HomeMy WebLinkAboutplans for revision 5DITION OF THE
20.
ENERGY CODE CALCULATIONS WITH MANUAL "1" FORM
T. LUCIE COUNTY
SHALL BE REQUIRED PRIOR TO PERMITTING.
ENDMENTS, AS
21.
ALL WINDOWS AND DOORS SHALL BE CAULKED AND
WEATHER-STRIPPED. WINDOW UNITS SHALL DISPLAY
COMPLY WITH
LABELS SHOWING COMPLIANCE WITH THE FLORIDA
UIREMENTS OF
STATE ENERGY CODE.
CONTRACTOR
22.
TRUSS MANUFACTURER SHALL SUBMIT FOUR (4)
IE GOVERNING
COPIES OF SHOP DRAWINGS AND ENGINEERING
ACCORDANCE
CALCULATIONS SIGNED AND SEALED BY A FLORIDA
CH MAY NOT BE
REGISTERED ENGINEER, OF THEIR ROOF TRUSS
JS AND NOTES.
DESIGN FOR APPROVAL INCLUDING TWO (2) COPIES
; WHICH THEY
FOR ARCHITECTS REVIEW PRIOR TO FABRICATION.
THAN ITEMS
23.
ARCHITECT ACCEPTS NO RESPONSIBILITY FOR
PRIOR NOTICE
STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL
WHICH WHEN
REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND
THE BUILDING
SEALED BY A FLORIDA REGISTERED ENGINEER.
MING OFFICIAL.
24.
ALL INTERIOR LOAD BEARING PARTITIONS TO BE
DATE BRACING
CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH
RAL MEMBERS
STUD, AS PER CODE.
25.
MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE:
IROVIDE SHOP
SLABS ON VAPOR BARRIER - 3/4"
o OWNER FOR
BEAMS AND COLUMNS - 1-1/2"
;UPPLIER/MFR.
FORMED CONCRETE BELOW GRADE - 2"
FICATIONS ON
UNFORMED CONCRETE BELOW GRADE - 3"
26.
REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-92b.
IRY, CONCRETE,
27
DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN
III PROVIDE
ACCORDANCE WITH "THE MANUAL OF STANDARD
BRIER BETWEEN
PRACTICE FOR REINFORCED CONCRETE
DUS MATERIALS
CONSTRUCTION" AS PUBLISHED BY THE CONCRETE
(CABLE CODE.
REINFORCING STEEL INSTITUTE U.N.O.
' DRAWINGS TO
28.
DOWEL COLUMN AND WALL REINFORCING TO FOOTING
AL.
WITH SAME SIZE AND NUMBER OF DOWELS AS
RE FABRICATION
VERTICAL BARS ABOVE.
29.
VERTICAL CELLS FOR MASONRY TO BE GROUTED
SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO
:OMF'LETED IN
MAINTAIN A CLEAR, UNCONSTRUCTED CONT. CELL.
ES, ORDINANCES,
'HER INDICATED
30.
CLEANOUT OPENINGS SHALL BE PROVIDEDAT THE
:ONTRACTORS,
BOTTOM OF GROUTED CELLS AT EACH LIFT OVER
0 BE PROPERLY
HIGH.ER
BY LAW BEFORE
CLEANING AND INSPECTION, AND BEFORE ROUTING.
G
"HE PROJECT.
31.
REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA.
JD GRILLS TO BE
MIN. WHERE SPLICED AND SHALL BE WIRED
TOGETHER. PROVIDE CORNER BARS SAME SIZE AND
NUMBER AS HORIZ. BEAM REINFORCINGAT EACH
T ALL LOCATIONS
FACE LAB 30 BAR DIA. MIN.
'.SIMILAR MATERIAL
32.
STRUCTURAL WOOD AND TIMBER FRAMING SHALL
L CLEANING OF
CONFORM TO THE "TIMBER CONSTRUCTION MANUAL"
TUBES, ETC. SO
AS PUBLISHED BY THE AMERICAN INSTITUTE OF
CUp/ANCY.
TIMBER CONSTRUCTION.
�MINEAL. VERIFY
33.
HEADERS FOR FRAMED OPENINGS GREATER THAN
NSICDNS IN FIELD
6'-0" MUST BE ENGINEERED AND STAMPED BY THE
TRUSS MANUFACTURER. (UNLESS NOTED OTHRWISE)
GS.
WARRANTIES,
34.
DIMENSION LUMBER FOR HEADERS AND COLUMNS
L
;UICUES, ETC. IN A
SHALL BE SOUTHERN PINE. NO. 2 OR BETTER.
ESENTED TO THE
3S.
EGRESS WINDOWS SHALL BE OPERABLE FROM THE
NSTRUCTION.
INSIDE WITHOUT THE USE OF TOOLS.EGRESS
ALL THE WORK
WINDOWS SHALL PROVIDE A CLEAR OPENIN3 OF NOT
LESS THAN 20" IN WIDTH AND 24" IN HEIGHT AND
5.0 SQ. FT. IN AREA MIN. THE BOTTON OF THE
ENGIONS AND
OPENING SHALL NOT BE MORE THAN 44" ABOVE THE
STARTING ANY
FLOOR. LATCH AT 54" A.F.F. MAX.
T IN WRITING
36.
ALL GYPSUM BOARD MATERIALS SHALL BE IN ACIORDANCE
LL ACCEPT FULL
WITH 2O14 FBC RESIDENTIAL R702.3. GYPSUM BOARD USED
OR OMISSIONS.
AT HANGAR 1 HR. FIRE BARRIER WALL SHALL BE 58" TYPE'X'
L DIMENSIONS
BOTH SIDES OF WALL W/ STUDS AT 16" O.C., °EE PLANS Q
1
'ION •
AND WALL SECTIONS FOR DETAILS.
SUPPLIERS ETC.
37.
AL BATH OM FL ORS D BASES SHALL CONSIST
SPECIFICATIONS,
OF APPROVED IMPERVIOUS MATERIALS.
CONDITIONS ETC.
SIGNER OF ANY
)N OF ANY WORK.
THESE PLANS SHALL
FIONS AND SPECS.
SI�OP DRAWINGS
,IT.
WINDOW/GLASS NOTES:
1. ALL WINDOWS & DOORS SHALL BE IMPACT -RATED.
2. ALL WINDOWS ABOVE 1st FLOOR SHALL HAVE OPENING-LIMITIC DEVICES.
3. ALL INTERIOR GLASS SHOWER DOORS & ENCLOSURES TO BE SAETY GLASS.
BREAKAWAY WALL NOTES:
1. NO PIPING, CONDUITS, WIRING, FIXTURES, OR DEVICES SHALBE RUN IN,
THRU, ACROSS, IN FRONT OF, OR BE MOUNTED ON BREAKAWY WALLS.
2. REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR LCATIONS.
3. REFER TO FEMA TECHNICAL BULLETIN *9, FOR FURTHE DETAILS.
:RITERIA Vv�
A
4-STORY ELEVATOR:
CONFIRM SHAFT SIZE &
REQ'S. W/ MFR. PROVIDE
ALLOWANCE & SUBMITTALS
FOR APPROVAL. o
A
STAIR, HANDRAIL, & GUARD PACKAGE BY
OTHERS, SEE SHOP DRAWINGS FOR DETAILS.
DESIGNS SHALL MEET ALL APPLICABLE CODES
PER 2014 FBC, INCLUDING FBC-R R311.7 & R312.1
GUARDS SHALL BE PROVIDED AT A MIN. 36" H.
W/ A REQ'D. GRASPABLE (DEF, R311.7.8.3)
HANDRAIL AT A HEIGHT BETWEEN 34" & 38".
PER 2014 FBC 1607.8.1.1 HANDRAILS & GUARDS SHALL
RESIST A CONCENTRATED LOAU OF 200 POUNDS.
PROVIDE 5" DOOR RETURNS WHERE
POSSIBLE TYP., 4" MIN. REQUIRED.
FIRE PROTECTION NOTE:
THIS RESIDENCE SHALL BE PROTECTED WITH A
COMPLETE FUNCTIONING FIRE SPRINKLER SYSTEM
COMPLYING WITH REQUIREMENTS OF NFPA 13-R
AND ST. LUCIE COUNTY FIRE DEPT. REQUIREMENTS
PROVIDE SHOP DRAWINGS FOR REVIEW.
SEPARATE FIRE DEPARTMENT PERMIT REQUIRED.
SQUARE FOOTAGE BREAKDOWN
1st FLOOR:
CONDITIONED LIVING AREA:
0 S.F.
CONDITIONED STORAGE AREA:
840 S.F.
GARAGE:
540 S.F.
FRONT PORCH
50 S.F.
REAR PORCH:
205 S.F.
SUB -TOTAL
1,635 S.F.
2nd FLOOR:
CONDITIONED LIVING AREA:
1,400 S.F.
REAR PORCH:
190 S.F.
SUB -TOTAL
1,590 S.F.
3rd FLOOR:
CONDITIONED LIVING AREA:
1,514 S.F.
REAR PORCH:
76 S.F.
SUB -TOTAL
1,590 S.F.
4th FLOOR:
CONDITIONED LIVING AREA:
728 S.F.
FRONT BALCONY:
237 S.F.
REAR BALCONY:
357 S.F.
SUB -TOTAL
1,322 S.F.
TOTALS:
COND. LIVING AREA: 3,642 S.F.
59.3 %
COND. STORAGE AREA: 840 S.F.
13.7 %
GARAGE: 540 S.F.
8.8%
PORCHES: 521 S.F.
8.5°%
BALCONIES: 594 S.F.
9.7°%
TOTAL CONDITIONED AREA:
4,418 S.F.
TOTAL GROSS AREA:
6,137 S.F.
c
-4" 6-0"
42" H. GUARD RAILING W/ GLASS GLAZING.
SEE SHOP DRAWINGS FOR EXACT DETAILS.
GUARD RAILS & GLAZING SHALL MEET ALL
APPLICABLE CODES PER 2014 FBC. INCLUDING
2014 FBC-R R308.1, R308.3, R308.3.1, R308.4, R308.4.4,
Q R312.1, AND 2014 FBC-B CHAPTER 24, 2406, & 2407.
PER 2014 FBC 1607.8.1.1 HANDRAILS & GUARDS SHALL
RESIST A CONCENTRATED LOAD OF 200 POUNDS.
27'-10"
10'-6" V-4" _ 6'-0" 1'-4" 1'-4 6'-0"
REAR PORCH
II,I � I � ♦, n I � I,II
o
v
o HALL
STORAGE
109
32" W. H/C ACCESS
�pC70R W/CLOSER.
_ BREAKAWAY WALL
N v I
I t 1-HR RATED WALL
c
1 -HOUR FIRE BARRIER
CLOSET 0 4 5/8" GYP. BD. TYPE 'X'
ELEV. q BOTH SIDES.
105
� 3
8" 2" T-8" 4" 3 " 4-1 5'-21, 18" 12'-6"
b V FIRE RISER, SUBMIT
- FIRE SPRINKLER DRAWINGS
N
0
N
i
STAIR
1Q3 --�
CABANA
BATH _
0 107 m
32"W. H/C
ACCESS.
FOR COMPLETE DETAILS.
O
ELEVATOR EQUIPMENT
6.72
MOUNT ABOVE FLOOD
HALL
20-MN. RATED DOOR
ELEV. = 7.0.
1
_
104
(2) CONC. STEPS W/
RISER; AT 6" EACH.
I
3 1/2' (R-11) BATT.
INSU. FULL HT.
3 o
WHEIE SHOWN.
I; p
ll �
Il
Il
ll �
x
0
v III FOYER
u
12'
I APORCH
0v
I� I
L_- - - - - J
1'-4" 6'4' 1'-4" -
8'-8"
GARAGE
�01
1-HOJR FIRE BARRIER
5/8" 4YP. BD. TYPE'X'
18'-4
QWALL FLOOD VENTS,-
TYP. OF (2) THIS WALL.
Q SEE NOTES THIS SHEET
GA2AGE DOOR RECI D. TO
INCLUDE FLOOD VENT OPTION.
LINE OF ENTRY PORCH
ROOF OVERHANG.
FIRST FLOOR PLAN
SCALE: 7/4" = 7'-0"
0
N
04
V-4"
v2X8 P.T. WD STUD WALL -
FRAMED OP N NG HEADER
SEE DETAIL SHEET A-6.
0
c
NO
v
r`
EN
'-8"
3
RE
G
A
STAIR, HANDRAIL,
OTHERS SEE SHOP C
DESIGNS SHALL MEE
PER 2014 FBC, INCLL
GUARDS SHALL BE P
W/ A REQ'D. GRASF
HANDRAIL AT A HE
PER 2011 FBC 1607.E
RESIST ACONCENTF
l CONFIRM NICHE
)< DETAIL$ W/ G1W7ER.
18, ELEV.
4'-0" 4" 5'-2"
HALL
(005
II
I i PA
I �
I
L__
E16
3 1/2" (R-11) BATT. 14
O INSUL. FULL HT,
WHERE SHOWN. j
32' W. H/C
LACCESS.
POWDER
t ROOM IS
{
4" T-6" 5
0
I
I
3'-1" 2'-6" 2'-3" 6'-
T-1
SECOND FI
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