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HomeMy WebLinkAboutPLANS1-2-19
- - - -PANEL
"A..
Poles
BR
Load
Wire
Description
circ#
circ#
Description
Wire
Load
BR
Poles
1
20
1.2 kw
#12
Refrigerator
I
Ran a
44
12.0
kw
50
2
1
20
1.2 kw
#12
Clothes washer
3
1
20
1.5 kw
#12
Kitchen S.A.C.
5
4
Dr er
#10
5.0
kw
30
2
I
zo
L5 kw
#12
Kitchen S.A.C.
e
I
20
tt12
Bathroom ReCapt.
9
10
Air Conti so r
tt10
5.0
kw
30
2
1
20
1.2 kw
#12
Dishwasher
11
12
1
20
1.2 kw
#12
Microwave
13
14
Air Handl r
ttl0
15
#14
General Lighting
15
IL
I
15
#14
General Lighting
Il
18
WH
#10
I
IS
414
General Lighting
19
20
Jkw301
1
15
tt14
General Lighting
21
22
GDO
#12
1
15
#14
General Lighting
23
24
Spare
Spare
25
26
Spare
Spare
27
28
Spare
Spare
29
1 30
Spare
PANEL
"A" LOAD
CALCULATION
SHEET
Load
Description
Ot .
Watts
Total(watts)
,General Lighting (3, watts„sg.,ft.),,,,,,,,,,,,,,,,,,,,,,,,,
Small, A.ppl,iance. Circuit(s),
Ref ri,gerator..................................................
Microwave
Dish, Washer ............................ ......._............
Clothes..W Daher ..............................................
Clothes..Dryer................................................
Water Heater ......................
Garage, poor _Opener ........................................
..............
1135
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1,200
1,200
1
1,500
1,500
1
1,200
1200
1
1,200
1,200
1
5,000
5,000
1
4,500
4,600
I
810
810
Total
Watts
35.615
First 10000 Watts
0100%
1
10,000
10,000
Remainder
25,415 e40%
1
O
10,246
Electric Heat
or A/C 10,000 965%
1
10,000
10,000
Calculated Load
Watts
30,246
Volta
e
240
Calculated Wattage
Divided by Voltage =
Total Amps
Panel Size Required
126.02
= 150 Amps
Electrical 5 mbol
5
Single Pole Switch
®
Recessed Can Light
53
Double Pole Switch
®
Eyeball Recessed
Pe
Push Button Switch
�AA
Exhaust Fan
Duplex Outlet
Y
Ceiling Mounted Light
Special Receptacle
Wall Mounted Light
.9
aterproo groun fault circuit
ll
Light with Pull Charm (attic)
Le-LL
®
Floor Duplex Outlet
©
Computer Connection Jack
Fc-m-1
Carbon Monoxide Detector
Flood Light
TQ
Thermostat
m
Electrical Panel
®
Central Vac
ri
Electrical Meter
®
Smoke Detector
Ceiling fan
©v
Television Jack
Telephone Jack
AC oisc
I A/C Disconnect
®
1 x 4 Florescent Light
®
2 x 4 Florescent Light
SPKR
Speaker Hook -Up
FB = JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
1-2-19
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C
disc.
A/C disc.
42/0 AL SER Cable
(3) #I THHN Copper
With ttl Grnd
2" PVC Schedule
2" PVC Schedule
40 conduit
40 conduit sleeve
50
fISO
AMP
into attic
MCB
PANEL
AHU
PANEL AHU
200a rated
meter can n
200a rated
meter can n
Intersystem bonding
Intersystem bonding
2" PVC ( FPL)-�
Termination point
2" PVC ( FPL7�
Termination point
schedule 80
schedule 80
2" rigid service FPL
2" rigid service FPL
GEC
Bare ttb c per wire
GEC
W
Bar@ #4 cob,p r ire zied
OO,
to (2) 8'-�' Gavanzied
ground rods
ground rods
COVERED
PORCH
I
I
I
I
I
GRBAT
221 CFM ROOM
IOX10XB
Dui Dom) I
1 KITCHEN
o O I
Q 116 CFM
IOXIOxl I
I I
L-- -- - - -
--I
0
Soffit ___-"00
li
Tent ltru
17
I
8X.4x�
I
"a 40 CFM 8 CFM
8x4x4 If, 8x4x4
I W
r LAUNDRY
J
O
COVERED
PORCH
121 CFM
IOXIOxb
MASTER
BEDROOM
121 CFM
10XIOxb
12x12 12x12
B/A B/A
1011_ _/ I
221 CFM
IOXIOxB I o
I
I 9 CFM
8x4x4
LOSET 318CFM o
I
14" \11L11ET
I
CFM
r -a
l'- j 12x12
B/A
0
6x4 M 9OxlOxb JUNIOR
I/ �MASTER
BEDROOM
a,
Vent thru
-- Soffit
I emu\ 1 W.H.
SEF MANUAL
22" x 54'" , / 4"� Steel Ballard
J" and Energg
r I > Calculation
Attic Access / Sea detail on
with light O � 1 sheet tt2 for Unit info
L ------ 161 - �R� -
------- L-- AJ 150 Amp
2 CAR Panel
GARAGE
f------------------------------� I
I I
I I
I I
I I
I I
I
I l
I 1
I I
I I
I I
I I
I I
I I
I l
I l
I I
I I
ELECTRICAL RISER
ALTERNATE SERVICE ELECT. RISER
I
I
11
11
'
- Contractor shall use AL-CU Landing lugs. NTS
-Contractor shall torque lugs I.A.W..W,
- Contractor shall use AL-CU Landing lugs. NTS
-Contractor shall torque lugs A.W.L
recommendations which
M
/
\ Y o
manufacturers recommendations which
manufacturers
shall be verified prior to construction
shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering equipment
- Verlfg AIC/KIC Rating prior to ordering equipment
O = THERMOSTAT LOCATION
SCALE: 1/4 =
11
1 -O
ELECTRIC NOTES
15. Contractor shall guarantee all materials and workmanship
20. All equipment and panel sizes shall be verified before
I.
Use copper wire only from panel to devices
8 Carbon
Free of defects for a period of not less than two years from
ordering. The contractor shall provid
/C�tffu11t routings to
t
C a l e ul a t l on s F B C 2309.1
2.
Provide and wire all required smoke
the date of acceptance or certificate of occupancy, or one
suit the job conditions.
"l L L G V G n l n
3.
Monoxide detectors.
Contractor to verify location of electrical
year from closing sale of house.
Correction of defects shall be completed without additional
21. Furnish and install all fixtures as calla
T 1e I
f b� I C S
p a e e 2487 Sq. t.
4.
service and provider.
ALL bath and kitchen receptacles to be GFCI protected.
charge and shall include replacements or repair of any
othe9 phase of installation that may have been damaged.
or as selected by others.
\\// �7 }��
n(ancr'etde tl O
_
1 / 18 0 16. � 8 sq. f t, required
S.
ALL exterior outlets to be WP/GFCI protected.
of these to show every minor detail
22. All racewe s and pipes laced in or
y p p p
hFoPghnanl
g
y
6.
Recessed cans to be installed per NFPA requirements.
I6. It is not the intent plans
furnish install
slab shall be spaced a minimum of thr
a diameters of the
1.
Tamper resistant AFCI receptacles are required in
of construction. The contractor shall and
For a complete electrical system and provide all
largest conduit or pipe From any othe
se,vlT2,r
I d e A
Continuous Vented Soffit
8.
ALL rooms.
A/C Return Air Balance Must comply w/ FBC RM1602
all items
the requirements necessary For the equipment to be placed in
23 All exposed wire below 9'-1" shall b.
oV
InAtAllpel in metal PMT
9,
A/C Refrigq.o�r�aant lines that are run thru slabs must be
sleeved inYVC
proper working order.
11. All work shall be done in accordance with the N.E.C. and
conduit.
Braden it Braden AIA,
FA
10.
n
ALL A/C Equipment shall comply with energy calculation
and shall
shall comply with all local codes and ordinances, a
24. Dryer Vents to be 1n stalled per
11.
All work shall be performed by a licensed electrical
meet all standard requirements of the local electric utility
FBC RM1502
Architects - Planners
contractor, the completed system shall be fully operative.
and telephone company.
41� S.E. Coconut Avenue
12.
Contractor shall pay for all Tees, permits, testing, and
inspections including blower testing where required.
18. The electrical system shall be completely and effectively
Tel : (1 12) 281-8298
13,
All
work shall be coordinated with other trades to avoid
grounded as required by the latest edition of the N.E.C.
Fax (��2) 287-8283
interference with the progress of construction.
19. All material shall be new and shall bear underwriters'
E-mail: bradenaias'comcast.net
14.
All required insurance shall be provided For protection
against the public liability and property damage for the
labels where applicable.
Stuart, FL 34994 #AAC000032
Opt. PATIO SLAB
\ \ \ WP GFCI
COVERD 0
FOR Ct /
I
V
-
I
-
/
/
I
I
€
MASTER
BEDROOM
ry
/
CO \
Smoke / Carbon //EMO S
Monoxide Detector
Combo
C.xR�.AT
ROOM
�1
II
I\
I �
I \
I \
\ \ Smoke / Carbon
onoxide Detector
\ Cm e
GFCI
I cNlnes
I /
GFc1 1------I /� S
0 0 /
GFCI / p
G F / �+
24° I
KI CHEN I I
t
CL)'OSET
_ Im
I CLOSET I
I � I
I
\ \` JUNIOR
\ iYJ,ASTER
\
GFCI \ \
GF 1 rn GFC I C� 50 NFM \ \
Q 1 \ \
So CFM POW�E / S PB 42"h GFCI W.H.
/ I 2i x 54' 1 Se Steel Ballard
Attic Access See detail on
1 with light I sheet #2
Exhaust Duct L - - - - - J
Thru Soffit \ I Pull chain
pD light in attic 150 Amp
\ \ 2 CAR Panel
NOOK ® OPTIONAL PANEL GARAGE
LOCATION
CI
14"
r(I
4" Exhaust
DuctctThru
Wall J
- I ; AUNDIRY 1R \
o gh \
tight 1
LO LOrnlr
Wire For I
Front Post
Light WP GFc1�
COVERED
PORCH
UJynne Bullding Corp.
THIS MANOR 71
Spanish Lakes
St. Lucie County Florida
42"h GFCI Lailk
Ir Garage
Door
Opener
I
I I
I I
I l
,re copy I
6PV�'-� I
I I
R 1 WED FOR
tea. Mr- n^KAOI 1AKlf_1=
BOCC ItP WMIi'l
Ua - -
u -
M
X 30"
CT fC/4
C) �o
I -
�y `m rn
> m Post Light with vE Photo cell SCALE: 1/dd -f - 1 -O
vo
MODEL: Date Drawn Revisions
9-9-19
GARAGE Drawn by:
RIGHT C.C.U. /30/'r,-&� Co
Checked by:
D.R.B.
Exhaust Duct
, Thru Soffit
Install oulet
under disc.
t shown for
clarity
i�
SCANNED
BY
St. L Cie nt r)tw
19D5- 054
Sheet Comm
OF 5
12
4 SLOPE
1`
O.H.
Finish Columns with COVERED
5/8" thick cut coral PORCH
finished stucco bands Fc
5/8" thick x 8"w cut
coral finished stucco bands
LEFT ELEVATiON
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 underlagment installed with min. 4' side laps and 6" ant
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nail
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in Qeld. Attac
deck to trusses using attachment detail on this sheet
® 3
5/8" thick light textured
stucco on typical concrete
block construction
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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 with 1.25" ring shank nails
spaced V o.c. at all laps and two staggered rows 12" O.C. in field. Attach
dock to trusses using attachment detail on this sheet
: GM?'E55
5/8" thick light textured '
stucco on typical concrete
block construction
5/8" thick x 8"w cut
coral finished stucco bands
RIGHT ELEVATiON
SCALE: 1/4" = 1'-0"
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
ZEST
Date
Design Pressure
of Approved Teats
1,2,3
E4
FLU 239.3
Single Hung
SH-100
Impact
PGA
5/IL"
1/4' die. tapeans w/ min. 13/8" penetration to be
spared per product approval. Contractor *hail adhere to
min. edge distances specified in Product approval
+ 80.0 PSF
-
A
FLU 15311.1
Overhead
Garage Door
Model 82 /B
W-2' x I6' max
sectional garage door
DAg
iii s n."vae. ueny a e x L'" �NIk�HLC $rwv..xnm+ se ev
otth t2s• de; noon s yrtn an 4' .doe ostanw. Instal track to hock
ru)s�sii x I �/8 ful hid a .on.c a n' At. for oot. ■wtaoire
egye "tat edge - r t" "enetly ed a t"
+3L_O/-44.0 PSF
+ 50.0 PSF
B
FLU 14614.1
Fiberglass
Design Pro/
smooth Pro
Jeld-Wen
Elco 1/4' die. toRcon with min 1.25' embedment at 3" max
Prom corners and 11.5" ox, max. thereafter in head and jambs.
C
FLU 251.5
Sliding Glass
Door
Series 1l0
SGD
PGT
1" nom
Type "GSA"
1/4' die. tapcons w/ min. I (3/4" penetration to be
minM2 I/2" edge distpances specifiedrintProduct approeval
± 60.0 PSF
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TE
Ex�SpTration
Date
Design Pressure
of Approved Teats
MullionsInstall
FLU 261.1
1" x 2 3/4" x .315'
PGT
per fastener type and spacings shown in Table IA and IB
in product approval on sheet 5 or 22.
+ 58.0 PSF
Roof
FLU IILSLI2
5V Cnfip
Metal Roofing
Gulf Coast Supply
and manufacturing
2L ga, 6v crimp metal roofing attached to plywood deck using a9 x 1.5"
Issgrews with self sealing weaker at IZ" o.c. max spacing over ASTM D
(type ) 30 lb felt underlayment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.26' ring shank nails
spaced L o.c. at all laps and two staggered rows 12' a.c. in held. Attach
lack to trusses wing attachment detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vinyl Soffit
Kagcan
Install using 2" x 2" battens at L" o.c. screwed to eofrit framing using
#8 x 3" wood screws at each trues. Installffi sot to battens using
chg. head,
+55.0/-35.0 PSF
Hurricane
Panels
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
12
SLOPE 4
Gulf Coast supply and MFG 5v Crimp Metal roofing FL #11451.12
24 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 L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank Wade
spaced L o.c, at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
R VIEWED FOR
12 CODE COMPLIANCE
sLOPE ST. LUCIE COUNTY
BOCC k /y
COVERED
PORCH
CRESS
2
thick light textured
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATION
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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 with 1.25" ring shank nails
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
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
4 1 SLOPE
2" x 4" top plate 11
1/2" drywall ceding on truss bottom cord
I/2" drywall on
2" x 4" studs at 10 o.c.
base -board ----\ 11 11 .,2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non-Bearinq Partition
nts
Braden It
Braden AlAq PA
IJJ4nne
Budding Corp.
Architects
- Planners
41-1
S.E. Coconut Avenue
THE
MANOR 11
Tel :
(112) 281-8258
Fax
E-mail:
: (112) 281-8283
bradenaia0comcast.net
Spanish Lakes
Stuart. FL
3499G #AAC000032
St. Lucie
Countg Florida
SCALE: 1/4" = I'-O"
�I 1MI I� �
FRONT ELEVATiON
SCALE: 1/4" - 1'-0'
ALL CONTRACTOR 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 Code Residential: Lth Edition and ASCE 1-10 for Wind Loading
Building Design is: E��1��1��1n��1��I��Icc��-l//////o'�����ts••••••ed Risk Category: II Wind Velocity: IL5 mph ultimate
Mean Roof Height Roof Pltchc 4:12
Internal Pressure Coefficient: ±d-llg
Subjactability to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4' Wind Speed: I45 mph ultimate
Wind Exposure Classification: C
Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD desi n
Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+O.LUJL: 04DL+O.611l L
Components f Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 pat
Roof Zone: 2. +20.L/-51.0 pat
Roof Zone: 3. +20.L/-a4.0 pat
Components i Cladding Wall End Zone Width: 3'-4"
Components i Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pat
Wall Zone: 5. +35.8/-41.8 psi
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? -
Are Components an Cladding Detar s Provided? Yes
Minimum Sal Bearing Pressure: 2 "500 pai, Presumptive: X Bu Test: call
ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pap
FLOOR LIVE LOAD: -'%- pat FLOOR DEAD LOAD: 10 psf
AN
0 = Roof Zone I
Walls Zone 4
® to Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
JOB ADDRESS: 13958 Garza
MODEL: Date Drawn Revisions Sheet Comm #
5-1-19
GARAGE Drawn
RIGHT Drawn by: j 19-93
C.C.U. I .
Checked by:
D.R.B. OF 5
FLOOR PLAN
CRASH POST DETAIL AREA CALCULATiONS
TYPICAL NOTES: SCALE I/4" = I'-O"
= I. Contractor to verify ALL Hates and dimensions prior to 36" high by 4" diameter N.T.S. Living A/C 1124 sq. ft.
proceeding With work. steel crash at. Floor
p g Flange with 4 - 3/8" Back Porch Total = 210 sq. ft.
2. Contractor to STRICTLY enforce ALL OSHA requirements. expansion bolts Into Garage = 455 sq. ft.
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) Front Porch Total = 96 sq, ft,
a minimum 1,400 P.S.I. fiber stress. `„ Total Under Roof- 2,'485 sq. ft.
4. No dissimilar metals to touch. 2�" 2�„ -
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 141
e
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° Total Volume = xx,xxx sq ft.
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "3/8' 0 ;2�2"
"
6. Drywall at ceilings shall be leveled and attached to bottom chord �„
of trusses with screws per FBC Ri02.3.5. Attach buck to block wall with
1. ALL wood in contact with concrete shall be ressure treated O O 1/4' dia. EIQO cone screw& with min.
p
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
I I/4 penetration at 12 o.c. max
and 4" max from each corner thru
9. ALL plumbing fixtures to be low flow.
Exterior face
of wall
2" x V PT Buck
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
EE
a8 wood screws thru ,Iamb Into buck
handicap accessibility requirements.
_
2�„
2i ��
at each hinge and 15' o.c. max and
Detail at Door prior to door attachment
12. Lowest finished floor to be set by Governing Building Department
�"
NTS
surveyor to set In field.
13. Separation between residence and garage shall be per FBC R302.6
INSTALL
ON ALL
VULKEM BLOCK SEALANT
JAMB. HEADER. AND
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Water Heater
Install windows thru buck Into
15. Wall and Ceiling shall have a flame -spread classification Of not greater than 200 per FBC R302.9.1
block with 3/IL" tap -con with
1 1/2' penetration at 6" o.c. max.
from each corner and 20' o.c. max
14, Wall and ceiling finishes shall have a smoke- developed index of not greater than '450 per FBC R302.9.2
Exterior face
ateh ad andtoil] aper product approval
11 All ex osed attic insulation materials installed On attic floors shall have a critical radiant
of wall
Buck to be I" x 4' PT
flux no� less than 0.12 watt per square centimeter. Exposed foam plastic insulation
varies
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. GeLIc�psum board material shall conform to ASTM C36, C79, C475, C514, C630, C931
C`i60, C1002, C10�47,C1177, CII-18, C1278, C1395, or C1396 and shall be installed
Detail
I"x4' P.T. Buck nailed to
lock with case hardened nails
according to the following; (FBC R'102.3.5)
at Windows prior to window attachment
I" x 6" P.T. Buck Walled to Masonry Beam
block with case hardened Walla
/
NTS
Drywall
Location
Orientation
n
Membeg
Max. spacing
Nall sizing options for
prior to door attachment
Thickness
Spacing
Maximum
of fasteners
installation of dr wall into
g
wood Framing members
2" x min. thickness
NailsScrews
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/8" long with 19/64" head
/2„
0.098' diameter x 1 1/4" long
annular -ringed or 5d cooler nail
OR
0.080" dia. x 1 5/8" long with
15/64" head
Walls
Either
Direction
16"
8"
16"
OR
Ggpsum board nail 0.086" dia.
x 15/8" with 9/32" head.
Ceding
Perpendicular
24"
1"
12"
l3ga 1 5/8" long with 19/64" head
0.098' diameter x 1 3/8" long
annular -ringed or 6d cooler nail
0.092" dia.OxR 1 1/8" long with
1/4" head
Walls
Direction
16
8"
16"
OR
Gy1psum board nail 0.0915" dia.
x 1/8" with 19/44" head.
19. ALL ceramic the 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 gypsum backers in accordance with ASTM
C1288, C1325, OR C11-18 and installed 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 460 when tested in accordance with ASTM E 8-4
insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. Sy 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' aide laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
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
hurricane anchor at each truss 12
with (10) IOd x I I/1" nails PRE-ENGINEERED TRUSSES
( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL
18101bs. uplift
(shop drawings by manufacturer)
Aluminum Drip
Edge t Fascia
V-1/2'
\R-30 blown fiber loss
in bottom chord of trusses
2" x V Sub-a::scia
Kagan full o vent adfit installed
umng 1/8' din shank x 1.6" long gale.
roofing nails with 3/8' dia. head per
product approval -sae chart *heat #1
5/8" thick light textured
stucco on typical concrete
block construction
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 (l) #5
bar cost_ for bottom row over openings
1/2" dryywall over I" x furring
strips ai 14" o.c. with R4.1 rr-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" only proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC RLO1.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
=
T
m
#5 bar vent. w/
30' overlap
at each filled cell
Fill cell with concrete and
el) #5 bar vert. (typical).
Wood
Bead
Max. apacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermeah OR
6"xV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated Pill
Grade
'-U 11-IIII-IIII IIII IIIIN-'-Iri
111I I I I l i l l I-14" x 14" Concrete Footing
14" with (2) #5 bars coat, and #5
T Y P I C ,A L SECTION transverse bars at 48' o.c.
Scale : 1/2" = 1'-0"
Install SGD thru buck into
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
O 0 Use 3/16" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product approval
I" x V P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door
N Masonry Wall "
Bottom Track ---Tgpical Flooring
Sill Install SGD thru buck into
block with 3/14" tap -con with
Slid 1 n g Door D e t a i l 1 1/2" penetration at o.c. max.
From each corner and 20." o.c. max
thereafter at Jambs per product approval Jamb
At Masonry Wall NTS
Window Schedule
Mark
Size
Rough O en.
Window Descrr tion
PRESSURE ZONE
I.
4'-5%,"x S'-3%"
54Vx 63%4"
Single Hung
ZONE 4
2.
6'-2%"x 5'-3 %a"
15" x 63 W,
Single Hung
ZONE 4
3•
2'-2" x 3'-2j2"
21h"x 38 :"
Single Hung
ZONE 4
4.
V-i' x 5'-3!/a'
38' x 63'/4"
Single Hung
ZONE 4
S.
4'-53,a"x 4'-2 Ve"
54%a"x 54 X"
Single Hung
ZONE 4
6.
2'-2" x 2'-2"
25' x
24 %4"
Fixed Glass - Tempered
ZONE 5
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 by contractor
with manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-O" X 1'-O"
108" x 84'
Overhead Garage Door
ZONE 4
B
3'-0' X V-8"
41" x 83 %0
Fiberglass Panel - Insiong
ZONE 4
C
5'-O" X 6'-8"
14' x el %," F °' "°"°"
Sliding Glass Door
ZONE 4
D
2'-O" X V-8"
Solid Core - Wood - 6-Panel-BrFaid Finished 24" x 81 V
E
2'-0 X 6'-8"
Solid Core - Wood - 6-Panel
F
3'-0' X C-8"
Surface mounted S.C. - Wood 6 panel over 32' drywall opening
G
2'-8" x 6'-8" x 1 N'
Solid Core Wood, Steel, or Masorete Door
H
2'-8" X 6'-8'
Solid Core - Wood - 6-Panel
J
1'-P' X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet #I
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 by contractor
with manufacturer s specs prior to construction
Braden t Braden AAA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8268
Fax : (112) 281-8283
E-mail: bradenaia8comcast.net
ws �o i1-6t �AiB
as��
21'-0" 14'-0"
12" 9'-6" 121,
9'-6" 2
EGRESS
12" x 12' Concrete column
oc I e wit concrete an
(2) #1 bars vert, tied Into
O lintels above
° EVIL Est C
COVERED a DEC�Z',PPUII
PORCH 4-,"
© a MASTER = BOCK
rk oa o a ® o0 0 0o BEDROOM
8'-0" A.F.F.
I Flat Ceiling
© 20' 18"
Tr I °
ry
Van[ to be
O i © 3445" high
B
C)
GREAT r ICLOSET Mrr )
ROOM ry H.B.
a-
N /'`8'-O" to 191'-8' A.F.F. o I O
Vaulteq Ceiling
C BINET
ORod t Shelf W
17
1 CLOSET I �
SLOPED 1 Align ceding in I I
CEILING 1 with wall co�nerl5"
- - Ceiling Transition Lint
IVI-111 4, .Ti„ O
E o
_ IlI - - - - to O `I
O - ------ iv r-
I � I I Psnvs tit p -
r r I DWI u o Cabwit
Ln /
© I All n cabinet uNEENIs.(V)
_ I fY FLAT witg outside CA6INET
CEILING of ref. wall 4a•u venitp p
Ory O KITCHEN Ya3tg5h tobe JUNIOR
Q 8'-O" A.F_F_ 44 MASTER Zq1 if
KFlat Ceiling BEDROOM "'
Upper cabinets -
I to extend over
REF ! '-0"REP
® - - - - a 311, Flat Ceding
L
- oPEwN6 5'-O' 13'-211
0
5 r,Pr*.Vide
u'Vanity to beOWD 34.5' highto R-II BellaW.H.
W orQ t2tac Aec4ew 4$"pSteel BallardS I Q Clear walwith light ssheetde#t2adW 6'4" space for- -- -doorI I N 33"w kneeUJ.ns ce O2 CAR 5Panel po H.B. o �Q OOK in N
,I 5-eGARAGE
8'-4" A.F.F.
-------Flat-Ceiling
----------
i O
l e in S 0 MT
w UNDRY 0 I lock walls in Garage 1
}
rc I to be struck block I
0
O 5'-O'
r Q/ OD I I v
I I -
)TEM ERED i I
In line
with door
to laundry I I O
M COVEREDallo
12'-8"
s• I 21'-O" I Ln
PORCH o I I o
01931011 80111
®12" II'-8" 3'-8"
12'-8"
UJ}nne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm tt
GARAGE 5-1-19
THE MANOR it RIGHT Drawn by:
Spanish Lakes 13958 Garza IMPACT C.C.U. 21 ig-93
Checked by: 13
St. Lucie Count Florida 0.R1R.
y D..B. OF 5
y I INL.A I l.fl\/'It" Ill`,,/ I I_-*7:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
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
ALL COLUMNS, FILLED CELLS AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4.000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OP FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
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
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATION FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC, AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 4-1 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 STEEL.
11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF IOOo
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
16• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN, G185 RATING.
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 2500 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 upp to 5'-11" wide.
Provide (2) filled cells on each side of openings from 6'—O" to 9'—II"
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
1-1/2" concrete protection at beams for ALL reinforcing bars.
SCALE: 1/4" = 1'-0"
FOOTiNG
SCHEDULE
Mark
Size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) 45 BARS CONTINUOUS
30"
x 30" x VD
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"W
x 8"0
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
F5
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB S 0'-0"
#5 bar vert. w/
Thicken edge to 8"x8"
30" overlap�11
S ECTI NS AL
with concrete and
4" concrete slab with fibermesh OR
at each filled cell
one #5 bar continuous
6"x6" #10/10 WWM on Io mil Visqueen over
clean compacted termite treated fill
4" concrete slab with fibermesh OR
GRADE
VXV #10/10 WWM on 10 mil Visqueen over
:.;:•;:::;, ;; r?C. ':.,
clean compacted termite treated fill
as
Grade
E
' II li
all
= 14"w x 14"d concrete monolithic
PORCH S
LAB EDGE DETAIL
„ footing with (2) #5 bars cont.
SCALE 1/2" = 1'-0"
14"
TYPICAL
FOOTING DETAIL
US bar vert, w/
SO" overlap
SCALE 1/2" = 1'-0"
at each filled cell
SEE TYPICAL
ECTIONS
4" concrete
slab with fibermesh OR
Adjust curb height
6"x6" #10/10
WWM On 10 mil Visqueen over
based on gar. floor
4" concrete slab with fibermash OR
clean compacted termite treated fill
slope.
Cx6" #10/10 WWM on 10 and Visqueen over
#5 bar coot.
#5 bar in curb
clean compacted termite treated fill
Stepp
Q. foundation plan
Grade
G de
Jill
10" 12) #5 bars Cont. bottom steel
—
14"w x 14"d concrete monolithic
footing with (2) #5 bars Cont.
12"
„
14"
= 2 DETAIL
AT GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
f GARAGE CURB DETAIL
12" x 12" concrete column
block filled with concrete
and (2) #1 bars Vert. tied
into lintels above
Top of footer
16" below finished floor
Verifg house slab
iqql height in field
=11I1=
3010x30"xl6" concrete
column footing with (4)
#5 bars each way
�oA
2" x 6" PT wood secured with \
3/8"ilia. x 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb 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.
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling 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 by 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.
Filled Cell Masonry Column With One
45 From Footing To Tie Beam
Conc, Fill To Be 3000 PSI
See Floor Plan For Location
O "5" • r'•
• 4•
mingle 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 it Braden AIA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax (112) 281-8283
E-mail: bradenaia5comcast.net
Stuart. FL 349% #AACO00032
iv
1 4 �I
12„ 14 a
12" x 12" Concrete column
block filled with concrete and -
(2) #1 bars Vert. tied Into �
14'-0"
71 I IlrJll':JI i i_i_i_JLi_i_:._i_ ILJIUI I Il
--———— — — — --i
I FI FI ,
I I
I lintels above 4"
1
O Rear
Porch Slab to
9
L 1
1
-4 be poured separatelg
I
d) from
House Slab.
n
4
r
1
I Thicken footingg to
24% 14"d
a
x x 24"L
Q
01 1 1 101 1 1
1 101© slay
„ 0
0
C
I under filled cell
— — — —
— — — — — — — — —
rn
—
under girder bearing_
r FI
Rear Patio/Slab to
-----�
�
-
I
be flush with bottom of
FI
sliding door recess.
Slope I"
�I
_i
-i
II-i
II
_,
-i
II-i
II
�I
I
I FI
I
�I
I
I I
0
I I FI I
-� 4" concrete slab with fibermesh OR
I
I 611x6" 410/10 WWM on 6 mil Visqueen over
-a
_a I clean compacted termite treated fill I
I I°
-i
ai 1 i
_I 1°
I I®
0
I I
I FI I
Po i�
FI F-
I
F-
I
r-
I II
f-
I I iQ
I I —
DWI
IQ
, OL 2
A/C O
I
----------J
1 �
I e "4 Steel 8alla d ® I
I -4" Aeetde#211 on
I 51 0
I , , 15o�A I
Panel
I I I 4" concrete slab with fibermesh OR
I 6"xt" #10/10 WWM on 6 mil Visqueen over p
w — — ( I clean compacted termite treated fill N
11 I -
m 21' -0"
roo a o®I QI o
W
— — J O 5'-O" 23
I I
I I I CODe a W
LU
1 4 0Ir I t o
FI
8,I
21'-0"
I
� I
ATTIMER
------------
Recess for
�a
12" x 12" Concrete column
Garage oor
block filled with concrete and
(2) #1 bars Vert. tied into
lintels above
12"
16'-O"
2'-8"
114nne Building Corp. MODEL:
7HE MANOR '11 GARAGE
RiGHT
Spanish Lakes 13958 Garza IMPACT
St. Lucie County Florida
35'-O"
)ate Drawn Revisions Sheet
5-1-19 Comm #
Drawn by:
C.C.U. _ 19-93
Checked bg: B
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 g Shoath in Thickness 19/32 COX PI wood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Kati
Area
Edge
Field
Fastener
Pressure
Zone 1
4"
4"
8d ring shank
45 psf
Zone 2
4"
G"
8d ring shank
16 psf
Zone 3
4"
4"
8d ring shank
84 psf
** Zone 3a
L"
6"
#8 wood screw
112.5 psf
** Use nails or screws based on pressure for r of stated
in permit info box on these plans for zone
Concrete
/ Lintel
Column
Verify with Plan
Rebar 1,48 Bar Dia.
Min. overlap
Provide 31:5 bare with min. 48 bar
diameter& overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide Cast -Crete '
SUB-OB/OT precast
lintel sat in mortar-.
Min. B" Bearing
12"x 12"
Column Block
Rebar
to Lintel Attachment
NTS
Provide #6 bar set in pre -cast
lintel into beam where length of
the opening cells for it.
=,i':I
Provide PT Buck
I>-.
F. ,,,I
i• ,..1
attached per jamb
I.'.'
"•
etads into filled cell
'S
Y'
4" Pre -cast
Sill
I l'r
t.
I:.::?�
Poured Filled Cell
ROOF I I— A I Scale : 1/2" = 1'-0"
Overhangs at 1'-0" unless otherwise noted on this sheet
Roof pitch at �4:12 unless otherwise noted on this sheet
Truss shop drawings to be provided by manufacturer
Any changes to this plan shall be submitted to the
architect for approval in writing 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
Provide #5 bars with min. 48 bar
iameters overlap rn filled cell. Tie
filled cell steel into continuous
Pooter steel.
y.
Concrete Footing
ease Pouter schedule
for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = 1'-0"
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 lager of
ASTM D Tggpe 2 felt paper using 8d nails. Substrate
to be 19/32' CDX Plywood nailed at L" o.c. in field
and edges with IOd ring shank nails into studs.
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 44 blocking to vert. leg of
ss truwith IOd x 1.5 made at 4" o.e.
Install Simpson MGT into wall met
5/8" die. threaded rod set min. 15.
into wet beam and (22) IOd mole into truss
3LOCKING DETAIL
)ER STRAPPING
TER BEARING POINT
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
24 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 undarlagment installed with min. 4' side laps and L" and
laps fastened with corrosion resistant tm caps and with 1.25" ring shank pads
spaced L o.c. at all laps and two staggored rows 12 o.c. in field. Attach
deck to trusses using attachment detail on this sheet
oe Additional Precast Lintel
#5 bars x
.,y.'i&'+aIC1PAR
Lintel
Length
Bar
Length
Clear
Span
A
Bars
" e
B
Bars
2'-10"
2'-8"
I'-L"
2,1t3
none
i�.rtii i ii i
3'-C
3'-4"
2'-2"
2,#3
none
8P8-013/IT 8F8-IB/IT BF8-I5/2T
Additional
4'-0"
3'-10"
2'-8"
2 2t3
none
are
CLEAR f;,;;: .<; �,.
4'-4"
4'-4"
3'-2"
2A3
none
ne Row oP H +hi'
5 -4
5 -2 II
4'-O II
none
;
.s^•;i: Block Above :'.d:.: �
2,#3
5'-10"
5'-8"
4'-4"
none
'• ,_ '±
':'r�:it"','
2,44
Precast Lintel'
6'-L"
L' -4°
S' -4"
none
It Additional I:':':,% i
2,# 4
iL____y #5 bars
2 #5
�'-L"
T-O"
L'-2"
none
BPIL-IBAT BFIL-IB/2T
81-4"
1'-10"
1'-o"
2AS
none
NOTES:
I. min. coverage of steel-1.5"
2. min. bearing required w ea, end -a'
ALL reinforcing steel is grade LO.
3. standard for reint. ateel=ASTM A4I5
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or D
Unit
WidthSize
Lintel
Cast -Crate
Specification
Rows of
"H' Block
Above
" "
Bottom
Steel
Sim
Top
Steel
S'm
Max
Gravity
Load
(PLF)
Max,
Uplift
Load
IPLP)
Max
Lateral
Load
(PLF)
L22
2'-2'
3'-L'
BPS-OBAT
1
85
300
150
1024
Lai
T-L'
2'-8'
3'-l'
4'-0"
BFB-OBAT
1
05
2561
1365
111.3
L45
4'-5'
5'-10'
SIRS-OBAT
1
#5
1105
90M
339
L50
5'-0'
L'-0
BIR8-OBAT
1
#5
1235
835
121
LLO
L'-e"
1'-6'
BF8-OBAT
1
#5
1011
'12-1
534
LBO
a,-o'
9'-4`
BF8-I13/2'r
I
#5
2
#5
152
591
1 512
L90
9'-0'
10'-L"
8198-83/2T
I
#5
2
#5
L43
530
401
L908
9'-0'
10'-V
BFIL-I8/2T
ONE
1
#5
2
#5
1533
1183
401
1_I00
10'-O"
Il'-4"
BFe-I8/2T
1
#5
2
#5
582
494
452
LIOOS
10'-0'
II'-4"
BPIL-I5/2T
ONE
1
#5
2
#6
13LL
1028
452
LI20
12'-0"
13'-4'
SFS-IB/2T
1
#5
2
#5
411
428
324
L1205
IT-O'
IV-4"
BFIL-IS/2T
ONE
1
#5
2
#5
1015
110
324
LI40
14'-O`
15'-4'
BPIL-I15/2T
ONE
1
#5
2
#5
1250
LOM 1
259
L160
ie-ow
11'-4'
BF8-6/2T
I
#6
2
#5
300
992
194
LMOB
IL' -ON
IT-4"
BFIL-I15/2T
ONE
1
#b
2
#5
950
600
194
- 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'-0" LONG ARE TO BE PRESTRESSED.
Aluminum Drip -
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd ds
at each web
Brace Gable and
with 2" x 4" SYP #2 —
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
12
2
Simpson HETA 20 or equal
4
PRE-ENGINEERED WOOD TRUSSES
hurricane anchor at each truss
with (10) IOd x 1 1/2 nails
® 24"o.c. TYPICAL
( 24" o.c.) supporting Max.
( shop drawings by manufacturer )
IBIOIbs, uplift
Aluminum Drip �
XXXXXXXXXXXXXU
/
R-30 blown fiberglass
Edge t Faaeia
1/2" this stucco on 3/8" hi—nb lot
attached to horizontal and vertical
in bottom chord or trusses
12"
bed
framing with nails or &tople& to provige
2" L" Sub-Fascl
no lea then 1-3/4' penetration intg
I/2" dr all with smooth finish
x
horizontal wood freeing and 3/4° pegetraew„
into vertical aced framing members
Two rows of beam block filled with concrete
end (1) #5 bar cont_ in each row. Substitute
Kagcmi Pull o vent vmgl soffit installed
precast lintel filled with concrete and (1) #5
bar Cont. for bottom row over
Using 1/8' dia shank x 1.50 long gals.
openings
rooting nails with 3/8" dia. head per
product approval - see chart sheet #I
5/8" thick light textured
9
1/2" drywall over I" x furring
strips at IL" o.c. with R4fii -foil
12" x 12' concrete column
stucco on typical concrete
block construction
.1
insulation on typical 8" Block walla
block filled with concrete
Varies - see plan
All drywall to be installed per FBC R102.3.1
and (2) #1 bars vert. tied
T and shall meet all pertaining ASTM codes.
into lintels above
#5 bar vert. w/
5o Mortar to be Type "M" only proportioned per FBC
Mortar
RL01_I
30" overlap
and joints shall comply with FBC R601.2.1.
thicken edge to 8'x8'
Provide Dur-O-Rock at all wet areas (ex. showers,
tube etc...)
with concrete and
at each filled cell
one #5 bar continuous
BEYOND
Fill cell with concrete and
Rear Patio/Slab to
(l) 95 bar vert. (typical).
be flush with bottom of
Max. spacing shall not exceed
sliding door recess. Wood
48" unlless otherwise noted
see foundation plan notes for
Top of footer
IL" below finished floor
Beae
spacing at openings
Step per foundation plan
4' concrete slab with fibermesh OR
to
OxV #10/10 WWM on L and Visqueen over
Slope per foundation plan
clean compacted termite treated fill
=1III—IIIIIIII i':a,'
illy,,
.>'R�•`�:'=1IIIIIIIIIII,,;.IIII����������� � ���� �111-
EI
IIII1=_IIII „il_ji—��_iiii_II
3 Typical Section
at Front fi orch
Scale : 1/2" = 1'-0"
Braden It Braden AIAe PA
Wgnne
Building Corp.
Architects - Planners
41-1 S.E. Coconut Avenue
THE
MANOR 11
Tel : (112) 281-8258
Fax : (112) 2 a�-8283
Spanish
Lakes
E-mail: bradenaia comcast.net
5p Lucie
Count Florida
Sr,iwrr CI 'A,4QQL iteArnnnnA7
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
rota beam either wet set or In epoxy with —� r ( 24" o.c.) subtiortina Max.
i�oil
o_
N
set
IEWWWAdWAA
—
—
I
I
JArd W"d
VAA
N
11
I
I
Avg FA WAR 11 A
11
VA WA OAVA
E NVA W-A
0
1101
www"A
Ara
401401
Gulf Coast SuppIg and MPG 5v Crimp
Metal rool'im FL #11(51.12
BI 2L pa. 5v crimp metal roofing attached
1�.plqwood 5ack using 11:9 x 15' 1 e)pt= IA
laps fastened with corrosion resistant to
caps and with 1.25" ring shank nails
d 4" ro.c. at all laps and two at 1�
rows 12" o.c. In field. Attach
Attic Access
with light
sale
So
Nis
Provide (2) HETA 20 META 20
straps at this location Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) Suppportingg Max.
1810 1bs• upllft
MODEL:
GARAGE
RIGHT
13998 Garza IMPACT
Date Drawn
5-1-19
Drawn by:
C.C.U.
Checked by:
D.R.B.
Revisions
I
q
Sheet I Comm #
OF 5
PANEL
"A"
Poles
BR
Load
Wife
Description
tire#
tire#
Description
Wee
Load
Bit
Poles
2
40
1.0 kw
#8
A/C comp
1
2
AHU
#10
3.6 ku
30
2
3
4
2
30
4.5 kw
slo
40 gal. water HTR
5
L
Range
#L
12.0 kw
50
2
l
g
1
20
1.8 kw
912
Pump
9
10
Dr er
$10
5.0 kw
30
2
11
12
1
20
1 1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1 1.5 kw
#12
Microwave
,5
16
Refrigerator
#12
1.2 ku
20
1
I
20
1 1.5 kw
212
Kitchen S.A.C.
n
I8
Recepts
#12
20
1
1
20
1.5 kw
#12
Kitchen S.A,C.
19
1 20
1 Recepts
#12
20
1
1
20
1.2 kw
#12
Clothes Washer
21
22
Recepts
#12
-
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
#12
20
1
1
20
1.4 kw
#12
25
2L
Recepts
#12
-
20
1
1
20
1.42 Ike
#12
2l
28
Recepts
#12
-
20
1
I
I5
#14
General Lighting
29
30
Recepts
#12
20
1
I
16
#14
General Lighting
31
32
Recepts
*12
20
1
I
IS
#14
General Lighting
33
34
Exterior GFCI
#12
20
1
I
IS
#14
General Lighting
35
34
bathroom GPI
#12
20
1
1
20
#12
Smoke Detectors
31
38
General Lighting
#14
16
I
1
20
#12
Bathroom GFI
39
40
General Lighting
#14
15
I
-
spar
41
42
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3_ watts sq. Ft.)
Small..Appliance. Circuit(s). . . . . ....... . . . . . . ..
Range.... .....1... ....- ............ ......... ............
Refrigerator...................................................
.Microwave
................................................................
ash.
.Dish......Wer....................................................
Clothes„Washer................. I - - ....................... .
Clothes Dryer ... . .. .
,Water. Heater. ........ ..................... ......
Water. Pump ...................................................
Garage. Dgor. Opener ........................................
1135
3
5,205
2
11500
3,000
1
12,000
12,000
1
1200
1200
1
1.500
1.500
I
1.200
1,200
1
11200
1,200
1
5,000
5,000
I
4.500
4.500
1
1,800
1,800
1
810
810
Total Watts
3l,�f15
First 10000 Watts 9100%
1
10,000
10 000
Remainder 21,415 940%
1
O
IO19L1
Electric Heat or A/C 10,000 OILS%
1
10,000
10.000
Calculated Load
Watts
30,"ILL
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 129.63
Panel Size Required = lSo Amps
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Egeball Recessed
P6
Push Button Switch
fS
Exhaust Fan
_8
Duplex Outlet
<}
Ceiling Mounted Light
Special Receptacle
O-
Well Mounted Light
Waterproof, ground fault interruptaii
ro
Light with Pull Chain (attic)
®
Floor Duplex Outlet
0
Computer Connection Jack
0
Carbon Monoxide Detector
4&
Flood Light
TQ
Thermostat
®
Electrical Panel
�)
Central Vac
8
Electrical Meter
®
Smoke Detector
Calling ran
©
Television Jack
Telephone Jack
A a c
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
i❑
Intercom
= JUNCTION BOX TO SUPPORT A FAN
0 = THERMOSTAT LOCATION
BSA = Balanced Air
Electric Notes:
A/C disc.
AM
#2/0 Aluminum feed
I h' Conduit PANEL
COVERED
PORCH
I
I
I
I
GREIAT
221 CFM R O M
loxioxe
I
I
I
I '
I
I
I
I
I
- - - - - - - - - - - - - -
I i owl
l o 0
Ir000KITCHEN
221 CFM
IoxlOxe
12"
116
CM I
IQxI r 100,%
I I
DO
L - - - - - - - - -
20x7A
BAA
[757 71 Venti tlr
II/o IC-J
Sofit 2�A�MM
iu DE38J iI -�
1 � > I IIL"
41 i
NOOKis Clo
IOXLx5
I.
Use co per wire onlg, no aluminum.
2.
Provide and wire all required smoke detectors.
3.
Contractor to verify location of electrical
M
TE
service and provider.
4.
ALL paddle fans shall be on a rheostat.
AHu
5.
ALL bath and kitchen receptacles to be GFI
protected.
2' PVC l FPL
L.
ALL exterior outlets to be WP/GFI protected.
1.
Recessed cans to be installed per NFPA requirements.
8.
AFCI receptacles are regcared in all rooms except
9.
Kitchen, Bathrooms, and Garage.
A/C Return Air Balance Must comply w/ FBC RMIG02
2• rigid service FPL
to #4 coppoEsw a slab
10.
A/C RefrlgBrant fines that are run thru slabs must be
ev
sleeved in PVC
C
T R
f C,4
L RISER
II.
ALL A/C Equipment shall comply with energ calculation
Ica
a 40 FM
IOxLxS
W LAUNOR
11K a
COVERED
PORCH
B/A
r a
ICJ
121 CFM
IOxIOx6
MASTER
BEDROOM
121 CFM
IOXIOXL
N
_ _1Q_ _
---- 4�J B/A
a
9 CFI
CLOSET
�,"'"'A l 1�11
mlia _3
II4 CFM
8x4x4
JUNIOR
MASTER
93 cFM BEDROOM
IOXIOXL
22" x 54" I 4"19 Steel Ballard
Attic Access; Sse detad�
with light J sheet #2
L - - - - -
150 Amp
2 CAR Panel
GARAGE
------------------------------
I
I I
I i
I i
I 1
I I
I i
I I
I I
I i
I i
I
I i
I l
I
I I
I
I
I
y MEC�-,4NIC/4L LAYOUT
12. All work shall be performed by a licensed electrical -Contractor shell use AL-CU Landing lugs. NTS
contractor, the completed system shall be fullyy operative. - Contractor shall torque lugs I.Land
13. Contractor shall pay for all fees, permits, testing, and manufacturers recommendations which
inspections including blower testing where required. shall be verified prior to construction
14. All work shall be coordinated with other trades to avoid = THERMOSTAT LOCATION SCALE: I GI 11 - I i -Orr
interference with the progress of construction. 19, The electrical system shall be completely and effectivelyy
15. All required insurance shall be rovided for rot ection grounded as required by the latest edition of the N E C
against the public liability and property damage for the
duration of the work.
20• All material shall be new and
shall bear underwriters'
IL. Contractor shall guarantee all materials and workmanship
labels where applicable.
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancy,
21, All equipment and panel sizes
shall be verified before
or one
year from closing sale of house.
ordering. The contractor shall
provide circuit routings to
Correction of defects shall be completed without additional
suit the fob conditions.
charge and shall include replacements or repair of any
other phase of installation that may have been damaged.
22. Furnish and install all fixtures
as called for on the plans
11. It is not the intent of these plans to show every minor detail
or as selected bg others.
of construction, The contractor shall furnish and install
2'. All raceways and pipes placed in or through any concrete
all items for a complete electrical system and provide all
slab shall be spaced a minimum
of three diameters of the
the requirements necessary for the equipment to be placed in
largest conduit or pipe from any other service.
proper working order.
18, All work shall be done in accordance with the N.E.C. and
24• All exposed wire below 9'-I"
shall be installed in metal EMT
shall comply with all local codes and ordinances, and shall
conduit.
meet all standard requirements of the local electric utility
and telephone company.
25. Dr er Vents to be installed
y
per FBC RMI502
Attic Venting Calculations FBC 2309
Total Attic Space = 2481 sq. ft.
Venting Ratio I/150 = 16.58 sq. ft. required
Provide A Continuous Vented Soffit
Braden it Braden AAA, PA
Architects - Planners
41-1 S.E. Coconut Avenue
Tel (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaia9comcast.net
Stuart. FL 3499L #AACOO0032
SEE MANUAL
"J' and Energg
Calculation
for Unit into
50 AN
CFM
Exhaust Duct
Thru Soffit
INCLU©ER8 fittJAWP ',
Aga SI A
Opt. PATIO SLAB
/ \
\ \ wP GFC
COVER D 1 '9=
PORC F
Vvi
I
MASTER
BEDROOM
ry /
/
cc�fl /
Smoke / Carbon
Monow Combo
GREAT
ROOM
I�
I �
I �
\ \ smoke / GWbon
'Mo\nowds DeNc
C 5
GFCI
- - - - - J - - - _ CHIrIE6
T
GI FCI 1
QD
1 I� GFCI
CLIOSET
.1
:LOSET
JUNIOR
'KASTER
KI, CHEN 1 \ \
Ln 9=\ \ \\
4" Exhaust T� S
Duct Thru Q \
Wall a
W AUNDRY 1 \
e
a B
to carmair1
Wire For
Front Post _
Light WP GPCI
COVERED
PORCH
50 CFM \
\ FAN \
*10)
Ij 2 h GFCI
W.H.
22" x 8',4' 4"cP Steal Ballard
Attic Access I See detail on
with light I sheet #2
3:�--Pull chain
PC light in attic 150 Amp
2 CAR Panel
OPTIONAL PANEL
GARAGE
42"h GFCI
r-----------------------------�
Garage
Door i
j Opener
I ,
I ,
I ,
1 ,
I ,
I ,
I ,
I ,
I ,
I ,
I ,
I ,
I ,
I ,
I ,
T LUr,I
B000
Exhaust Duct
, Thru Soffit
Install oulet
under disc,
k shown for
clarltlq
a \
�v
E
xa
ul
Oa�m ELECTRICAL FLAN
> Post Light with
vo Photo cell SCALE: 1/4 = li-O"
Wgn ie Building Corp. MODEL: Date Drawn Revisions Sheet Comm 4
5-1-19
-�~ GARAGE fawn
THE MANOR 11 RIGHT Drawn by:
13958 Garza IMPACT c.c.u. F -1 I9��3
Spanish Lakes Checked by:
St. Lucie Count(g Florida D.R.B.
__ OF 5
=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 21-10" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY.
I
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
iu Span
Spre er Baregrees
4nor
ss
Tag line 112 span �
Tag line �14IP oof Span
approx.
REFER TO BCSI
Truss must be set this way f crane is used.
REFER TO BCSI
Truss must be set this way if crane is used.
Truss is an example, your truss may not match.
ur trusst match
mass
TrussInsist
Insist crane operator sets truss this way.
aerie operator th s
All load bearing walls, headers,
beams, & lintels must be in place
at indicated height before trusses
are installed.
A!*
AIR HANDLER NOTE
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.
! WARNING s !
The size of these trusses makes it necessary that they a set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult with an engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
SEAT PLATES BY CHAMBERS TRUSS
Hatch Legend
�2/12 VAULT
EZBRG WALL @ 81- 111
d
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' aa 24' IN LENGTH!!
Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !!
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN.
35-00-00
Co
J3
r
5
J5
7,
C B
A7
-
A6
A ..
-
A4
—
-
A2 A2
0
0
r�
N
x
A2
A2
A2
13-07-08
..,._.-
A2
- - - -
.A 2
A2
0
z
0
O
N
.�L
ODD SPACE 10-08
Al
Al
o
21-04-08
N
0
0
N
Al n
Al
A,
Al
At
Al
Al
Al
_.�,.., - .
CT A
Al
ITH/ 9 B.C.B.C. PANEL LOADED WITH/ (2) 75 LBS POIN
LOADS ON T.C. PER TRUSS FOR A.H.U.
A!
At
o-
0
m
N 7' SET BOSTON HIP TRUSS
-BACK
BHA
0
5
u5
0
o
0
0
.j1
7-08-00
22-04-00
3-1
HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT
]U
CORNDER JACKS
ARE NOT BEVELED. ti rc
SEE STANDARn pw
ENGINEERING. p Z
OUO 9
e
N
24" O.C. THRU
CORNERJACKS
ONLY 24"
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY _
I REVIEWED I
h CODE COMPL
.. ST. LUCIE CC
BOCC
---14
12
.a x 12
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 8'-1"
END DETAIL: TYPICAL
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 8'-1"
END DETAIL: VAULT.
Z3-15
O
00 1-00-00
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
-he undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authorial
letermining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery
-
Indersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers T
(hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers op4
\fter 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss
he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss
1e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss
o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. BuyE
esponsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per I
Be for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable p
nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled dat
ielivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees tD pay Chambers T
seasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge W
added for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guaran
Dayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and
ndersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by
ecipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referrer
erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11, Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities
onstruction Using Metal Plate Connected Wood Trusses ANSIITPIIWTCA 4 - 2002""
12. Warranty is per Chambers Truss Warranty attached.
A spreader bar may be required per "BCSI" to prevent injury & damage.
Multiple ply trusses must be fastened together per engineering before they of
set, failure to do so can result in roof collapse.
Temporary and permanent bracing are required and can save life and propert
and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
Trusses must be set and braced per design to prevent injury & damage.
Trusses must be sleet plumb and square
Do not set bunks or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
can er venue
Fort Pierce, Florida 34982.6423
800-551-5932
Fort Pierce 772.465.2012 Fax 772-465.8711
Vero Beach 772.569.2012 Stuart 772.286.3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
The l rcniicef'a or Architect's representativsa`.:.
shop drawing approval is NOT a
"double check" of the contractor.
The contractor %hail remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gr vity and uplift loads and
their r tive locations. pe 1
Approved By:_
LOADING/DESIGN CRITERIA REDUCIBLE
PER CODE SUCH AS SEC 1604.6.1
91*9111:3i[d:111iZIAY1
County
Saint Lucie County
Building Department
Saint Lucie County
Wind Design Criteria
ASCE 2010
Wind Design Method
MWFRS(Directional)/C-C hybrid Wind ASCE 7-10
Roofing Material
Metal
Loading in PSF
Roof R.D.L. Floor
Top Chord Live
20 0
Top Chord Dead
7 4.2 0
Bottom Chord Live
*10-Non Conccurent 0
Bottom Chord Dead
10 3 0
Total Load
47 7.2 0
Duration Factor
1.25 0
Wind Speed
165mph
Top Chord C.B.
Sheathing by builder
Bottom Chord C.B.
Sheathing by builder
Highest Mean Height
15'
Building Type
Enclosed
Building Category
II: Non Restrictive
Exposure Category
C>Open Terrain with scattered obstructions
Miles from Ocean
5
Conforms to Florida Building Code 2017
R.D.L.=Restraining Dead Load
C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 75990
SCALE: 1 /4" = 1'-0'r
82 total trusses, 15 unique designs
Designer: BLW Reviewed by:
Date: 05/13/19
FOR
Wynne
DESCRIPTION:
13958 GARZA / GARAGE RIGHT
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