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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1,5" 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
acing over ASTM D 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 end (type 2) 30 lb felt underlagment Installed with min. 4 side laps and 44 end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 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 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 dock to trusses using attachment detail on this sheet
12 12
4 SLOPE OPE 1.4
8'-1" T.O.B. 8'-I" T.O.B.
12" 2" 2" 12"
O.H: H. H. O H.
C
© c thick light textured
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
0'-0' = Finished Floc 0'-0" = Finished Floor
OIL �4 - - - - - - - '7� - - - - - - - - - - - L== L= - - - - - - \
5/8" thick x 8% cut Finl h Coumns with 5/8" thick light textured / Finish Columns with
coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral
finished stucco bands block construction finished stucco bands
LEFT ELEVATION REAR ELEVATION
SCALE: 1/4" = 1'-0" E L E V A T I O NOTES: SCALE: 1/4" = 1'-0"
- Overhangs at 1' unless otherwise noted on Roof Plan
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12
- ROof pitch at 4: 2 unless otherwise noted 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x I.V
wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D
_ An changes t0 his plan Shall be submitted to the architect (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V and
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
wood
ga. re crimp metal roofing attached to plywood deck using over
x L5" f or approval I n W I t 1 nprior t o starting construction. sp,cad 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D /� I Window
II deck to trusses using attachment detail on this sheet
(type 2) ne lb felt underlagment installed with min. it aide laps and 6 end Return ALL Stu e o Bands Into W I n d ow or Door.
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails -
spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses uaIng attachment detail on this sheet
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 4" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
12 SLOPE 4
SLOPE 4
B'-I" T.O.B.
2„ 12,E
8'-I" T O-r,
.B. H.
12" T2.,
H. 5/8" thick x 8"w cut H. ®®®® '. 5/8" thick x 8"w cut
❑: ❑�
Cora finished stucco bands 3 O
m coral finished stucco bands
cut 5/8" thick x 8"w
coral finished stucco bands
5/8" thick light textured®®
stucco on typical concrete
- - - - -block construction - -
----------------------------------- _ _ _ _ _ _ _ _ _ _ O'-O" -Finked Floor Finish Columns with a 1-40Finished Floor
5/8" thick cut coral 5/8 thick light textured FIL -°'-4" A.F.F.
finished stucco bands stucco on typical concrete--�
block construction I WED FOR
RIGHT ELEVATION FRONT ELEVATION
CODE COMPLIANCE
SCALE: 1/4" = 1'-0" SCALE: 1/4" to 1'-0' ST. LUCIE COUNTY
13C)ICCp
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE E
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows d: Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
Ez 8pI tion
Date
Design Pressure
of Approved Testa
1,2,3
t4
FLU 239.3
Single Hung
SH-100
Impact
PGT
5/I6"
1/4" dia. tapcoiu m/ min. 1 3/8' penetration to be
spaced par product approval. Contractor shall adhere to
sun. edge distance* specified in Product approval
+ 80.0 PSF
-
A
IL-0330.02
Overhead
Garage Door
Modal 824/e11ah
9'-4""max w dg
IL -O max height
DAB
Ithsl �qr&v� ;n „;Rh �..K. 5 s, ; ",, • "rya""�ae� e k
> env " 15/B' /di thntl Ip .mum ... '6rs"a'le t t.ne.ma
nm. d . ' �dy &a os- GC t. mmtip elh.r. t. pr.auwt s➢prwd
10-9-21
+ 50.0/-GO.O sF
p
g
FLU 16614.1
Fiberglass
gmodh Pro/
-Wen
Elco 1/4' din. tapcon with min 1.25" embedment at 3' max
from corners and 11.5' o.c. max. thereafter in head and iambs.
+ 50.0 PSF
C
FLU 251.5
Sliding Glass
g
D
Series 110
9GD
PGT
I" non
Type "GSA"
1/4' die. tapcons w/ min. 1 3/4C' penetration to be
spaced per product approval. ontractor shall adhere to
min 2 I/2 edge distances specified in Product approval
+ 60.0 PSF
-
Product
NOA/FL
NUMBER
Model ti#
Manufacturer
Attachment Method
TEST
p ration
E�
Da
Design Pressure
of Approved Tests
Mullions
FLU 261.1
I' 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.
In
+ 58.0 PSF
Roof
FL# 11651.12
5V Cnmp
Metal Roof Ing
Gulf Coast Supply
and manufacturing
2L ga. 5v crimp metal roofing attached to plywood deck using a9 x 1.5'
wood screws with self sealing washer at 12" o.c. max seating over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end
laps fastened with corrosion rerstant tin caps and with 1.25" ring shank nmis
spaced L" c.c. at all laps and two stagggered rows 12" c.c. in field. Attach
deck to trusses using attachment detal on rod plan
-108.5 P5F
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vinyl Soffit
Kai
Install using 2" x 2" battens at L" o.c. screwed to soffit framing using
48 x 3" wood screws at each truss. Install soffit to battens using
As. x 1.5" Iona ring shank site with S/8' dra. 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
FOR ONE Y AR FROM THAT DATE
2" x 4" top pit
I/2" drywall ceiling on truss bottom cord
e
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind Velocity: I1.5 mph ultimateIHI
Mean Roof Height: _]I'-p" Roof Pitch: 4.12 EI
Internal Pressure Coefficient: ±0-18
Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate
Wind Exposure Classification: C 1.21 x O.G = 0.126 rygTM
1/2" drywall on Adjustment factor for Exposure Height: ASD design
2" x 4" studs at W' o.c. Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.LIDL
Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf
Roof Zone: 2. +20.6/-51.0 psf
Roof Zone: 3. +20.4/-84.0 psf
Components $ Cladding Wall End Zone Width: 3'-4"
Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I
Wall Zone: S. +35.8/-41.8 psf Walls Zone 4
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 paf
Shear Walls Considered for Structure? Yes ® = Roof Zone 2
Continuous Load Path Provided? yea Walla Zone 5
Are Components an Cladding Deter Provided? Yes END ZONE
2" x 4" P.T. bottom plate Minimum Sal Bearing Pressure:2
base-boardJr-9 .500 psi, Presumptive: X By Test: psi
<•,• -: sr ;,r%%;.r•..b;':, r., s'.-';<.:..,a ::,;-t_>;:;;t:;..::::,:p •.ia:g.,,-:: <.r:+•. SEE PRODUCT APPROVAL FOR IM ACT PROTECTION F R O ENINGS to Corner Zones
Roof Zone 3
4" concrete slab ^with fibermesh OR ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf
6"xV 410/10 WWM on 6 mil Visqueen over FLOOR LIVE LOAD: -ii- sf FLOOR DEAD LOAD: 10 psf
clean compacted termite treated fill
Interior Non-BAring Partition JOB ADDRESS: J-2- C-0"67 lo"i
nts
Braden Braden AIIA, FA UJQnne Building Corp. MODEL: 5-24-18 1SY
Date Drawn Revisions : SCANNED Sheet Comm #
Ar Itects -Planners St.LuCieCount9r
41 S.E. Coconut Avenue T H E STERLING 'R Drawn by: 1
Te : (112) 281-8258 CYagn*' Rq�.� n I . i�-301
Fa ('1'12) 281-8283 RIGHT C.C.U.
E-m I: bradenaia�comcast.net Spanish Lakes Checked by:
Stuart F 34994 UAAC000032 St. Lucie County Florida D.R.B. I (J OF 5
FLOOR PLAN A EA CALCULATIONS
4"
CRASH POST DETAIL a" Io'-o" I " 10' "- _ 14'-0"
ED
TYPICAL NOTES: SCALE I/4" = 1'-0" N.T.S. Living A/C = 1,414 sq. ft.
31" high by 4" diameter Front oreh = 153 s ft. )N ; n IS PERMIT
I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor q"
proceeding with work. Flange with 4 - 3/8" Rear oreh = 116 sq. ft. Opt. PATiO/SLAB
mansion bolts into
2. Contractor to STRICTLY enforce ALL OSHA Requirements. °P era e = 3 s t.
3. ALL Lumber to be used as Beam, Rafters, etc... to have sla (3/s°t so ksi steel plate)
a minimum 1,400 P.S.I. fiber stress. c" _O I Under Roof= 2,124 sq. ft.
4. No dissimilar metals to touch. � " 2h" To I Cubic Ft = 11,192 o ° oo1 00i uI IE:)
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.EGRESS O
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to in 2" VTR
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Baia"° �' JIL ° 0 12" x 12" Concrete column Cl
L. Drywall at ceilings shall be leveled and attached to bottom chord m block filled with concrete and
4" 2" V I r (2) #1 bars vert. tied into
of trusses with screws per FBC R102.3.5. o o I lintels above
1. ALL wood in contact with concrete shall be pressure treated. I Covered Porch O
8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 21' VTR O
9. ALL plumbing fixtures to be low flow. Masterr'� JiL O
10. Contractor to Provide Drain at water heater in accordance Bath 1 i ° O O ° �] ° O 00
with the current edition of the Florida Plumbing Code. 2'
Lev. i O 1 0 =°
II. Contractor to Provide a 2'-8" wide door at one bathroom for 2h" 2ih„ Lev. I MASTER ° -
handicap accessibility requirements. ' �2" +• 1 2" VTR ° B E D R O O M
12. Lowest finished floor to be set by Governing Building Department ` I JIL e'-o° t°1.9 A.F.F.n�U_
surveyor to Set in field. 3�. I I "' Vault d Ceding 8'-O" A.F.F. r u�
G EAT Flat Calling ■ a
13. Separation between residence and garage shall be per FBC R302.6 er. s. 1 I °
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door s" Kit. sink2.
r
OOM o
w.H. =Water Heater
Kitchen LI
I N
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 Lay. I 1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 I RodShelf
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" PT. Buck nailed to Masonry Beam s" - -
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails.W.C.N I 21'-e" - _I14
salty to be
materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment I r H B
With F.B.C. R31L - see permit info box of code edition Bath #2 3'
shy. O 1 I Y,'high "m
18. Gyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 ;n " -01 �0 O
C bO, C1002, C104TC1111, C1118, C1218, C1395, or C13% and shall be installed c.o. ry a'-o° t° 9'-e" F.F. 2 x L knee -wall a
To septic Vaulted Ceihrtq below counter top Be 1 O M rr
according to the following: (FBC R102.3.5) `' I_ CLOSET
I
Dr wall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail sizing options for
of drywall into
Spacing
Maximum
installation
wood framing members
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/8" long with 19/64' head
0.098' diameter x 1 1/4" long
annular -ringed or Sid cooler nail
/2
OR
Walls
Either
IG"
all16"
0.080" dia. x 15/e" long with
Direction
15/64" head
OR
Ggpsum board nail 0.086" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
-1"
12"
13ga 1 5/8" long with 19/64" head
0.098" diamaeter x 1 3/8" long
annular -ringed or 6d cooler nail
OR
Walls
Either
IC'
8
IL"
0.092" dia. xx 1 1/8" long with
Direction
1/4" head
OR
Ggpsum board nail 0-0915" dia.
x 11/8" with 19/64" head.
PLUMBING RISER DINING
ROOM i- - - - LINEN
Install SGb thru buck Into :1W
D0. �s 8"
Rod Shelf ASINET
JI r:
block I/2" wpenetratlon ith 3/14" as 6"n o c h max.
from aach corner and 20." ox. maxhow I (►
thereafter at head per product approval 4. a
i
I" x P.T. Buck nailed to O Vanity to be 1 i �'/ o / \ BAT ° O
block ith case hardened nails ' 34 Y2 high
Head prior o door attachment 13'-Os/ I 9y (411, ° I _ /� in
In
High 8wall KIITCHEM
fixed door >:`:::::- _ Vent ryer
Use 3/IL tap -con with sliding door - -Overhang - - i througiwall
11/2 Penetration at 6 o.c. max. "'``'__'' 8'-0" A.F.F.
from each corner and 20" o.c. max n Masonry Wa '�'``"�i": ° ° Flat Ceding
b
II2"J•'A'.:• 'f d'-' la'-LJ'u / -O" I O
thereafter at sill per product a pious( H. ° k b
\ E Upper ca mete to
extend over lef.
Bottom Trac Typical Flooring I �+ I fdlercv
cv
Bill Install SGD thru b k into BATH Qsn °
block with 3/I6" to -con with - v:m� a 's
Sliding i di n g D OOr D e t a l l 1 1/2" penetration t L" o.c. max. '
19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6, from each corner a 20." o_c. max O o Rod t Shelf _ _
A108.1, A118.1, A118.3, A136.1 and A131.1 thereafter at Jamb per product approval Jamb cv IS = ry ® I " ° lasuiatm ° A/C O
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM At Masonry Wall NTS ;,, 4"0 Steel Ballard
C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall in I ul 1 °` atoll on this sheet
#I
be used as backer for the wall the in tub areas and wall panels in shower areas. C L i ? °L 11" ' z2.-X 54.-� Provide auto if
21. Insulation including facings such as retarders or vapor permeable members Installed LU i n d ow S c h e d u 1 e ° I OILQ _L I Attic Access I closer °
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
8'-O A.F.F.-- a" s L-----
Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE a3F Flat Ceding
shall have a flame spread index not to exceed 25 with an accompanging smoke U t,
developed index note to exceed 450 when tested in accordance with flSTM E 84. � " " " a � 6' Of 4" 150 mp Meter
I. 4 -5/e x 5 -3 /s 54/e'x L3/, Single Hung ZONE 4 ,o m Pan I
Insulation shall coin I with F.B.C. R316. a Z in
p y 2, L -2 /a x 5 -3 /a" 15 x 43 /+" Single Hung ZONE 4 ° SECOND © rc
3. 2'-2" x V-2 1/2" 21 /="x 38 %' Single Hung ZONE 4 �, BEDROOM E G ESS Y GARAGE
Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11451.12 4. 4'-5%8"x 4'-2%a" 1 54%"x 54Ye" Single Hung ZONE 4 Uel IMT IMEO 8'-4" A.F.F. O (]
24 ga. 5v crimp metal roofing attached to plywood 2eck using 49 x 1.5 Flat Ceiling
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D O n
(type 2) 30 lb felt underiayment Installed with min. 4 side laps and V end ALL Windows t0 be aluminum windows w/ tint p -
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach and mullions per elevations. o
deck to trusses using attachment detm on this sheet ALL windows t0 withstand pressures in permit info box On sheet I EGRESS r-----------------i O
ALL windows in bathrooms to be tempered p Block wall in
All rough opening dimensions to be verified by contractor ° 0 O ° i garage to be I '�
l struck block l
With manufacturers specs prior to construction 3'-I" I. o o -
° I I ° O
Simpson HETA 20 or equal » COVERED
I I I
hurricane anchor at each truss 12 O 12 x 12" concrete column block filled I I ir
with (10) IOd x 1 1/2' nails PRE-ENGINEERED TRUSSES OOrO i with concrete and (2) #1 bars vert. tied ORC
l 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL I 7n into lintels above
18D Schedule 101ba. uplift 6" 12'-e T- " I
(shop drawings by manufacturer)
Mark Size Rough Opening Door Description PRESSURE ZONE
A T-O" X T-O" 108" x 84" Overhead Garage Door ZONE 4 N ° 00 O°
o° n o
Aluminum Drip - "R-30 blown fiberglass +_ „ 41 �+"x 83�4'
Edge t Fascia in bottom chord of trusses B 3 O X L 8 Fiberglass Panel -Inswing ZONE 4 6'-4" 5'-2" 2'-8" 21-8' 3'-5" 9'-01,
< 1/2" drywall with smooth finish C V-O" X 4'-8" 14" x 81 %2' ;iw.� Sliding Glass Door ZONE 4
2" x 4" Sub -Pas eie Two rows of beam block filled with concrete
D 2'-O" X C-8" Solid Core - Wood - L-Panel-Bi-Foid Finis ed 24" x 81 �" 5'-4" I5'-IO"
and lU 95 bar coat. in each row. Substitute REVIEWED FOR
Kaainggcon full o vent vial soffit installed recast lintel filled with concrete and (1) #5 E 2'-L" X 6'-8" Solid Core -Wood - L-Panel 36,-O"
roofing 8' dia
shank TV lhegdgp �. gar cons. for bottom row over openings CODE COMPLIANCE
product approval - see chart sheet #1 1/2" drgwall over I" x furringg F 5'-O" X 6'-8" Solid Core - Wood - L-Panel - B(-Fold ST. LUCIE COUNTY
strips at IL" o.c. with R4.1 PI -poll
insulation on typical 8" Block walls G 2'-8" x V-8" x I s/+" Solid Core Wood, Steel, or Masonite Door
5/8" thick light textured All drywall to be installed per FBC R102.3.1
stucco on typical concrete T and shall meet all pertaining ASTM codes. H 2'-8" X V-8" Solid Core - Wood - 4-Panel
block construction ro Mortar to be Type "M" only proportioned per FBC R401.1 Install windows thru buck into
and Mortar Jonts shall comply with FBC R601.2.1. J 2'-L" X L'-8" Solid Core - Wood - 4-Panel - Bi-Fold block with 3/I6" tap -con with
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) I I/2" penetration at 6" o.c. max. Attach buck to block wall with
from each corner and 20." o.c. max 1/4" die. Elco conc screws with min.
#5 bar vert. w/
2'-8" X L'-8" Solid Core -Wood - L-Pone(- BI-Fold thereafter at ambe and 20" o.c. max. 1 1/4" penetration at 12" o.c. max
30" overlap Fill cell with concrete and ,_ „ ,_ Exterior face at head and sill per product approval and 4" max from each corner thru
(U #5 bar vert. (t Ical). L I 6 X L 8 BI-FOLD Buck to be I" x 4" PT 2" x V PT Buck
at each filled cell o of wall Exterior face
Max. spacing shall not exceed of wall
Wood 48" unless otherwise noted ALL Exterior doors to withstand pressures stated In ermlt info Varies
Base see foundation plan notes for box On SheetI arias
spacing at openings
4" concrete slab with fibermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AN SHALL
L"xL" #10/10 WWM on L mil Visqueen over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck
clean compacted termite treated fill lock with case hardened nails ON ALL JAMB, HEADER, AND
Grade * "" l rough opening dimensions t0 be verified by contractor prior to window attachment SILL BLOCK PRIOR TO BUCK at
rato hinge and
max and
,` ...; All Detail at Windows INSTALLATION Detall at Door
* Wlth manufacturer S specs prior t0 construction N-1-5 NTS
I I I I III =I "_ •:.':' IIII=II I I=II I I-i I I-
1111-IIII- III IIII-IIII- j11 Braden Braden AIA, FA Date Drawn : Revisions : sheet Comm
-11 11 WQnne Bu►lding Corp. 5_24_1a
�1 IIIIIIII=III, III _ II Arc itects - Planners
"'i-IlllII iiii 14" x 14" Concrete footing 41 S.E. Coconut Avenue T T I REAR Drawn bg:
14" with (2) #5 bars Cont. and #5 Tel : (112) 281-8258 I PORCH 2 � 1�-301
transverse bars at 48" O.C. C . C . U .
T Y F I C A L. SECTION Fax : (112) 281-8283 Spanish hakes RIGHT Checked by: B
Scale : 1/2" = 1'-0" E-ma : bradenaia*comcast.net St. Lucre County Florida p_�_g_
Stuart F 349% UAAC000032 OF 5
STrz�_UCTUfi�!_ 1�OTS:
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:
ROOF (DL+LL) = 41 PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #i
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
EXPOSURE ="C"
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 60, 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 Il
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRE
E.
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 12.
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
BEAMS: 1-1/2"
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
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. 15.
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 B
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FOUND/470N FLAN
I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0"
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
Termite Protection for New
notation and dimensions before starting construction.
Construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
treatment used for subterranean termite prevention
roll de the foundation perimeter shall be done after all
inside
4. V erlf g all recess thickness at Showers, tile, etC....
excavation, backfilling and compaction is complete.
S. Contractor to provide filled cell with concrete and 1 #5 bar
Vert. at .48II
soil area is disturbed after initial chemical soil treatmen
O.C. max. Provide (1) filled cell on each side of openings upp to
5'-Il" wide. area shall be re -treated With a chemical soil treatment
Provide (2) filled cells on each side of openings from 6'-O"
to 9'-Il" including spaces boxed or framed.
and Provide (3) filled cells on each side of openings from 10'-0"
and Up Treatment must be in accordance with the rules and laws
Contractor to see plans for any other condition used. Foundation
walls established by the Florida Department of Agriculture and
shall have filled cells at 24" O.C. unless Otherwise noted (see
section) consumer services.
6. Contractor t0 provide for Form Board Survey - Form Board
Survey Protective sleeves around metallic piping penetrating
to be provided to Truss Company prior to truss construction
concrete slab on grade floors shall not be of cellulose
1. Contractor to provide for soil test prior to construction and
provide containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
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.
#5 bar vert. w/ Thicken edge to 8"x8"
30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR
at each filled cell ECTIONS one US bar continuous 6 xG #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
'
4" concrete slab with fibermesh OR GRADE NI
VxV #10/10 WWM on 10 and Visqueen over
clean compacted termite treated fill °0
"?: ` `:✓:'
Grade
°D E
PORCH
SLAB EDGE DETAIL
—IIII III IIII— 14% x 14"d concrete monolithic
footing with (2) #5 bars cont.
"
SCALE 1/2" = 1'-0"
14"
#5 #6 bar w/
overlap
TYPICAL FOOTING DETAIL overlap
SCALE 1/2" = 1'-0' at each filled cell
SEE TYPICAL
--,",:SECTIONS
4" concrete slab with fibermesh OR Adjust curb heightFilled
Cell Masonry Column W
h One
CxC #10/10 WWM on 10 mil Visqueen over based on gar. floor
4" concrete slab with fibermesh OR 45 From Footing To Tie
am
clean compacted termite treated fill slope.
VxV #10/10 WWM on 10 m1 Visqueen over Conc. Fill To Be 3000 RSI
#5 bar coot. #5 bar in curb
clean compacted termite treated fill See Floor Plan For Locati
n
O'-O" s F.F.
Step per
a foundation plan Grade
°--
's
004 a
�
I-
. :- • � E ; - -
-III
1 ' SIn le Filled Cell C >1
Imn
10" (2) #5 bars cont. bottom steel
-
14"w x 14"d concrete monolithic
TS
footing with (2) #5 bars cont.
12.
14"
2" 10'-O" 12"
14'-O"
— — — --�"— —
—
I 4 INCINC UDED
%I� ERMIT
lOpt. PAT(
14
g
1----- 0
° J OO O" i i i i i i I I 0 o Qo
O
0
FI
o
I
I _ °I
cc
Rear Patio/Slab I
r
I to be poured separate I
F4 tL from the horse slab.
a
°
93
I J 4" Thicken footingg to
+� N 24"w x 14"d x 24"L I
FI
I L , under filled cells
° under girder bearing. I
O ° °°
ril°OO°
Rab tobe
flush with bottom ofsliding
door recess.i
Slope 1/2"
-
u
1oo
F-
ucn
LL
it
I
•
1 I
_a
1
'1 I
1 FI I
I 1°
■
1 vanitg to be
4" concrete slab With fibermesh OR 3�f "�hlgh—�I
H_B.
°
1 CXC *00/10 WWM on 6 mil Visqueen over �10
I clean compacted termite treated fill7
I FI
El
IE
F-
O
LA
Q
i
_a
I FI °
L,
°1
1°
I i
I
H.B.
Q
°
JkX
1 W J� I ®filled SConcrretteel erd I
#I v
of
w
I 1 >> I I I a
2 �1 I
�c
�aQJ
I I 1 vu� I
4J to
°
tea
I FI I I WEE I
aN
1 I 1 >�
°
I Fi I I t2 E`` 1
a E s
I r-- —� 1
3 30 1
m
u3
s E �,
U I
■
CQ
°O i I i I i i o o �— U
_ I L1 %=- F51
-
OO
3'-I" o ElI "� 12
O zXI
1niL
for
4-- r ra esDoor F5
n
-
0�------
° I --4--Ge9 00 00
12"
x 12" concrete column block filled
wi
h
concrete and (2) #1 bars vert. tied
into lintals above
3'-5"
9'-O"
3'-5"
REVIEWED
CODE COMP
ST. LUCIE C
FOR
LIAN(3E
)UNTY
j= 2
DETAIL AT GARAGE STEPDOWN
Filled Cell Masonry
Column 11111
h One BOCC
SCALE 1/2" = I'-0" GARAGE CURB DETAIL
nF�;Conc.
its From Footing
Fill To Be
To Beam
3000 F
Each.
SI
12' x 12" concrete column SCALE 1/2" = 1'-0" See Floor Plan For Locati
black filled with concrete
and (2) #1 bars vart, tied
into lintels above Verify house slab
height in field
Top of Tooter 3. }
16" below finished floor !. ?y�" a'•'"''
—_ —
�i Double Filled Cell C u
-IIII- mnTS
II IIII
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) #5 BARS CONTINUOUS
Q
30"
x 30" x i01)
COLUMN FOOTING WITH (4) 45 BARS EACH WAY
F
8"W
x 8"D
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 a 0'-0"
I_ . .. :.... . ... .. _
30"x30"xI4" concrete 2" x G" PT wood secured with
column footing with (4) 3/8"dia. x 6" anchor bolt at 18" o.c. Braden
—I I=
Comm #
i Braden AiA, PA
nne BuIIdin Corp.p
ate Drawn ;
Revisions
Sheet
35 bars each way overhead door track secured to wood
A
httects -Planners
lt g
5-24-18
iamb per manufacturer's product approval
Door Jamb Detail
1 S.E. Coconut Avenue
THE STERLING
REAR
PORCH
Drawn by:
16-301
30"11
Garage T
I : (112) 281-8258
G.C.U.
3
Spanish Lakes
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS F
'j COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT
: (112) 281-8283
RIGHT
Checked by:
,
E-
SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stuart
il: bradenaiascomcast.net
34996 #AAC000032
St. Lucie County Florida
D.1?.B.
OF 5
Provide #5 bare with min. 48 bar Provide #5 bar et in pre -cast
diameters overlap Into beam. Tie lintel Into beam where length or
Pilled cell steel Into continuous the opening calls far It.
ROOF SHEETING
beam block steel.
/\ Simpson HETA 20 Strab truss to wall using Simpson MGT with
Provide Cast -Crate
..SUB-OB/07
precast
lintel set in mortar
/
r - ♦..
-
Y- ♦ Y♦ ♦
Y i •
I
Ke
Area
Edge
P;eld
Fastener
Pr ssure
Zone 1
6
8d ring shank
45 psf
Zone 2
6"
8d ring shank
16 psf
3
4"
4"
8d ring shank
84 psf
�9Zone
** Zone 3a
I 6"
6"
#8 wood screw
112.6 psf
Provide PT Buck
I'
attached per iamb
t:;l
details into filled cal
4" Pre -cast
Bill
r Y'
.4A
i
hurricane anchor at each truss 5/B dia. threaded rod with min 12" embedment
( 24" o.c.) supporting Max. into beam either wet set or in epoxy with
pp g (22) IOd nails into truss. Add blocking to
1810 lbs. uplift ETA 20 truss leg per detail on this sheet
Poured Filled Cell
h
Provide tt5 bars with min. 48 bar Q
diameters overlap in filled cell. Tie
Riled cell steel into continuous
rooter steel. 11.1
2
Concrete Footing
(see footer schedule
-
-
for exact
sizes)
DETAIL AT
WINDOW
OPENING
IN
** Use nails or s4rews based on pres ure for roof stated Scale: 1/2" = 1'-0"
in permit info box on these plans Tor zone 3 CBS WALL
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of Ln
true& with IOd x 1.5 nails at 4" o.c. Ul
Verif with Plan � �
y r Install Simpson MGT into wall usinggW - l �
Concrete
12 x 12 5/8 dia. threaded rod act min. 12" L3 Q + r
Lintel Column Block into wet beam and (22) 10d nails into truss Q� U
; �'; -
Q E
#Z
Rebar W ta_D
Rebar 48 Bar Dia. ul O in O
Min. Overlap TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING � IUj
-_Column to Lintel Attdahment AT CENTER BEARING POINT w �
NTS u1 0
1/8" thick light textured stucco installed per in
ASTM C 924 over ASTM D type 2 paper backed (�
wire lath nailed to substrate through one layer of
ASTM D Type 2 felt paper using 8d Wads. SubstrateBEfM SCHEDULE
to be 19/32' CDX Plywood mailed at 6" o.c. in field
and edges with IOd ring shank nails into studs. w
Mark Size and Description Aluminum Drip
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 „ Edge t Fascia
Two rows of beam block filled with concrete and 1 #5 bar 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
BI continuous in each raw. Hoak Vert. bar over top bar with �'
#5 900 bend bar with a 10" min. la at to bar. (type 2) ne Ili felt rosin resin installed with min. 4 aide laps and 6" end
P P laps fastened with corrosion resistant tin cape and with 1.25" ring shank nines Flash and Counter
?aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach Brace Gable end
deck to trusses using attachment det I on this sheet flash Brace Gable end with 2' x 4" SYP #2 min.
Nail ledger to with 2" x 4' SYP #2 Oft back nailed to bottom
9 eft back nailed to bottom of top chords using (2) 10d
Additional Precast Lintel Lintel Bar Clear "A" uB,i gable end true& or top chords using (2) IOd nails at each truss
tt5 bars F with 12) 10d ds nails at each truss
-�:: ,1'::.t CLEAR
Length Length Span Bars Bars at each web
rs� 1 r: 7
r •:.�:i l 1 +�S 1 :.'i•.' I
2'-10" 2'-8" 1'-C 2,43 none
316" 3'-4" 2'-2" 2,#3 none
BFe-OB/IT SINS-IB/IT SFS-I5/2T
dditional 4'-O" 3'-10" 2'-8" 2,43 none Simpson HETA 20 or equal 4
hurricane anchor at each truss PRE-ENGINEERED WOOD TRUSSES
tt5 bars with (10) IOd x 1 1/2' nails a
CLEAN.., ..;+ 4'-6" 4'-4" V-2" 2,43 none 24"o.e. TYPICAL
no Row of "H" '^%;_` l 24" 10lb supportmg Max. ( shop drawings by manufacturer )
Block Above 18IOIbs. Uplift
c 'a::, 5'-4" 5'-2" 4'-O" 2,#3 non&
e.s a:ti;.,•,: 5'-10" 5'-8. 4'-6" 2,44 none y y y y y y y y y y y 01
Precast Lintel
Additional " i 6'-6" 6'-4" 5'-4" 2,44 none Aluminum Drip i" R-30 blown fiberglass Q
tt5 bars Edge l Fascia I/2" chic stucco on 3/8' hi -rib lath in bottom c rd of trusses
1'-6" 1'-O" 6'-2" 2,#5 none attached to horizontal and vertical wood
12" framing with nails or staples to provideV-1/2' dfywall w h smooth finish 111
BFiL-IBAT BFIL-IB/2T me ion then 1-3/4- penetration into
2,46 none 2" x 6" Sub-Fasci horizontal wood framing and 3/4" penetration I
NOTES: into vertical sood framing member. Two rows of eam block filled with concrete
I. min, coverage of steel=l.5„ and (1) #5 b ir Cont. in each row. Substitute
2. min. bearing required 9 ea. and=a" ALL reinforcing steel is grade 60. Kagean full o vent vinyl soffit metalled precast linter filled with concrete and 11) #5
3. standard for reinf. steel=ABTM ALI5 wing 1/8' the shank x 1.5' long ga1v. or Cont. For bottom row over openings
roaring nails with 3/8' die. head per
TYPICAL LINTEL SECTION product approval - see chart sheet #1 1/2" drygwall over i" x furringg
( PRECAST CONCRETE) 5/e thick light textured stri s at 16 o.c. with R4.1 PI-fod
12" x 12' concrete column stucco on typical concrete p "
block construction insulation on typ,cal 8 Block walls
LINTEL SCHEDULE
Mark
Window
Do
Urat
Width
Lintel
Brie
Cast -Crete
S cification
Rows of
"H' Block
Above
"
Bottom
steel
Size
Top
steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Land
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
T-6'
8F8-OBAT
1
#6
3049
1564
1024
L31
2'-V
3;_e.
1.
4'-0'
8F8-OBAT
1
#5
25M
13L3
113
L45
4'-5'
1 W-10"
8P8-OB/IT
I
1 #5
1105
909
339
L50
5'-O"
L'-0
BPS-OB/IT
1
#5
1238
836
121
1_60
L'-8"
T-0
SINS-013AT
1
45
1011
121
534
LBO
8'-O"
T-4"
8F8-IB/2T
1
#5
2
#5
152
591
512
L90
9'-0'
10'-L'
8F8-I15/2T
1
#5
2
#5
(43
530
401
L90B
9'-O'
10'-6"
BFIL-I5/2T
ONE
I
#5
2
#5
1533
1183
401
LI00
10'-0"
W-4"
8F8-IB/2T
1
#5
2
#5
582
494
452
LIOOB
10'-0"
ll'-4"
BFIL-IB/2T
ONE
1
#5
2
#5
13L6
102E
452
L120
12'-0'
13'-4"
SP8-IB/2T
1
#5
2
#5
411
428
324
L120B
12'-0'
13'-4"
BFIL-I15/2T
ONE
1
#5
2
#5
1015
110
324
1_I40
14'-0"
15'-4"
BPI6-I5/2T
ONE
I
#5
2
#5
1250
1 L09
259
LILO
IL'-O"
8F8-IB/2T
1
#5
2
85
$00
142
M4
LI60M
IL'-O"
IT-4"
BPI6-I13/2T
ONE
1
#5
2
# I
95O
Soo
144
- 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.
H
to
N
� X
L to
O m
�w as
UJ L
7
2s to di
ti
a 1O ti O
ngf sip
Nub
L �
r
O
U.I
2
/c
Q � =
Mo O
0 op
4
a
m
block filled with concrete All drywall a installed per FBC R102.3.1
d l2> #� b d Varies -sea plan -T and shell m t all ertaininASTM codes
OWNER,
IMIN11
IN
EEO
/ AP11A
11
WA
FAA 111 FAA
6 AN
IN, WON
iN
0
M
I
FA 502 MIL
-and FCk6fi Crimp Metal roofing FL #IILSI.12
� Ring
a
eta rTo
in oe attached to plgwood deck using #9 x 1.5"
-saIL-scralria was I;
r as laps Gnu sk or"
corrosion resistant tin caps and with 1.250 r1rig shan naaM
.
all laptardiatwo sta gored rows 12' o.c. im field- Attn
kri it
"
Miffffilw/
Mow
an are vert. tie
into lintels above
#5 bar vert. w/
m Mortar to
Type "M" onppyy proportionedlp�er FBC
R601.1 QH ETA 20
thicken edge to 8"x8"
30" overlap
andMortar
O-Rts ock I at alll wett areaasf axx.6showers,
tubs etc...)
with concrete and
one #5 bar continuous
BEYOND
at each felled cell
FIII cell with
(l) #5 bar
concrete and
rt. (typical).
ROOF FLAN
REVIEWED FOR
Rear Patio/Slab to
be flush with bottom of
Max. spacing
shall not exceed
f`A11tC nee.
v�PLIAiVCE
Top of Tooter
sliding door recess.
as
48" unless
see foundati
herwise noted
plan notes for
— OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET
ST. LUCIE C®IJI�TII
IL" below finished floor
spacing at
enings
- ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
R
Step per foundation plan
4" contra
4"x6" #10/10
e slab with fibermesh OR
wwM on L and Visqueen over
— TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
Slope per foundation plan "r
clean coin
cted termite treated fill
— ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E
-. ,:::.-:;;�: < ;.;_:.,,>..:''.:...:,'.:::.,..•
=ZW_
....; .' ,:..:.....:.:.....•..:....
—_
—_ —
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION
- II IIII=III=1
_,..:
IIII- IIII-IIIIIIII-IIII =
I'=
I=IIII IIII„
ALL TRUSS TO TRUSS CONNECTIONS BY
—,1�111�11=III
:;' ' IIIIIIIIIIIIIIII=IIII=11�1
IIII III
„
I„
TRUSS MANUFACTURER
I�l-
111 I
.III
ARCHITECT TOIGRI
-III„1—
I I
4
�1
TOCONSTR UPLIFT
FOR LAYOUT ANDVERICATION
"�11I
IIII-IIII-111T=11 T Ical
Section
cat Fi'
nt F orc 1
- CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO
PROVIDE
Sca
" _ I' - Oil
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
Braden
Braden AIA, PA
Wcmne Building Corp.
Date Drawn
Revisions
Sheet
Comm
Ar
itects — Planners
5-24-18
41
S.E. Coconut Avenue
THE STERLING
REAR
PORCH
Drawn by:
1,0-301
Te
Fa
: (112) 281-8258
: (lit) 281-8283
Spanish LaC s
RIGHT
C.C.U.
Checked by:
E—m
: bradenaiagcomcast.net
4.PI .4
Stuart Fl 34996 UAAC000032 St. Lon
UCIF oun g a D.R.B. OF 5
PANEL
"A"
Poles
BR
Load
Wire
Description
Dirt#
Dirt#
Description
Wire
Load
BR
Poles
2
40
"1.0 kw
#8
A/C camp
1
2
AHU
#10
3.5 kw
30
2
3
4
2
30
4.5 lie
#10
40 gal. water HTR
5
4
Range
#b
12.0 kw
50
2
'1
8
1
20
1.8 kw
#12
Pump
9
10
Dr er
#10
5fkw20
2
11
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1
I
1
20
1.5 kw
$12
Microwave
I5
It,
Refrigerator
#12
1.
1
1
20
1.5 kw
#12
Kitchen S.A.C.
1"l
Is
Recepts
#12
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
#12
-
20
1
1
20
1.2 kw
212
Clothes Washer
21
22
Recepts
#12
20
H111
20
0.111 kw
812
Garage Door Opener
23
24
Recepts
#12
20
1
20
1.4 kw
#12
25
21.
Recepts
#12
20
1
1
20
1.92 kw
#12
21
28
Recepts
#12
20
1
1
20
#12
General Lighting
29
30
Recepts
#12
20
1
1
20
#12
General Lighting
31
32
Recepts
#12
20
1
-
1
20
#12
General Lighting
33
34
Exterior GFCI
#12
20
1
-
1
20
3812
General Lighting
35
34
Bathroom GFI
#12
20
1
-
1
20
#12
Smoke Detectors
31
38
General Lighting
#12
20
1
1
20
#12
Bathroom GF1
39
40
General Lighting
#12
20
1
s are
q1
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting .(3, watts sq. Pt:)
Small, Appliance, Circult(a). . . . . .. . . ............. . . . . . . . . . . .
,Range ...... .................. .................. ...........
Refrigerator..................................................
Micr.........owave.....................................................
...
Dish Washer
Clothes. ,Washer . ... . . . ......................................
Clothes..Dryer.......................... ......................
Water Heater
.................................................................
Water. Pump ...................................................
Garage. Door .Opener ..... . . . ......... . ............ . .........
1135
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1,200
1,200
1
1500
1500
1
1,200
1,200
1200
1
1200
1
5,000
5.000
1
4 500
4 500
1
1,800
000
1
810
810
Total Watts
31,415
First 10000 Watts e100%
1
10,000
10,000
Remainder 21,415 940%
1
0
10,94L
Electric Heat or A/C 10,000 945%
1
10,000
10,000
Calculated Load
Watts
30'al"
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical 5 mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Eyeball Recessed
Pe
Push Button Switch
Exhaust Fan
=8
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
G-
Well Mounted Light
P F
Waterproofgroup fault circuit terrupter
PC
Light with Puil Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
rET1
Carbon Monoxide Detector
4�2
Flood Light
Thermostat
m
Electrical Panel
®
Central Vac
[E�S
Electrical Meter
®
Smoke Detector
Ceiling fan
©
Television Jack
OTelephone
Jack
nCoi'sc
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
El
I Intercom
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
Electric Notes:
I. Use copper wire onlyy, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
F. ALL bath and kitchen receptacles to be GFI protected.
6. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RMIL02
10. A/C Refrigerant lines that are run thru slabs must be
sleeved in PVC
11, ALL A/C Equipment shall complg with energg calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed system shall be fullg operative.
13. Contractor shall pay for all fees, permits, testing, and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shall be provided for protection
against the public liability and propertg damage for the
duration of the work.
16. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancg, or one
year from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of ang
other phase of installation that may have been damaged.
Opt. PATIO/SLAB
149 CFM
IOx1OxL
Covered Porch
M STE
B DRil
M
GkEAT
iy00M
144 CPm
IOxlOxL
12xl2xIO
Center
Reglste��rre
6�A
208 CPM on
coding 16n
I
a I
IOXIOxI �
� OxlOxl
141
1J
[J
12x1
O
1211
DINING
ROOM
H.B.
Vent _thru___ _ __ l8x4'x4
Soffit BAT+/
14L CFM
IOx6xL
SECOND
BEDROOM
12x12x8 j
B/A dJ
It
COVERED
PORCH
MECHANICAL LAYOUT
SCALE: 1/4" = 1'-0"
I-1. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary for the equipment to be placed in
proper working order.
18. All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
meet all standard requirements or the local electric utilitg
and telephone company.
19. The electrical system shall be completely and effectivelg
grounded as required bg the latest edition of the N.E.C.
20. All material shall be new and shall bear underwriters'
labels where applicable.
21. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the Job conditions.
22. Furnish and install all fixtures as called for on the plans
or as selected bg others.
23. All racewags and pipes placed in or through any concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from any other service.
24. All exposed wire below 9'-1" shall be installed in metal EMT
conduit.
25, Dryer Vents to be installed per FBC RM1502
CPM
L
O
Soffit
�MMA
162 CP
12xbx1
22' x 54'
Attic Access
L_igh
GARAGE
r-------------
I
150 Amp
Panel
I
I
I
I
I
I
eter
A/C disc.
#2/0 Aluminum feed AM
I'/s' Conduit� A
L
24 PVC ( FPL
JFPL5ar;,
2" rigid service
coppaf
Cont. Me ar m slab
ELECTRICAL
RiSER
- Contractor shall use AL-CU
Landing lugs_ NTS
- Contractor shall torque lugs I
W.
manufacturers recommendation
which
shall be verified prior to con
truction
Braden
it Braden AIA, PA
Ar
hitects - Planners
i S.E. Coconut Avenue
T
I : (1-72) 281-8258
F
: (112) 281-8283
E-m
il: bradenaia9comcast.net
H.B.
Exhaust Duct
Thru Soffit -
Wire Par
Front Post
Light
ELECTRICAL PLAN
U
X
Lu
p
a
�
-
m
e
iL
WL4nne Building Corp.
THE STERLING
Spanish Lakes
St. Lucie County Florida
Post Light with
I Photo cell
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
Install oulet
under disc.
t shown for
clarity
CODE COMP PAM
T,, LUClS' C
S-Occ
SCALE: 1/4" = 1'-0"
Attic Ventincl Calculations FBC 2309.1
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 1-4.I6 sq. ft. required
Provide A Continuous Vented Soffit
Date Drawn Revisions Sheet Comm #
5-24-18
REAR Drawn bg:
PORCH c.c.u.
RIGHT Checked bg-
ID. R. EB. OF 5
fans
w
in ,
,&=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
30' Span or less A 30' to 60' Span
0 degrees Spree er Bar
or less
4 1/2 _0 ag 4—Approx 2/3 to
Tag Line span opprox. uoe 1/2 of span
REFER TO BCSI REFER TO BCSI
Truss must be set this way if crane used. Truss must be set this way if crone used.
Tmss is an example, year trues may not match. This is an example, truss may not match.
Insist crone operator sets truss this way. Insist crane operator sets truss this way.
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. A&
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTDome
be as
schedule in engineeringe nsasSO
package.
Carried Truss
SEAT PLATES BY CHAMBERS
6
12
4.00
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=l/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCES FULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL.
A
ARRANGE WITH CRANE OPERATOR IN ADVANCE
OR A SPREADER
BAR OF 18'- 24' IN
LENGTH
A
Do not stand on trusses until they are braced per BCSI
& properly nailed to
straps & hangers
P - - - -- -
&PAGING MOTE
ALL TRUSSES ARE TC BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
AIIR 1-iAIVE=31I_ER NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT THE E SE 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.
All load be ing walls, headers,
beams & lin Is must be in place
at indicated eight before trusses
AL alinstalled. A
m
m
m
m
m
J2
J4
J6
J2
GRA
b
,
J4
J6
A
1
Al
1
A2
1
2.0 INT .00/ NT.
A3
1
I
A4
I
I
A5
1
A5
1
AS
1
A5
1
1
1 T-8"
'4
A5
A5
I
A5
ATA
All
ATA
ATA
ATA
INVERTED "V" WEBS AT CENTER
W/9' B.C. PANNEL. LOAD W/ (2)
50# POINT LOADS PER TRUSS FOR A/H/U
ATA
ATA
ATA
ATB
77777777-777-777/71
ATC
i�
'-
J6
J4
J2
BHA
BID
pp
�
I
I
I
I
I
I
I
I
I
J6
�
J4
J2
-- I
I I I I I
15'-10" 5'43' 4" 11'-6"
71
GARAGE LEFT
III DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
- DETAIL
CORNER
OVERHANGS NOT SHOWN FOR ctluunry
FABRICATION AGREEMENT
TRUSSES CANNOT ft STARTED UNTIL THIS AGREEMEN
The legal description of the property where the WT IS SIGNED a RETURNED
caea will be Installed Is:
The undewlgnad ecknowledgee and agrees;
1': Truseee will be made In st ld aaonlance whit this Wse placement diagram layout,
whlch'la the Bole authority for detarining.suecesafol fabrication of the Wawa.
. 2.AIl dlmenslons In this layout have been verified by the undersigned. .3. Unles's L"ou, n.. Is provided by cer;h of mall to Chambers Truce within tan (tp)
deye a( delhrery the undarelgned agrees that no backohargas will be allowed,.ln the event
each wrfhan notice la fumishatl Chambers Truce shell have three (3) bu ese days in which
to be I n re efts re ul g P tad or 4 ro au boa e chit ecW Nf sae ee t Chant 4. be �1n
The underel re o �tl� ned a n.
p dmowl P adpec redelpt of `SCSI b1Cl summary wheel by TPI t W leCA.
fo
S. DsOvery 4 to Job site. n Is the buyer's'rosponslbtlhy to make the Job sae aultebla for
dellvery, Chambers Tnrss hew the sole authority to deterina the
suheblllry of the Jab alto o'r a
poitlon of the Job she for delivery, Chambers Truss will be responsible for dump dellvery only.
The buyer Is m risible for addltional dellve-, expanses h Chambers Truss has to redeliver
because Job she Is not Preparod for dellvery or buyer Is not prepared for dellvery of redeliver
Buyer G responsible to Chambers Truss for towinlj coats due to site conditions.
S. Price es shown 11 Paragreph 7 below Is suble costs
to change it ero dh ions. are, made In
title layout. A $hp per hour fee for revisions maybe charged by Chambers l7ysa. ' .. r menhis fa a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no
agreement a reasonable price. Invoice will be made on delvery and paid within terms o/net
'on delivery. Invoice may. be made at achaduled data of' delivery If buyer cannot accepl
delivery of fabricated Wsses. The undersigned agrees to Pay Chambers Truss me
attorneys fee for collectfo 1
h
no n event of sonable -
charge will be added for all Bums not Paidwithinpayment not made• 1.12 % per month servJce '
S. Signature or Initials anywhere on this sheet conatlMes agreement to ell tare herein. I 9.1n consideration of Chambers Truss extending credit for this material the undarelgned
ChambuncondltioneUy guarantees payment when due of any and all Indebtedness owetl to
22' 14 'Chdmbera Twos by any entity receiving material and the undemigne, agrees to pay such
Indebtedness Including attorneys fees, fl default In payment for material be made by the
I recipient. .
1 I I 10. In the event of any litigation concerning this agreement, rho Items furnished hereunder
mm ap m or payments relented to herein, the, parties agree that the sole venue for any such actlon will
q Q Q Q Qm Qm mQ Q m N be Saint 60o1a County, FbOda.
11. Design responsiblates are per "National Standard And Rahommended Guidelines On
Rai ponslblll1f For ConsWplon Using Metal Plate Connected Wood Trusses
ANSI?PIM?CA4-2002"
J2 J2 DATED
SIGNED
J4 J4 FOR TITLE
Aslxeader bermay ba reytLlled Per"SCSI 1-03"io 71n
fil .J6 J6 MUtple Plytrusses must be fastened togetheeeringseffallure to do so can rebulGllapse.���GRA Te and rowed permanent bracing are requiredave lifep p rty and Is the rtisonslbllltftor.Study the contents of the Information packet Indellvery
A before setting trusses.
Theses mustbesetand brarsd perdesl8n bO prsverrtlnllay& damage.
Trusses must be set plumb and square
1 Al Do not at bunks or stack of 1
tither cotitdentreted loads on tr Uases,lthin Pen causareollapae.
2.0 INT 00/ NIT. I A2 DO NOT SET TRUSSES USING THIS LAYOUT
I USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES
A31 CHAMBERS TRUSS INC
1
1
A4
I
A5 -�
3105 Oleander Avenue
A51 Fort Plerce; Florida 34982.6423
1 800-551-5932
Fort Pierce 772465-2o12 Fax 771465-8711
Vero Beach 772-b88:2012 Stuart > 772.486r3302 '
�r r+r! , r•Ywugr-D;S�UMF if �lA it
1 "double Check" of the contractor. '
A5 The Contractor shall remain responsible
for checking field measurements and
13'-8" other construction criteria. Architect's
1 A5 approval covers general roof shape,
review of truss strapping, and 1 ding on
I
structure from gravity and u t ads and
1 A5 their respec v io s.
Approved Bv:
Date:
AS Braden & I den A. .
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
ATA County SAINT LUCIE
Building Department ST LUCIE COUNTY
ATA Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
ATA Loading in PSF Roof R.D.L.
INVERTED "V" WEBS AT CENTER Top Chord Live 20
W/9' B.C. PANNEL. LOAD W/ (2) R ' '= Top Chord Dead 7 4.2
50# POINT LOADS PER TRUSS FOR A/H/U ATA y
w o Bottom Chord Live 10 Non -Concurrent
y ° I Bottom Chord Dead
ATA 10 3
TOTAL Load 37 7.2
Duration Factor 1.25
w a,
nrn 1 d = ; Wind Speed 165mph
i ;, Top Chord C.B. Sheeting by builder.
ATA w " Bottom Chord C.B. Sheeting by builder.
T rn Highest Mean Height 12'-0"
• t�ri
Building Type ENCLOSED
ATB Building Category II:Non RestTO-VAEWED FOR
ffT Exposure Category C :0 DE COMPLIANCE
ATC Barrier Island No ., tl.�CIE COUNTY
Conforms to FBC 2017
R.D.L.=Restrainin Dead Load C.B.=Continuous Braci c
FAO l �, �e BHA Verify DESIGN CRITERIA shown above with the
— building department and your engineer.
J
o Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
J4 I 00 J
Chambers Truss Inc. Drawing Name: M11412
Scale: 1 /4 = 1'
J2 I J 2 73 total trusses, 18 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:
m m dr m m m m m m a -- '^ Date: 11/14/16 Revised: 10/23/18
I FOR
11'-6" s� '-a" ,� 15'-10" a WYNNE DEVELOPMENT CORP.
2 STERLING
GARAGE RIGHT
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412
12- Co r-r-t