top Chord C.B. Sheeting by builder.
N Bottom Chord C.B. Sheeting by builder.
N r —
3 mill Highest Mean Height
0 Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
W
F-
tn
Q
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date:04/24/12 Revised:02/21/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M11323 �L,3"1
-� vl�/4 ell" z