HomeMy WebLinkAboutDEMOLITION & FLOOR PLANKEY PLAN
SCALE: NT5
IX4 P-
DRYWALL ON 2"
"
F
X 8" PT ®I6 OC.
NSUL.
N
DEMOLITION PLAN
EXIST&. GONG.
BLOCK WALL --
STUCCO FINISH ON
GONG. BLK. TO
MATCH EX15T&.
/ NEW 2" X 8 PT. WOOD
JAMB ANCHORED TO
EXISTG. BLOCK HALL W/
1/4' X 3 5/4" TAP CON
SCREWS AT 12" Or-.
DRYWALL TO MATCH
EX15T&.
NEW 2" X 8" PT. WOOD
FRAMING AT MAX. 16" OC.-
SEE FLOOR PLAN FOR
LOGAGTI ON
MTL. LATH AND STUCCO
FINISH ON 2 LAYERS OF
30 LB. FELT ON J" GDX.
OLYWD 5HT&. ON 2: X 8"
WOOD 5TUD5 AT MAX. I&%
00.
TYP.SP-8 STUD TO PLATE
GONNEGTOR A/ (6) IOD X
I�" NAILS AT EACH
CONNECTION
,
E
C
(
f
L
DOOR
OPEN I N6
C
)
C
f
c
E
C
X 8" PT. BOTT. PLATE
,NCHORED TO EXIST6.
LAB W/ �„ X 8„
XPAN51ON BOLTS AT 16"
G.
2) 2" X 8" WOOD STUDS
AGH SIDE OF WINDOW /
R.
DGE OF GONG. WALL
X 8" PT. ANCHORED TO
.ONG. BLOCK HALL W/ 4"
3 3j" TAP CONS AT 12"
C.
" X 8" PT. BOTT. PLATE
,NCHORED TO EXIST6.
LAB W/ �" X 8"
XFAN51ON BOLTS AT 16"
�G.
II II
TYP. 5P-8 571JD TO PLATE
CONNECTOR W/ (b) IOD X
1�" NAILS AT
ELEVATION CONNECTION EACH
OFEN i NCS 5L.00K UP DETAIL
SCALE 3.4" = 1'-0"
WALL SYMBOLS
EX15T&. GONG. BLOCK WALL
I1 EXI5T6. WOOD STUD WALL
NEW 2" X 8" WOOD STUDS AT 16"OC W/ 2" X 5"
PT. BOTT. PLATE ANCHORED TO GONG. SLAB
Yil�" X 6" F-XPAN51ON BOLTS AT 26" OG. AND 2
X 8" WPPD STUDS AT 16" 00. W/ 5/b" DRYWALL
ON INSIDE ( FIN.)- W/ MTL_ LATH AND STUCCO
FIN. ON 2 LAYERS OF 50 LB. FELT ON " GDX.
PLYWOOD 51-176. ON EXTERIOR (FI.)
CONCEALED FASTENERS OR ATTACHMEN%
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
riESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
--pwPLY WITH ALL APPLICABLE COt)Fr,,
EX I STG.
BEDROOM
EXISTG.
BATH
EX I STG.
LAUNDRY
AREA
EXISTG.
COVER=
PATIO
CLOCK UP
EXIST6. DOOR -
SEE DETAILS
EXIST6.
5ATH
EXISTG.
LIVING
ROOM
EXISTG.
BEDROO
OCCUPANCY GROUP R-3' 5IN6LE
BAY AREA FAMILY
OGGUPANCY CALCULATION RESIDENCE
UN-SPRI NKLERED
CONSTRUCTION TYPE TYPE II . B
UNPROTECTED
LEVEL 2 ALTERATION
56OPE OF WORK:
NEW STUD HALL AS SHOWN.
ELECTRICAL:NEW RECEPT. ARE
5HOAN.
AIRCONDITIONIN6 15 EX15T&-
NON 5PRINKLERED BUILDING
CODE REFERENCE:
2017 FLORIDA BUILDING CODE 5 EDITION
2017 FLORIDA ACCE551511-TY6 CODE
2011 N.E.G.
LIFE 5AFTEY CODE 101.12
MANUFAC rUHES LABLES SHOWING
FACTORS AND SHGC COMPLIANCE
WrM F8C ENERGY CODE MUST
MIN ON ALL DOORS AND WINDOWS
ML INSPECTIONS ARE APPROVED
N �
FLOOR_ FLiN
EX15TG
GLOSS.
EX15TG.
DINING
ROOM
D^5�jic5N AciE�RTlFeGATioN FOR wiNv LOAD
GOB"��pLIANOE:
STAT25454Ts
i CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND
SPECIFICATIONS HAVE BEEN DE516NED TO COMPLY WITH THE APPLICABLE STRUCTURAL
PORTION OD THE BUILDIN6 CODE AS AMENDED, ADOPTED, AND ENFORCED BY MARTIN
COUNTY BUILDING DEPARTMENT. I AL50 CERTIFY THAT THE STRUCTURAL COMPONENTS,
SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS
AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT
RESPONSIBILITY FOR THE STRUCTURAL DESIGN.
VM" F RAMB:"TCRS AND AMALY'SM
CODE EDITIONS: 2017 FLORIDA BUILDING CODE
A5CE 1-10
BUILDING 1:?E516N AS: ENCLOSED
BASIC WIND PEED: WEST OF TURNPIKE —
EAST OF TURNPIKE_ X __
BUILDING CATE60RY: I II X III IV
WIND IMPORTANCE
FACTOR:
INTERNAL PRESSURE
COEFFICIENT:
GARAGE DOOR
DESIGN PRESSURE:
WINDOW DESIGN
PRE55URE:
WIND SPEED
EXPOSURE:
IMPACT PROTECTION
(EXTERIOR
IN
rA
SEE FLOOR PLAN FOR WIND
PRESSURES
SEE FLOOR PLAN FOR WIND
PRESSURES FOR WINDOWS AND
DOORS IN INT. AN DEND ZONES
170 MPH.
D
APPROVED SHUTTERS
OPENIN(9S): IMPACT RESISTANT X
OLA55
(MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL /
COMMERCIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS)
NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR,
GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST AL50 BE
INDICATEDON CONSTRUCTION PLAN5.5
EXISTG. CLOCK UP EX15T&.
BEDROOM DOOR- SEE
DETA I L5
ST, LUCM
NEVIENVED FOR T
REVIE11'r ; B}' L NCE
►lly ATE
1"I.t4�u1 R1�E."PT
x `�PECTION i}'II LOBE : ON JOB
}LADE.
SCANNED
BY
EXISTG.
ALL EX I5T6.
BEDROOM
E? 15T�
G1�05.
E 576.
B TH
i
ARCHITECTURE
AND
FLANNI NCG
16 SOUTH RIVER
ROAD
SEWALLS POINT,
FL. 541:ia6
OFFICE:
-172-225-1-755
WGfi�
W7
1�AT�
MARCH I, 205
SCALE
A5 NOTED
JM NO.
17
REVINOWSk
t`
OF
SCALE: Va" = 1'-0"
AV lie COPY