HomeMy WebLinkAboutFLOOR PLAN1
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'ST. LUCIE COUNTY
24' REVIEWED ElRea
REVIEWED-BY-
3 18' DATE —QF
— — — — — —PLANS AND PERMIT
— — — — — — — — SITE-ORT1CiIIQSPR
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19'
21'-2"
PROJECT DATA: 10105 Muller Road, Ft. Pierce, FL
OWNER: HERNANDEZ
STRUCTURAL ENGINEER: JOHN CRESWELL, P.E.
CIVIL ENGINEER: WA
MECHANICAL ENGINEER: N/A
BUILDING DESIGN: ENCLOSED
ULTIMATE WIND SPEED: 160 MPH
EXPOSURE: C
INTERNAL PRESSURE COEFFICIENT: a/-0.18
IMPORTANCE FACTOR: 1.0
MEAN ROOF HEIGHT: 1S'. 0"
ROOF PITCH: 6112
FLOOD ZONE: X
AIR CONDITIONED SPACE: WA
DESIGN CODE: FBC 2014 (51h EtllOon)
24'
2'-1
DESIGN CODE: FBC
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F33.6 psf
STUCCO 3b.4 psf
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NORTH
SOUTH
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LALE: 714°• 1
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DESIGN CODE: FBC 20,W (6th
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TYPICAL WALL SECTION
N.T.S.
STORAGE TRU55 DE51GN
a D D op D p D s p a vp
D � TRACK BRACKETS:
p °
' p 6I78" z 1-SW lag
screws®ea. lamb
0 D bmcket v D
D
J 2X6P.T.DOOR HEIGHT SET
/ 12"
INTO O OPENING
ZX6" BUCKS: Ire X 8" TYP. REDHEAD EXP. BOLTS WIMIN. 2"
DIA. X IIS" THK WASHERS - SPACE IV FROM TOP 8 BOTTOM
-THEN 2A" O.c
DETAIL @ GARAGE DOOR(S)
N.T.S.
2" X B• P.T. BUCK (If necessary to size opening correctly)
SPACE 6' FROM TOP 6 BOTTOM -THEN STAGGER EXTERIOR DOORS) PER MFG. SPECS
12' O.C. wId' x 1/4' TAPCON SCREWS
p< D pv D op DD DD a
2 X 6 P.T. WOOD BUCK APPUEDTO EXTERIOR GONG. FILLED MASONRY
CELL W/1/4' TAPCONS (SEE DOOR PRODUCT APPROVAL SCHEDULE) -
APPLY CAULK TO OUTSIDE PERIMETER OF BUCK
DETAIL @ EXTERIOR DOOR(S)
N.T.S.
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SIMPSON "SET' EPDXYADHESIVE
Code listed under the IBC/IRC for URM per ICC-ES ESR-1772
Meets or exceeds the requirements of ASTM 0881 specification
for Type I and IV, Grade 3, Class C
Cure times —24 hours at 657 (18* C), 72 hours at 40T (4° C)
Easy hole -cleaning procedure — no power -brushing required
Suitable for use in damp or wet anchor sites
El
24'
12'
I
12'
-------LS---------EI
18"H X 16"W FOOTERS
WITH 2 - #5 BARS CONT.
(EXISTING)
2500 P51 MIN GONG WITH FIBER
(EXISTING SLAB - SEE NOTES)
ALL DOWELS DRILLED AND SET WITH EPDXY
MIN. 8" EMBEDMENT - MIN. HEIGHT 36" A.F.F.
(BEE SIMPSON EPDXY SPEC)
❑I
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* 3' iale 9'
1'-411
HERNANDEZ RESIDENCE
10105 Muller Rd
Ft. Pierce, FL
QI AP P1ZRffAIT4f CI r 1711_nAlAi
LINTEL SCHEDULE all lintelsmn. 4• bead
ID
Lenoth
GIsvl o
uplift load
actual load
L-2
4'-0"
17809
8627
no load exceeds capacity
BF24184T
L3R
4'-6'
11809
5681
no load exceeds capacity
8F241&1T
L-0
10'-6"
2636
2544
no load exceeds capacity
SF247&7T
L-5
21'-4'
7609
1046
no load exceeds cap aci
BF241&1T
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DATE: 05106)11
SHEET
5-1
DESIGN CODE: FBCA17 (6th
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SHEATHING SHALL BE FASTENED TO ROOF FRAMING WBd GALV. RING SHANK NAILS
AT4" O.C. AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS:
USE 8d GALV RING SHANK NAILS AT 4" O.C. IN ZONES 2 AND 3
ROOF SYSTEM DETAIL
NOT TO SCALE
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TRUSS CONNECTOR
SCHEDULE
TRUSS
CONNECTOR
CONNECTOR.
CONNECTOR
I WOODFASTENERS
I CONClWOODFASTENERS
DESCRIPTION
BRG POINT
I RAFTER ID.
I UPLIFT
MFG
TO USE
UPLIFT
I PER STRAP
PER STRAP
TRUSS TO MASONRY
an
all
1810#orunder
SIMPSON
HETA20
18100
9 10dx 1.6"
embedded
TRUSS TO MASONRYan
mlSsed strap)
as r uired
SIMPSON
MTSM16
876#
10d x 1.6"
4 1/4" x 2 l/4° Tlten 2
TRUSS TO MASONRY
ALL
TO]
1867#
SIMPSON
2 HETA20
26M#
9 locix 1.6'"
embedded
Product
Opening Design
Product Rated
Manufacturer
Model Number
Product Approval
Glass
Method of Attachment
Pressures
Design Pressure
Number
Type
Windows
+33.6 .36A
+70.0 .70.0
Custom Windows
8100-SH
FL.16177.1
impact
3/16"x 2 3/4" top cone
Swing Type Doors
+31.7 .42.1
+75.0 .75.0
Plastpro
outswing
FL 15210.4
impart
1/4" x 3 3/4" tapeons
fiberglass
+28.0 -31.0
+34.4 .38.3
Wayne Dalton
8000/8100
FL 8248.9
5116" x 1518" lags
Gamge Docrs
+29.4 •32.8
Roofing Metal
N/A
142.3 psf field
I Dynamic Metal
5V Crimp 26 ga.
FL 24221.9
#1011S" WoodZAC HWH fasteners w/bond washers
2435 psf corners
I16"OC
field / 8"
OC corners
rows 6" OC in the field /
/ 2
DESIGN CODE: FBC 2017 ( th Edi 01
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uunw.aruuamamaaTaOamxnmxwaeonn,
IMPORTANT
wovivuremnc
�aO'u'®0a�r
Approved And
TNatUrned
dam Fa
Fabrication WIO
Rh.
Tamum va'e am aonmawwuwmae
For our Pr
Cahalan Check Ail
Begln,Fons
vrr
An
Dimenal0na And COntlitlona PHPr To
APPmval Or Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TOLL: 20 PSF
TCLL: d0 PSF
BEEN ACCEPTED.
TOOL' 7 PSF
TCDL' 10 PSF
BCDL' 10 PSF
SCOU 5 PSF
ByDatO
TOTAL' 27 PSF
TOTAL: 55 PSF
DURATION: 115
DURATION: 1.00
CAUTION!! I
ENT BRACINO MUST BE
PRIOR TO LCMU NG
0. SHEATHwG,
PER TO FINAL ENGMUstNG
EFTS FOR THE FOLLOWNO.
NUMBER.OF_GIRDER.FLIES. AND
SING SCHEDULE.
BEARING BLOCK REQNREMENTS.
SCAB DETALLS OF REQUIRED)
UPLIFT AND OR MTV REACRONS.
WARNING
Beckchar0ea MR NW Be Accepted
Re flcall sa oT Fauh Without PHm
NatlHcatlan Cuatemer Wl aB
Hour Mel
tl InveatlBaOon By By
PN
NO F]fECP1ICF7H
ON3.
ROOFPRCH: N12
CEIING PRCH: 0
TOP CHORD BQE: 2 X a
BOTTOM CHORD SIZE: 2 X
OVERNANO LENGTH: W
ENDCUT: SRPem
CANRLEVER WA
TRUSS SPACING: W
BUILDING WOE: FBC201T
BEARING HEIGHT SCHEDULE
PLANDAM- B4}18
R MONS:
i1
2
a
s
Mrs. First Source
1602 Industrial Park
Plant City, Fl- 33666
Ph. (813) 769-6922
Fax (813) 762-1632
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IMDRAWINGSBY
JOHN ERIKSEN1606
50 KANNER HWY
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HERNANDEZ GARAGE JOHN H. GREBW
5ITE PLAN 10105 MULLER RD. PEN42)215 OA
FT. FIERGE, FL 34945 llF:1ohn@gdcfiorldz