12-250-0112007 Fla. Building Code Compliance W/ 2009 SUPPLEMENT
Mr. and Mrs. Van Hemert Residence Addition
DESIGN CRrrZPJA-. ENCLOSED BUILDING - COKMCIENT 0.18
RM CMMM- PaUW SKLOM BUM= - CCETKMT 0.55 AT IM M ERW
DOOR MANUFACTURER: THURMA-TRU OR EQUAL
DOOR APPROVED Na -FL 06-M11
GARAGE DOOR MMUFXTJRaRAY or EQUAL
----
GARAGE DOOR AITIND No- FL k 10-=07
WINDOW MANUFACTURER; PGT WINDOW OR EQUAL
WIDOW ARNO Nw NOA 07-0815-09
UN M = MANUFKRHR NOT AMDM
UK M DOORS AMID Na NOT NRWf
-APPROXIMATE SITE LOCATION (SOUTH MM--OADE WXM
-M WIND SPEED -UR.130 M.PR
AW SPEED AND STATIC PMRE= 4118 P.S.F.
-W MOTANCE FACTOR NO UN CATEGORY: ME =1
SCREW ED DaOSURES487
-MEANS ROOF HMff= 15-T (SEE EXTERIOR UYATIONS)
_w EXPOSURE = 7
-W ORM COMPONENT AND CLADDING DESIGN
WE PRESSURE= ROOF ANGLE = 22.61 DEGREES (5:12 SLOPE)
ZONE 2 EFFECTIVE WIND AREA -10 -56.7 "eph-.
ZONE 2 EFFECTIVE WIND AREAF-20 -563 NOTE NOT ALL WIND DOE DEBRIS REGIONS
ZONE 2 EFFECTIVE WIND AREA--100 -56.7 ARE SM. THIS FLORIDA W IS
ZONE 3 EFFECTIVE WIND AREA--10 -913 INTENDED FOR SPECIFIC 91 LOCATION
ZONE 3 EFFECTIVE WIND AREA --20 -W ONLY. (SEE LEGAI. ONION)
ZONE 3 EFFECTIVE WIND AREA--100 -59.3
-MWRf KMW PRESSURE COEITlC0ff (WOW AND CLADDING IIIIND LOAM)= SEE MM
SEE FLOOR PLAN - NOTED FOR DOOR AND VM TAGS LOCATION
23 SAFELY FACTOR HAS BEEN AM
IMPACT GLASS
EXTERIOR ELEVATION 'E/A-6-
REAR GAZEBO ELEVATION
ADDITION
EXISTING
EXTERIOR ELEVATION 'F/A-6- (SIMILAR-OPPOSITE)
RIGHT GAZEBO ELEVATION
- ---- ---- - ---- ---- ---- - - --- ---- ---
z
......... .. ........ --------------
28
29
IIIET ED] El
a
El
PORC
EXISTING (NH .I.C.)
30
1177-1
HATCHED AREA INDICATES EXISTING (NOT IN CONTRACI)
SEE ROOF PLAN AND STRUCTURAL DRAWINGS (TIE BEAM PLAN)
EXISTING COLUMNS (NOT IN CONTRACT)
PARTIAL EXIST PORCH RENOVATION FL. PLAN-NOTED
0 0 z EXTER IOR EI.EVATION "I /A-6-
SEE SHEET A-1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4 1' -0" REAR ELEVATION
SEE SHEET A-3 FOR DIMENSIONS
up
7' Lul < J
0 Z
I I.- ADDITION
V)
x EXISTING
< Lij
13 ----------------------------- 10 L
13
10
STORAGE
16 -w
xlsdl�
D
7
2
DASHED LINE INDICATES
EXTERIOR ELEVATION OD/
A-6* SPACE FOR GARAGE DOOR jz 10
FRONT GAZEBO ELEVATION OPEN
D
NEW GAZEBO El
El
rB
SLOPED CEILING
9'-6" APPROX. COL HEIGHT r
SEE WALL SECTION FOR
FIELD GARAGE BEAM HEIGHTS NEW HATCHEDIREAx S/
--- ---- ---
EXISTING
16
17
U-
LLJ
C.D
C.D ❑
15 D
CL I FP
8
S-3
TYR
0 z E3
FZ
0 x
< W 1 13
---- ---- ---- --- ---- ----- r _-
DOOR SCHEDULE
EXTERIOR ELEVATION 'F/A-6*
LEFT GAZEBO ELEVATION NOT USED
------------ - 4.. - I
El ❑ ------- --- ❑ ❑ '7 ......
NOT USED
j
r
P Pr
A r-'g .1r"rTrrlw
GAZEBOLEGEND THIS SHEET
DASHED LINE INDICATES EDGE OF ROOF ABOVE
DASHED LINE INDICATES MICRO-LAM OR LVL BEAM ABOVE (SEE STRUCTURAL DWGS)
exli* C.M.U. BLOCK COLUMN WITH REINFORCEMENT AND FILLED CELL. (SEE STRUCTURAL DWGS)
EXISTING POOL DECK PAVER TO REMAIN
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" = 11-09P
SEE SHEET A-3 FOR DIMENSIONS
SEE STRUCTURAL DWGS FOR RAFTERS SIZES AND SPACING
8'-O'x8'-0r GARAGE DOOR- 64 SQUARE FEET z
ZONE 5 0
+31.59 -38.55 F-
zll�
EXTERIOR ELEVATION -A/A-6'
z FRONT ELEVATION
1=
Nn
X
Lli
9 El:. 3
EXISTING N/I.C.) 2
ZID
NEW WALL TOK Flffl
01) T
CCOM E
NEW WINDOW
4, /COORDINATE WINDOW SIZES'
WITH WINDOW MANUF
AND/bIST. OPENING
00 El
EGRESS/ THIS,END OF/'_' ;El
�, : D-3 L - - - - - -
EXISTING WALL
SHALL REMAIN
111111) WIR DIL) I ykl Tlyrifigm 21M
G5'-Owx6'-8" FRENCH STYLE DOORS W11H 2'-0 wx6'-0m
SIDELIGHT (BOTTOM OF SIDEUGHT 8- A.F.F.)
63 SQUARE FEET
ZONE 4
+31.59 -34.64
2'-8"x6'-8" GLASS DOOR - 18 SQUARE FEET- ZONE 4
+35.38 -38.55
2'-0 *x6'-8" INTERIOR DOOR
2'-8"x6'-8" INTERIOR DOOR
(2) 2'-6'x6'-8- BI -FOLD DOORS
2'-0 "x6'-8" BI-FOLD DOOR
2'-6"x6'-8" INTERIOR DOOR
0 2'-6wx6'-8" FRENCH STYLE DOOR
16.66 SQUARE FEET - ZONE 4
+35.38 -38.55 fmjl�
'N
6
73
MASTER BEDROOM
8'-0" CEILING HEIGHT
MATCH EXISTING
H.C. ACCESSIBLE
1/2' GYPSUM WALLBOARD ON
24 WOOD STUDS OR 3 5/8' METAL STUDS
H.C. ACCESSIBLE
n6 n8
11
r 5 11
\ �S-3
S -3 S _l
OFFICE
8'-0m CEILING HEIGHT
MATCH EXISTING
01ILT-1A DESR
SELECTED BY OWNER
6
W -2
7
3'-2"x 5 -3" CASEMENT -WIHDQl.V7 25
16.6 SQUARE FEET- ZONL
+35.38 -46.36
2'-4"x 4'-3* CASEMENTWNDOW--H3A
9.91 SQUARE FEET - !ONE ^4 'Ell
ps ��
+37.08 -40.28
S-ex 6'-0* FIXED GLASS
(FIELD VERIFY SIZES)
- w a
20.00 SQUARE FEET - ZONE 4 F!!!!i
+.JD.Ijt$ _Jt$.:):)
2'-4 ppx 5'-0" FIXED GLASS
(FIELD VERIFY SIZES)
BOTTOM OF WIDW AT 1-8" A.F.F.
11.66 SQUARE FEET - ZONE 4
+35.38 -38.55
4!-6"x 4'-3" CASEMENT WINDOW- 34
19.12 SQUARE FEET - ZONE 4
+35.38 -38.55
1'-8*x 2'-2" CASEMENT WINDOW- 12
3.61 SQUARE FEET - ZONE 4
+37.08 -40.28
A
A-7
3'-O"X6'-8w WOOD GATE
COORDINATE WITH OWNER
M. U U _Ea
p------- - - - - -- - IV
E-4
3)
Z
CLOSET-1
_j
8'-0" CEILING HOGH�� PATIO WALKWAY E4 v)
BEDROOM-3 MATCH EXISTING I CONCRETE OR
F I El PAVERS
EXISTING (N.
COS -3 X
-0 CEILING HEIGHT (SELECTED BY OWNER)
81 L - - - - - - J MASTER BATH
_1 I
NEW,,GYPSUlM 50ARD WALLS MATCH EXISTING _ HT
22*x36" ATTIC ACCESS 8'-0* COUNG HOG
WITH 2x4 FRAMING AT::-O.C.
FOR CONTINUATION / / ` MATCH EXISTING CK C6
SEE FL PLAN ABO ,MATCH Ap- ACENT FINISHES 1 0 0 1 PANEL W/PULL DOWN ST IRS SLOPE OUTDOOR
m
W-4 SHOWER FLOOR
- - - - - - - - - - - - - - - - - L-------- - - - - --
OU OR
7 TO DRAIN
D-4 SHOWE
<
El
H.C. ACCESSIBLE
- --------------- - - - - -- -
EXISTING AREA EXTERIOR ELEVATION "C/A-6m
CLOSET-2 PQ
TO BE RENOVATED ED] 7 RIGHT ELEVATION
Y
Ff
BATH- NEW HVACCOMPRESSOR
8'-0* CEILING HE NEW 4'44-2' HVAC CONCRETE PAD
MATCH EXISTING E4 0
CLOSE EXISTING WINDOW CONTRACTOR SHALL COORDINATE 2
OP9NING WITH BLOq4/, SIZES WITH SELECTED HVAC CONTRACTOR 2
4 MATCH EXISTING 00
FINISHES
EXISTING RELOCATED HVAC COMPRESSOR
0
UTILITY
a ED]
/BEDg1O6M-41-"` BEDROOM-2 El 01
EXIS_WG� (N.I.C.)' 8,-0" COUNG H 8'-0* COUNG HEIGHT W-2
MATCH EXISTINO----n MATCH EXISTING
INDICATES NEW WALL IN EXISTING RESIDENCE (MATCH ADJACENT)
110C
Pf
SEE SHEET A-1, SITE PLAN FOR LOCATIONS
AREA INDICATFS
HED El
(N.:C "� KUSMGrr� 8 7 5 INDICATES NEW INTERIOR PARTITIONS FRAMED WALL (ADDITION)
u
EGRESS INDICATES NEW EXTERIOR PARTITIONS MASONRY WALL (ADDITION)
WITH INSULATION FURRINGS AND GYPSUM WALLBOARD
El Ill
- ----------------
INDICATES EXISTING EXTERIOR PARTITIONS MASONRY WALL
6
FLOOR PLAN LEGEND THIS SHEET ..�
GARAGE LEGEND THIS SHEET El
EXISTING DOOR (NOT IN CONTRACT} 14 EXISTING GARAGE DOOR (NOT IN CONTRACT) 0---W EXISTING FILLED CELLS TO REMAIN FOR
EXISTING BEAM SUPPORT
EXISTING THRESHOLD (NOT IN CONTRACT} 15 FILLED CELL WITH 1-15 VERTICAL REBAR (TYP). CONTRACTOR SHALL LOCATE EXISTING
SEE FOUNDATION PLAN FOR SPACING AND REINFORCED CELL AND INSTALL AN
EXISTING STEPS TO REMAIN (NOT IN CONTRACT) LOCATIONS ADDITIONAL REINFORCED CELL TO PROVIDE
STUCCO FINISH (MATCH EXISTING) ON 8" C.M.U. BLOCK TWO (2) MIN. FILLED CELL, 16- SUPPORT COLUMN.
SHOW DIMENSIONS ARE APPROXIMATE
EXISTING WALL (NOT IN CONTRACT) DASHED LINE INDICATES CONCRETE TIE BEAM ABOVE SEE FLOOR PLAN-DIMENSIONED
GARAGE ADDITION FLOOR PLAN-NOTED
SEE SHEET A-1 SITE PLAN FOR OVERALL FINAL FLOOR PLAN 1/4" = 1p-011
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 LLIHAI!,
2- PROVIDE 2-ex16* VENTILATION WITH FIXED LOUVERS OR
SCREENED OPENING WITH CLEAR EFFECTIVE AREA OF 60 SQ. IN.
PER MOTOR VEHICLE WITHIN 7' OF THE HIGHEST PART OF FINISH FLOOR.
-MLLnVJL %A"lLj% %dumv ill F" Inlumm umillimu; %%w ll%AVWI
-ALL WINDOW BUCKS SHALL BE 10 P.T. WOOD
- CONTRACTOR SHALL COORDINATE ATTIC ACCESS PANEL OR RILL DOWN STAR 0 TRUSS WIF LAYOUT-
-ALL CEILING ELEVATIONS ARE APPROXIMATE AND FROM FINISHED Ra ORATION.
-THE FOLLOWING ITEMS ARE NOT ARCHITECTS RESPOWLITY.
SURVEY
SEPTIC TANK SYSTEM AND DRAIN FIELD STUDIES
TRUSS wimure AND mle
ENERGY CALCULATIONS
oepf-fler-VAN HEMERT
SHEET
A-4
V 05 1 15
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
0--3- BRICK VENEER FINISH ON Bm C.M.U. BLOCK
EXISTING
NEW
MATCH EXISTING
LIVING
1,930
S.F.
LIVING 1,198 S.F.
FIREPLACE-SELECTED BY OWNER
SEE EXTERIOR ELEVATIONS
GARAGE
337
S.F.
GARAGE 198 S.F.
EXTERIOR ELEVATION 'A/A-6-
CONTRACTOR SHALL COORD. ALL DIET. W/MANUF.
FILLED CELL WITH 1-15 VERTICAL REBAR (TYP).
SUBTOTAL
2,267
S.F.
SUBTOTAL 1,396 S.F.
FRONT ELEVATION
ALUMINUM THRESHOLD
Z
SEE FOUNDATION PLAN FOR SPACING AND
Z
0 DASHED LINE INDICATES CONCRETE TIE BEAM ABOVE
a5 --�►
LOCATIONS
ENTRY
135
S.F.
GAZEBO 327 S.F.
�
�
CHIMNEY FLUE-BY MANUR
LANAI 170
S.F.
57<
STUCCO FINISH (MATCH EXISTING) ON 8- C.M.U. BLOCK
TOTAL EXIST
2,572
S.F.
TOTAL ADD. 1,723 S.F.
uj
<
IMNG AREA ADDITION
FLOOR PLAN-NOTED
NEW TOTAL OVEPXA �f y Jj,295; � Fil M IA M i
SEE SHEET A-1 SITE PLAN FOR OVERALL FINAL FLOOR PLAN
f4
= 1' -` T.
SEE SHEET A-3 FOR DIMENSIONS
STRUCTURAL S^TION
- CONTRACTOR M COORDINATE ALL OPENING WITH SELECTED WINDOW AND DOOR MMUF
ADDRESS
-WINDOW MODEL SELECTED ARE PAT OR EQUAL
-ALL TOP OF WINDOWS ARE AT 6 -6' kFf. -MATCH DOSING
7011 SW 68 CT, S. MIAMI FLORIDA
`o_PCUVED8Y
4MU STUDS ON BOTH SIDES OF ALL W OPENINGS (TYPICAL}
4Y
-ALL WOOD IN CONTACT" CONCRETE OR METAL SHALL BE PRESSURE TREATED WOOD.
LEGAL DESCRIPTION
-ALARM SYSTEM (OPTIONAL-ONCTOR SHALL PROVIDE ALLOWANCE=)
-ALL BATHROOM FIXTURES AND ACCESSORIES SELECTED BY OWNER (PROVIDE ALLOWANCE)
LOT 2 OF SUNSET CIRCLE
-ALL FLMG FINISHES SELECTED BY OWNER (CONTRACTOR SHALL PROVIDE ALLOWANCE}
ACCORDING TO THE PLAT BOOK
48 PAGE
5
-91 MIT WKS AND DU HARDWARE MM BY OINER (CONTRACIOR SHALL PRWDE
MIAMI -DADE COUNTY, FLORIDA
-CHAIR RAIL, " MOULDING AND BASE FINISHES SHALL BE COORDINATED WITH OWNER
flill I Ll IYVILIM I'ArS10% AT &I I tktTrmm nAnTmrApr lAwnitill I
-MLLnVJL %A"lLj% %dumv ill F" Inlumm umillimu; %%w ll%AVWI
-ALL WINDOW BUCKS SHALL BE 10 P.T. WOOD
- CONTRACTOR SHALL COORDINATE ATTIC ACCESS PANEL OR RILL DOWN STAR 0 TRUSS WIF LAYOUT-
-ALL CEILING ELEVATIONS ARE APPROXIMATE AND FROM FINISHED Ra ORATION.
-THE FOLLOWING ITEMS ARE NOT ARCHITECTS RESPOWLITY.
SURVEY
SEPTIC TANK SYSTEM AND DRAIN FIELD STUDIES
TRUSS wimure AND mle
ENERGY CALCULATIONS
oepf-fler-VAN HEMERT
SHEET
A-4
V 05 1 15