HomeMy WebLinkAboutFLOOR PLANGENERAL NOTES
I. CONSTRUCTION 5J4LL fOLLO\V 'FLORIDA MILDING CODE'
45 ADOPTED P Y T41E COUNTY AND AS APPLICABLE TO
T4.lE AREA IN \V4JIC4J T4X- DUILDING' 15 To 13E CONSTRUCTED
\VITU ALL 4PPLCA6LL AMENDMENTS.
2. T4UE CONTRACTOR, 51-I6CONTIZACTOR, SUPPLER ETC.
51441-1- VERIFY ALL DIMEN51ON, CONDITIONS AT JOb5I7,
PLANS, -)P1-CIfIc4TION5. ETC.
5. ALL \VRITTEN DIMEN51ON5 ON TJLlESE DRA\VIN(; TAKE
PRECEDENCE OVER SCALED DIMENSIONS.
4. 5TRUcTUR4L FEATURES NOT DETAILED ON T4-ESE PLANS
WILL E5E 4DDRE55ED 6Y T4�E 412-C4lITECT AS CONSTRUCTION
PROGRESSES.
STRUCTURAL NOTES
1. DE514N LOADS IN ACCORDANCE \VITJ fE5C R C4 41`- 5
2. SOIL P5EARING CAPACITY 2500 P5F (ASSUMED)
5. ALL LUMBER IN CONTACT U/IT4l CONCRETE OR
MASONRY 54IALL E51- PRE551JRE TREATED.
4. ALL STANDARD LUMP5ER SJlALL E51- SPf # 5. 4 # 5 Of STLV
GRADE \V/ A MIN. fe, = 12-00 P51 OR 6ETTQZ
9. SPLITTING' OR CR4CVJN4 Of STRUCTURAL COMPONENTS DUE
To INSTALLATION Of 4lARDWARE I5 NOT PERMITTED.
5. UNLE55 OTHER\VISE NOTED, TJ.lE INSTALLATION Of SPECIfIED
4l4RD\VARE 5J-IALL CONFORM TO TflL M4NUFAcTURER5
INSTRUCTIONS AND STANDARD PRACTICE.
6. UNLESS OT4-IERU/15E NOTED FOR EXTERIOR AVALL5.
EXTERIOR PLY\VOOD 5J1EATJaING' 15 To 6E NAILED \VIT4l
100 OR E5ETTE12- NAILS 6" O.C. EDGES AND 8' O.C. FIELD.
J
DESIGN PARAMETERS AND ASSUMPTIONS USED:
CODE: FBC--R 2014
TYPE OF CONSTRUCTION: CBS FRAME * METAL
BUILDING DESIGNED: ENCLOSED * OPEN PARTIALLY ENCLOSED
WIND SPEED (3 SECOND GUST): 150mph III 165mph
WIND EXPOSURE: G ADJUSTMENT FACTOR FOR EXPOSURE 4 HEIGHT: 1.29
INTERNAL PRESSURE COEFFICIENT 18 IMPORTANCE FACTOR: 1.0
BUILDING CLASSIFICATION: FBC TABLE 1604.5 H
MEAN ROOF HIGHT 12 -011 ft
OVERHANG
1211
ROOF PITCH 3 /12
COMPONENTS 4 CLADDING WIND PRESSURES ON ROOF ZONE 1 ,2E.v-s2.e 2.rvb,.s 3.w.si-14s.1 PSF I
COMPONENTS 4 CLADDING WIND PRESSURES ON WALL ZONE 4 -2/42b 52Lv--.l PSF
COMPONENTS 4 CLADDING WIND PRESSURES ON GARAGE DOOR s3s b9: pgp
ROOF LOADS: LIVE 30 / DEAD (SHINGLE) 15 (TILE) (METAL)
FRAMED FLOOR LIVE LOAD 40 par DEAD LOAD 15 par
SHEAR WALLS CONSIDERED FOR STRUCTURE: YES * NO
CONTINUOUS LOAD PATH PROVIDED: YES * NO
COMPONENT AND CLADDING DETAILS PROVIDED: YES * NO
MINIMUM SOIL BEARING PRESSURE: 2500 PSF
SHUTTERS: YES NO
IMPACT RESISTANCE ASSEMBLY: YES * NO
SUBJECT TO DAMAGE - WEATHERING: NEGLIGIBLE TERMITE: VERY HEAVY
FLAME SPREAD CLASSIFICATION - WALL 4 CLG: 5200 FOAM PLASTICS:.115
SMOKE DEVELOPED CLASSIFICATION - WALL 4 CLG: 5450 FOAM PLASTICS: S450
Cl Fn� �� •+>?��
EXISTING' MANUIFACTI-2ED
1JOnF- 8 FLOOQ 5Y5TEM
2X4 PT —/ \ � M6TA12 ® EACU .STUD
NAILED TO STUD & EXIST. RIM
TOP PLATE JOIST A// ALL 1101-E5 FILLED
\VITU IOp NALS
2X4 PT SLL PLATE
4TTACUED TO EXIST.
CONCrzETE 5L45 \V/
Ya PIA X 5" TAPCON5
0 12- O.C. MAX
EXISTNG CONC. 5LA5
TYf=, SECTION
SCALE I' = 1-0'
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
SCOPE OF WORK
I. REMOVE EXISTING VINYL SKIRTING AND REPLACE
WITH NEW 2X4 PT FRAME WALL SKIRTING
2, REMOVE VINYL SIDING ON EXISTING MANUFACTURED
HOME AND REPLACE WITH HARDIE SIDING
3. REMOVE WINOOW5 ON EXISTING MANUFACTURED
HOME AND REPLACE WITH NEW WINDOWS.
4, NO ALTERATIONS TO EXISITNG ELECTRICAL, PLUMBING
OR MECHANICAL SYSTEMS,
UA2DE SDNG OVER
TYVEK N2AP ON 5/8'
PT PLY\VOOD-5I-L4TUING
PT 5TUD5 0 16 O.C.
5Mp5oN 5R 0 EACU STUD
\V/ ALL 1101-E5 FLLED \V/
DID NAILS
(HESE.PLAI `A.-:
ARE SL,D,iEv x/.
ImA\bCNr v d2',Y 1N ORDER TO
COMPLY WITH ALL AetPIICAULE COO€r.
6 fig" �m m r .. —
`2,l.,!Lojll CODE,
PRODUCT AFFROVAL 4 ATTACHMENTS
PRODUCT
MODEL •
MANUFACT.
GLASS
PRODUCT DESIGN
FLORIDA PRODUCT
DESCRIPT
ATTACHMENT METHOD
PRESSURE
APPROVAL NUM5ER
SH500 IMPACT
PGT
IMPACT
4" TAP ON TW MIN. EMBED. v ' WOM DORNE
a60.0/-10 PSF
FLI435-R16
WINDOW
RE015TANT
2 D' O.C, HEAD 2 slu • b" O.C., 4 D" O.C. • JAMBS
HR2110 IMPACT
PGT
IMPACT
W TAPCON 14- MIN. EMBED. W gZOM wRNE
�/- 65.0 PSF
FL1644-RI4
WINDOW
RESISTANT
4 B" O.c., HEaD <slu s e' O.c., B" O.c. •panes
SIDING
HARDIE
JAMES
N/q
IN' LONG, O.srs° HEAD DIA., O.O ` SHANK DIA. NAIL
g2,0 PSF
PLANK
Hq I
• e11 O.C. 1ERt. I6" O.C, HORIz Max.
FLI31g2-R3
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO L NICE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
gf-&
24' x4a"
VI=NTED
ACCESS
24' x4a'
VENTED
ACCE55
cmiuI
ev
FLOOR PLAN StUdScnrft
SCALE V4' = f-O'
NTU
EAC-0 VEILED ACCESS L146
500 w N of OPEN A2E4
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I REVISIONS '
PLAN REVIEW: 10/05/15
DRAWN: RFM
DATE:
08/24/15
CHECKED:
RF
JOB#:
15015
SHEET
1