12-250-0102007 Fla. Building Code Compliance if 2009 SUPPLEMENT
Mr. and Mrs. Van Hemert Residence Addition
DESIGN CRrrERIA-. ENCLOSED BUILDING - COEFFICIENT o.ia
DEW CZMW- PAZ= ING= BUM= - MDFKM 0.55 AT IM AIM MW
DOOR MANUFXIUREk WN-TRU OR EQUAL
DOOR APPROVED Na: FL 06-0406.11
GARAGE DOOR MANUFACTIMCLOPAY or EQUAL
GARAGE DOOR ARM No.: R. k 10-M R.07
WINDOW MANUFACTURER PGT WINDOW OR EQUAL
NO ME Na: ROA 07-05-M
MON GLASS DOOR MANUFACTURER: NOT APPLICABLE
SLIDING GLASS DOORS APPROVED Na: NOT APPLICABLE
-APPROWTE SITE LOCATION (M MWHADE WJ"
-M ff RM-UJL .130 M.P.H.
-WIND 90 AND STATIC PRESSURE= 42I8 P.S.F.
-YN NPORTANCE FACTOR AND RALDING CATEGORY- HUM =1
SCREENED 9CLOSURB487
-KILNS ROOF HMff= 15-T (SEE MW ELEVATIONS)
-vw Dmm= 7
-ROOF OVERHANG COMPONENT AND CLADDING DESIGN
W PRESSURE= ROOF ANGLE = 2261 DEGREES (5:12 1"
ZONE 2 EFFECTIVE WIND ARIA--10 -56.7
ZONE 2 EFFECTIVE WIND AREA--20 -56.7 NOTE NOT ALL W BORNE DOM REGIONS
ZONE 2 EFFECTIVE WIND AREA--100 -56.7 ARE SIM THIS FLOWA IIAI` IS
ZONE 3 EFFECTIVE WIND AREA--10 -913 INTENDED FOR SIM SITE LOCATION
ZONE 3 EFFECTM WIND AWA--20 --84.5 ONLY. (SEE LEGAL DESN'TION)
ZONE 3 EFFECTIVE WIND AREA--100 -59.3
-ffLWf INTERNAL IMMURE COIMIENT (O"M AND CLADDING W LOAOS� SEE MGM
SEE FLOOR PLAN - N01ED FOR DOOR AND NO TAGS LOCATION
23 SAFETY FACTOR HAS 130 AM
IMPACT GLASS
EXTERIOR ELEVATION 'E/A-6-
REAR GAZEBO ELEVATION
ADDITION
EXISTING
dW- EXTERIOR ELEVATION 'F/A-6' (SIMILAR-OPPOSITE)
RIGHT GAZEBO ELEVATION
... .... ....
28
29
I
..........
tit f`
Aa
PORCH
EXISTING (N.I.C.)
30
fi CUSTOM MADE
OPERABLE
CASEMENT W!
FIXED GLASS
HATCHED AREA INDICATES EXISTING (NOT IN CONTRACT) I
NEW WOOD BEAM SEE ROOF PLAN AND STRUCTURAL DRAWINGS (TIE BEAM PLAN)
EXISTING COLUMNS (NOT IN CONTRACT)
PARTIAL EXIST PORCH RENOVATION FL. PLAN -NOTED
SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 10-01P
SEE SHEET A-3 FOR DIMENSIONS
Z
0
I - F-- ADDITION
U)
5_< EXISTING
< Uj 13
3'-10*
FRENCH STYLE DOOR
26.20 SQUARE FEU - ZONE 4
DETAIL-1 +35.38 -38.55
1/49' = 11-0"
0 z
Z 0
Fzz F--
U)10
5� 0
Ldi < r9
EXTERIOR ELEVATION 'B /A -6'
,REAR ELEVATION
DOOR AND WINDOW SCHEDULE 3'-2"x 5'-3" CASEMENT WINDOW- 25
4!-0 wx6'-8" FRENCH STYLE DOORS WITIH 2'-0 *x6'-0" 16.6 SQUARE FEET- ZONE 5 fl
3 -2 x V -3
- 16
SIDELIGHT (BOTTOM OF SIDELIGHT 8' A.F.F.) +35.38 -46.36
_
63 SQUARE FEET
' -f
ZONE 4 "" CASEMENT WINDOW-
-
+31.59 -34.64 SINGLE PANEL
2'-8wx6'-8m GLASS DOOR 18 SQUARE FEET- ZONE 4 13.5 SQUARE FEET - ZONE 4 P
+35.38 -38.55 +35.38 -46.36 -----
2'-0 *x6'-8" INTERIOR DOOR 3'-4*x 6'-0' FIXED GLASS BOOM
G (FIELD VERIFY SIZES) 2'-8*x6'-8" INTERIOR DOOR 20.00 SQUARE FEET - ZONE 4
(2) 2'-6"x6'-B" BI-FOLD DOORS +35.38 -38.55
2'-0 *x6'-8" BI-FOLD DOOR 2'-4*x 5'-0" FIXED GLASS
(FIELD VERIFY SIZES)
2-6*x6'-8" INTERIOR DOOR TYP. BOTTOM OF WDW AT V-8n A.F.F.
11.66 SQUARE FEET - ZONE 4
0 2-2'-0*x6'-8* FRENCH STYLE DOOR S-3 +35.38 -38.55
26.66 SQUARE FEET - ZONE 4
+35.38 -38.55 NOT USED
1'-8*x 2'-2" CASEMENT WINDOW- 12
n8
3.61 SQUARE FEET - ZONE 4
n6 6-1 a
. . . . . . . . . . .....
. ................ .......
O
..... ..... .......... Er
EGRESS 8-0 CEILING AT COFFER
(ANGLED TO 10' -0p)
6
n6 +37.08 -40.28
.... ......
El
W-1
f 5 Y 11 V
S-3 S -3
TYP.
LP
U/
MASTER BEDROOM
OFFICE
EXISTING DOOR (NOT IN CONTRACT)
y
El
10'-0" CEILING HEIGHT
8'-0" CEILING HEIGHT
EXISTING THRESHOLD (NOT IN CONTRACT)
10
EXISTING BEAM SUPPORT
CONTRACTOR SHALL LOCATE EXISTING
H.C. ACCESSIBLE
MATCH EXISTING
GARAGE 337 S.F. GARAGE 198 S.F.
SEE FOUNDATION PLAN FOR SPACING AND
LOCATIONS
REINFORCED CELL AND INSTALL AN
ADDITIONAL REINFORCED CELL TO PROVIDE
03- FILLED CELL WITH 1-J5 VERTICAL REBAR (TYP).
SUBTOTAL 2,267 S.F. SUBTOTAL 1,449 S.F.
Z
0 El El
TWO (2) MIN. FILLED CELL, 16' SUPPORT COLUMN.
Z
EXISTING WALL (NOT IN CONTRACT)
LOCATIONS
DASHED LINE INDICATES CONCRETE TIE BEAM ABOVE
SHOWN DIMENSIONS ARE APPROXIMATE
SEE FLOOR PLAN-DIMENSIONED
I-
_0 CHIMNEY FLUE-BY MANUR
0 STUCCO FINISH (MATCH EXISTING) ON 8' C.M.U. BLOCK &�
13
Lij
1/2' GYPSUM WALLBOARD ON
TOTAL EXIST 2,572 S.F. TOTAL ADD. 1,776 S.F.
LIVING AREA ADDITION
FLOOR PLAN-NOTED
NEW TOTAL OVERALL 4,348 S.F.
2A WOOD STUDS OR 3 511r METAL STUDS
1/4" = lt-O"
SEE SHEET A-3 FOR DIMENSIONS
10
E�18��NG �N/I.C.)
AT 16 O.C.- e-6 HIGH WALLS (TYPICAL)
BUILT-IN DESK
7
-WOW MaR SELECTED ARE P.G.T. M EQUAL
NEW WALL FILLER
F - - - - - - - - - - -
r
SELECTED BY OWNER
-ALL TOP OF WNDOWS ARE AT 6' -Ir A.F.F. -MATCH D(ISTING
7011 SW 68 CT. S. MIAMI FLORIDA
16 TIN
XIS � 6
TO AccomoDATE 1
Ni� W! N DOW
1 1 r - 8'-0" COUNG AT COFFER H.C. ACCESSIBLE
I
-ALL W00 IN CONTACT WITH CONCRETE OR METAL SHALL BE PRESSURE TREATED 11000.
LEGAL DESCRIPTION
/COORDINATE WINDOW SIZES"
I I (ANGLED TO 10'-0-)
1[]EI
-ALL BATHROOM HMO AND AMNES SELECTED BY OW (PROMDE ALLOWANCE)
LOT 2 OF SUNSET CIRCLE
WITH IONDOW MANUF
-ALL FLOORING FINIM SELECTED BY 0110 (CONTRACTOR SHALL PROVIDE ALLOWANCE)
ACCORDING TO THE PLAT BOOK
48 PAGE 5
rPROJ No10-13-11
FILE:knoopfffw-Homer
A�
CHECKED: A.K.
DATE-- 01-20-12
3-OwX6'-8" WOOD GATE
COORDINATE WITH OWNER
....... . . .
LJ El ........ 3111 El
ANYEXIST.,OPENI
INSTALL CARBON MONOXIDE -T" '...7 EQ) .... ❑ 8'-0" CEILING HEIGHT
00
2 NG/ W-2 CLOSET-3 I r ------ -I
21 22 21 11 MATCH EXISTING _j
DETECTOR IN GARAGE x/
8'-00 CEILING HEIGHT
CU,.r EXISTING` BLOCK /TO ALLOW
MATCH EXISTING
S)
DASHED LINE INDICATES NffW WINDOW OPENNG (EG5ES
PAT,
EXTERIOR ELEVATION 'D/A-6- MASTER BATH
SPACE FOR GARAGE DOOR 12� 10 NUA11ON
F12
FRONT GAZEBO ELEVATION OPEN SEE FL. PLAN ABOVE /hW GYPSUM BOARDr WALLS j 9'-Ow CEILING HEIGHT
WITH 2 4 FRAMING AT 16 4.. MATCH EXISTING CK
El M "T ADJACE-NT FINISHES 22"x36' ATTIC ACCESS 1
NEW GAZEBO PANEL W/PULL DOWN StIRS
W-4
SLOPED CEILING - - - - - - -
HATCHED /AR'EA/1 N-DIPAIES BEDROOM-77,3 V
�i2O rB 18
N-01 i L -- - - - - - - - - - - - -
SEE WALL SECTION FOR 9'-6" APPROX. CEIL HEIGHT I I EXIS EXISTING �!4-IC.)
TING (NIC.) D-4
BEAM HEIGHTS FIELD VERIFY EXISTING AREA m G
TO BE RENOVATED Ei NEW GAUGE H C ACCESSIB
GARAfrE
r el,
24 g EXISTING (N.I.C.) LOUVER
16
C)
RSA
M7
LL.
'tz
or
7-
19 19 Q 18 CLQSt EXISTING WINDOW
15 w 47- OPENING WITH 131_06K
CL
/'MATCH EXISTING/
FINISH 8 qjr Et
S-3 I WTY
L 81-0 CEILING
TYP.
MATCH EXISTING HEIGHT
z (D
0 z
El
7 1
COD AJEA JNDICATES
P= - - - - - - - - - - - - - -- - - - 3
ES Ln
E)
n x
/EXISTING ki-41C
< LLJ
17W 13
EL/ El C
"' /'tXISTIN.6 (N.I.,� ............ El
7� DOOR SCHEDULE
fi
EXTERIOR ELEVATION 'F/A-6-
LEFT GAZEBO ELEVATION . . . . . D-1 6
NOT USED
El COD . . . ..... ...... -n4
_Z El 1E: I
NOT USED
fi
EGRE
8'-0'x8'-0' GARAGE DOOR- 64 SQUARE FEET Z EXTERIOR ELEVATION 'A/A-6- 'f f
ZONE 5 0
r =1 Tn E +31.59 -38.55 = F MV11 tMvAlIvr E
BEDROOM-2
8'-0' CEILING HEIGHT
MATCH EXISTING
------------
CLOSET -2
M ' -0" CEILING HEIGHIHEIGHT] TCH EXISTING
(1-01
8'-0' CEILING H
MATCH EXISTING
BATH-�
mill
PATIO WALKWAY
CONCRETE OR
PAVERS
(SELECTED BY C
SLOPE OUTDOOR
SHOWER FLOOR
TO DRAIN
'w" -A�EXTERIOR ElfVATION -C/A-6
v RIGHT ELEVATION
"
NEW HVAC COMPRESSOR
NEW 4'-O*x9'-2* HVAC CONCRETE PAD
Q CONTRACTOR SHALL COORDINATE
SIZES WITH SELECTED HVAC CONTRACTOR
EXISTING RELOCATED HVAC COMPRESSOR
0-
U-0 5
8
I.
4
...............
El
1 EGRESS
ALUMINUM OR VINYL PICKET FENCE
(SELECTED BY OWNER)
8"x8" ALUMINUM OR VINYL POST
5'-7 1/2- HIGH
0 x 3'-0" ALUMINUM OR VINYL GATE
GAZEBO LEGEND 1 MS SHEET
DASHED LINE INDICATES EDGE OF ROOF ABOVE
0-4. DASHED LINE INDICATES MICRO-LAM OR LVL BEAM ABOVE (SEE STRUCTURAL DWGS)
0-4- 8'x8' C.M.U. BLOCK COLUMN WITH REINFORCEMENT AND FILLED CELL (SEE STRUCTURAL DINGS)
\:J POOL DECK PAVER TO REMAIN
04- EDGE OF EXISTING POOL DECK (NOT IN CONTRACT)
TONGUE AND GROOVE FINISH WOOD CEILING
OVER ROOF PLYWOOD SHEATHING
SELECTED BY OWNER
GAZEBO FLOOR PLAN-NOTED
SEE SHEET A-1 SITE PLAN FOR OVERALL FINAL FLOOR PLAN 1/4" = 1' -0"
SEE SHEET A-3 FOR DIMENSIONS
SEE STRUCTURAL DWGS FOR RAFTERS SIZES AND SPACING
<
wk f` FLOOR PLAN LEGEND-,, THIS am
GARAGE LEGEND
1
THIS SHEET El A
EXISTING DOOR (NOT IN CONTRACT)
14
EXISTING GARAGE DOOR (NOT IN CONTRACT) 18
EXISTING FILLED CELLS TO REMAIN FOR
EXISTING NEW
EXISTING THRESHOLD (NOT IN CONTRACT)
FILLED CELL WITH 1-J5 VERTICAL REBAR (TYP).
EXISTING BEAM SUPPORT
CONTRACTOR SHALL LOCATE EXISTING
O3--� FIREPLACE-SELECTED BY OWNER
CONTRACTOR SHALL COORD. ALL DET. W/MANUF.
DOSTING STEPS TO REMAIN (NOT IN CONTRACT)
GARAGE 337 S.F. GARAGE 198 S.F.
SEE FOUNDATION PLAN FOR SPACING AND
LOCATIONS
REINFORCED CELL AND INSTALL AN
ADDITIONAL REINFORCED CELL TO PROVIDE
03- FILLED CELL WITH 1-J5 VERTICAL REBAR (TYP).
SUBTOTAL 2,267 S.F. SUBTOTAL 1,449 S.F.
Z
STUCCO FINISH (MATCH EXISTING) ON 8' C.M.U. BLOCK
TWO (2) MIN. FILLED CELL, 16' SUPPORT COLUMN.
Z
EXISTING WALL (NOT IN CONTRACT)
LOCATIONS
DASHED LINE INDICATES CONCRETE TIE BEAM ABOVE
SHOWN DIMENSIONS ARE APPROXIMATE
SEE FLOOR PLAN-DIMENSIONED
GARAGE ADDITION FLOOR PLAN -NOTED
SEE SHEET A-1 SITE PLAN FOR OVERALL FINAL FLOOR PLAN 1/4" = 1' -0"
SEE SHEET A-3 FOR DIMENSIONS
INDICATES NEW WALL IN EXISTING RESIDENCE (MATCH ADJACENT)
SEE SHEET A-1, SITE PLAN FOR LOCATIONS
INDICATES NEW INTERIOR PARTITIONS FRAMED WALL (ADDITION)
.. . ...... INDICATES NEW EXTERIOR PARTITIONS MASONRY WALL (ADDITION)
WITH INSULATION FURRINGS AND GYPSUM WALLBOARD
INDICATES EXISTING EXTERIOR PARTITIONS MASONRY WALL
GARAGE NOTES:
1. PROVIDE SIGN TO READ "DANGER DO NOT OPERATE ENGINE
WITH DOOR CLOSED, CARBON MONOXIDE IS LETHAC.
2. PROVIDE 2-8'x16' VENTILATION WITH FIXED LOUVERS OR
SCREENED OPENING WITH GEAR EFFECTIVE AREA OF 60 SQ. IN.
PER MOTOR VEHICLE WITHIN 7' OF THE HIGHEST PART OF FINISH FLOOR.
EXTERIOR ELEVATION "A/A-6-
FRONT ELEVATION
EXISTING CONCRETE BEAM ABOVE-INSTALL 1x2 P.T. WOOD FURRINGS AND WRAP AROUND WITH GYPSUM WALLBOARD
SQUARE FOOTAGE CALCULATIONS:
COORDINATE WITH DOOR JAMB AT CLOSET-3
HEARTH-SELECTED BY OWNER
BRICK VENEER FINISH ON 8* C.M.U. BLOCK
EXISTING NEW
MATCH EXISTING
LIVING 1,930 S.F. LIVING 1,251 S.F.
O3--� FIREPLACE-SELECTED BY OWNER
CONTRACTOR SHALL COORD. ALL DET. W/MANUF.
SEE EXTERIOR ELEVATIONS
GARAGE 337 S.F. GARAGE 198 S.F.
ALUMINUM THRESHOLD
03- FILLED CELL WITH 1-J5 VERTICAL REBAR (TYP).
SUBTOTAL 2,267 S.F. SUBTOTAL 1,449 S.F.
Z
SEE FOUNDATION PLAN FOR SPACING AND
Z
0 DASHED LINE INDICATES CONCRETE TIE BEN ABOVE
LOCATIONS
ENTRY 135 S.F. GAZEBO 327 S.F.
I.-
C/)
57<
I-
_0 CHIMNEY FLUE-BY MANUR
0 STUCCO FINISH (MATCH EXISTING) ON 8' C.M.U. BLOCK &�
LANAI 170 S.F.
Lij
<
TOTAL EXIST 2,572 S.F. TOTAL ADD. 1,776 S.F.
LIVING AREA ADDITION
FLOOR PLAN-NOTED
NEW TOTAL OVERALL 4,348 S.F.
SEE SHEET A-1 SITE PLAN FOR OVERALL FINAL FLOOR PLAN
1/4" = lt-O"
SEE SHEET A-3 FOR DIMENSIONS
- CONTRACTOR SHALL COORDINATE ALL OPENING WIH SELECTED WNDOW AND W MANUR
-WOW MaR SELECTED ARE P.G.T. M EQUAL
ADDRESS
-ALL TOP OF WNDOWS ARE AT 6' -Ir A.F.F. -MATCH D(ISTING
7011 SW 68 CT. S. MIAMI FLORIDA
- DOUBLE STUDS ON BOTH SIDES OF ALL DO a`ENNGS (TYPICAL)
-ALL W00 IN CONTACT WITH CONCRETE OR METAL SHALL BE PRESSURE TREATED 11000.
LEGAL DESCRIPTION
-A1 RM SYSTEM (OPTIONAL. - CONTRACTOR SHALL PROMDE ALLOWANCE)
-ALL BATHROOM HMO AND AMNES SELECTED BY OW (PROMDE ALLOWANCE)
LOT 2 OF SUNSET CIRCLE
-ALL FLOORING FINIM SELECTED BY 0110 (CONTRACTOR SHALL PROVIDE ALLOWANCE)
ACCORDING TO THE PLAT BOOK
48 PAGE 5
-ALL LIGHT WM AND DOOR HARDWARE SGICTED BY OMER (MMCTOR %K PROMDE All
MIAMI-DADE COUNTY, FLORIDA
-CHAIR RAIL, CROWN MOULDING AND BASE FINISHES SHALL BE COORDINATED KITH OWNER
-BULLNOSE CORNER CASING AT ALL NEW PARTITIONS (OPTIONAL)
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-ALL WINDOW BUCKS SHALL BE 1A P.T. WOW e' DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT. noepffler-VAN HEMERT
-00NTRACT0R SHALL COORDINATE ATTIC AM PANEL OR PULL D0111 STAIR WITH TM MANUF LAYOUT ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR e00'SP`EET
-ALL CEILING ELEVATIONS ARE APPROAMATE AND FROM FINISHED FLOOR ELEVATION. CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
-THE FOLLOWING ITEMS ARE NOT ARCHITECTS RU"LITY: THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009 A-4
SURVEY SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
SEPTIC TANK SYM AND DUN FIELD SUE 3-SECOND GUST AND EXPOSURE "B" WIND ZONE
TRUSS DRAWING AND TPI'S 3�
ENERGY CALCULATIONS