RC14-658Miami Shores Village
uilding Department
050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
NSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
EdBUILDING ❑ ELECTRIC ❑ ROOFING
JUL 14 ZQ14 f
FBC 20 16
Master Permit No. SRL rl-259:—
Sub Permit No.
❑ REVISION ❑ EXNSION ❑RENEWAL
SHOP
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR E] CANCELLATION ❑DRAWINGS
JOB ADDRESS: 1 r q I - Tel) -
- -• . ,.. _� _ 7in•
,;it Miami snores -
Is the Building Historically Designated: Yes NO
Folio/Parcel#:
Occupancy Type:
Load: Construction Type: _—Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): C it " /
G, { � c' i V { Phone#:
Address: 11 Nf 1K {r
Zip:
State:
City: --- ! -----! ' I,�/*S --�
Phone#:
Tenant/Lessee Name:
Email:
Phone#: '7��- ZgF'lI
CONTRACTOR: Company Name: b J! rn�r G� ^ Gv a
N fh w
Address: �
�L Zip:
City:
State:
��
Phone#:
Qualifier Name: G
P%ifw�•? �,► (r�
State Certification or Registration #: � G
G 5 / 1 Certificate of Competency #:
Phone#:
DESIGNER: Architect/Engineer:
City: State: Zip:
Address:
S uare/Linear Footage of Work:
Value of Work for this Permit: $ C7 U q
Type of Work: ❑ Addition Alteration
❑ New ❑ Repair/Replace ❑ Demolition
A Dir, • l %'// r' � �/ Q lid
Description of Work: 6
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $ —
Technology Fee $
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $_
DBPR $
CO/CC'$- .....:. n.,.
Notary $
Double Fee $
Bond $ _—
Structural Reviews $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
WINDOW 5CHEDULE
.
...... :
....................
AA26001388
WINDOW SIZE
MASONRY OPENING
PRESSURES
AR -0017103
310 N. E. 101st Street
NOTES
33138
tel: 305.310-5030
fax: 1.877.408-8280
email:
vbruce@ai- associates, net
AT
drawings & written material
101 24 514
V-9 1/2'
4'-2 5/8'
V-10 1/2'
4'-2 5/8'
4
52.1
-5'1-,
SEE NOTE 4
102 24 SH
V-9 1/2'
4'-2 5/8'
31-101/2,
4'-2 5/8'
4
52.1
-5`1,5
SEE NOTE 4
103 23 SH
3'-1'
V-2 1/4'
3'-2'
V-2 1/4'
S
53.9
-7J;-E
SEE NOTE 4
I
104 23 SH
3'-1'
V-2 1/4'
3'-2'
V-2 1/4'
4
53.9
-5�!)
SEE NOTE 5
W_ 1�11��1.AIG,ITF,fc�i.�
I. ALL ASSEMBLIES TO BE Irl ACT-RESIStANt AS PER MIAMI -DADS N.OA.
about them prior to issue.
iFo ATION IN H
RM ARD -COPY) TYP. (G.C. t0 SUPPLY ALL N.O.A. It P
These plans conform to our
3
2. CODE INFORMATION, TYP:
that any modifications to
F5C 2010
these plans will be an
ASCE 1-10
potential impact on
V=175 MPH (FOR MIAMI -DADS COUNTY
construction cost &
W(
EXPOSURE C
CATEGORY II
accepted
IL
l�
4. EXISTING ASSEMBLY RELOCAtEp IN NEW MASONRY OPENING IPERMIt NAA. pOGUMENtS FOR INSTALLATION OF EXISTING WINDOWS 4 DOORS FOt1Np IN MIAMI SHORES BUIL[
DEPARTMENT) SEE DETAIL F()R MASONRY OPENING SHEET A-3
5. NEW IMPACT WINDOW ASSE1" 15LY TO MATCH RELOCATED WINDOW IN MODIFIED MASONRY OPENING, SEE DETAIL FOR MASONRY OPENING SHEET A-3
A,/Y\C',A
E6RE58
2a
EQ.
—14'-32'
15
03 1�4
oL EXISTING FLR. ELEV.
ELEV. 0
32 >d FOYER
1'-4' 4'-2'
32
Qf1_OOR F1, N ---
SCALE: 1/4" =1' -O"
24
EQ.
WALL LEGEND
NEW DRYWALL PARTITION
EXISTING WALL
EXISTING WOOD FRAME
BEARING WALL
NEW DRYWALL CEILING
RETROFIT FILL CELL W/ #5,
(SEE FLOOR PLAN FOR
AMOUNT): DRILL 6' EPDXY
5x3 -0 DOWELS .
D EL IN EXIST.
I T
E
GONG. STRUCTURE TOP 4
BOTT. (SEE DET. SHEET
> A-3)
NEW FILL CELL W/ 05, (SEE
FLOOR PLAN FOR
LOCATION): DRILL 6'
EPDXY 5x3' -O' DOWELS IN
EXIST. CONC. STRUCTURE
TOP 4 BOTT. (SEE DET.
SHEET A-3)
vv�
11 �
INTERIOR DOOR SCHEDULE
2'-6"x6'-8" SOLID CORE WOOD DOOR
® 2'-6"x6'-8" LOUVERED WOOD POCKET DOOR
OC (2) 2'-6'x6'-8' LOUVERED WOOD DOOR
® (2) 2'-6"x6'-8" 5OLI1D CORE WOOD DOOR
O (2) 3'-O"x6'-8" WOOD BI -FOLD DOOR
COORDINATE W/ OWNER FOR DOOR STYLES 4
HARDWARE TYPE, STYLE, 4 COLOR.
INSTALLATION BY G.C.
25
-I 19
BATH 2
701
BEDROOM 2
BEDROOM 3
BATH 3
3
CONSTRUCTION NOTES - FLOOR PLANS
a1 1/2' GYP. BOARD OVER 2x4 WD. OR 3-5/8" MTL. STUDS e 16' O.C.
1 a SAME AS NOTE 1 4 W/ MOISTURE RESISTANT GYP. IN ALL WET WALLS
4 CEMEN I I I IOUS BOARD ON ALL TILED AREAS. COORDINATE WITH
OWNER FOR LOCATIONS
a 1/2' GYP. BOARD OVER P.T. WD. STRIPS Q 24' O.C.
SAME AS NOTE 2 4 W/ R-5.0 RIGID INSULATION
a
2bJ
� AS NOT 24 W/R-
5.0 RIGID INSULATION � MOISTURE
I
0
F�E515TANT GYP. IN ALL WET WALLS 4 CEMENTITIOU5 BOARD ON ALL
'rILED AREAS. COORDINATE WITH OWNER FOR LOCATIONS I
O EXISTING 4' MASONRY LOAD-BEARING WALL SUPPORTING EXISTING
BOTTOM WOOD CEILING RAFTERS ON EXISTING STEM WALL
FOUNDATION, SEE STRUCTURAL DWGS. 5-1 4 6-2 FOR RETROFIT
DETAILS
STEP DOWN TO SHOWER IN RAISED WOOD FLOOR DECK, SHOWER
ro RECEIVE SLOPED SHOWER PAN, COORDINATE SIZE OF SHOWER
W/ NOTE 21
I
4_1W NON LOAD-BEARING WALL W/ I/2 GYP. BOARD OVER 2x4
WOOD STUDS is 16" O.G. RUNNING ABOVE EXISTING STEM WALL I
FOUNDATION, SEE 2/A-1
O (2) 2x8 WOOD HEADER TO MATCH LOCATION OF DEMOLISHED
PORTION OF RETAINING WALL, SEE DETAIL 8/A-4
Q EXISTING TO REMAIN
O FILL OPENING W/ S' CONCRETE MASONRY BLOCK 4 FILLED CELLS,
SEE DETAIL -I/A-4
9 REPLACE EXISTING SKYLIGHTS W/ NEW PLYWOOD SHEATHING I
0
NAILED TO EXISTING WOOD ROOF RAFTERS, TYPICAL ALL
SKYLIGHTS (GENERAL CONTRACTOR TO COORDINATE DEMOLITION I
W/ INSTALLATION OF NEW ROOF). NEW %' CEILING DRYWALL TO BE
INSTALLED OVER Ix FURRING STRIPS 0 16' O.G. W/ R-19 ROOF
INSULATION
10 RELOCATED IMPACT RESISTANT ASSEMBLY W/ MIAMI -DADS N.O.A.
11 WOOF CASINGS, TRIMS, 4 4' WALL BASE INCLUDED IN BID
LU
1 z PATCH ALL DAMAGED"WALLS-AS-A RESUL-�T-OF-NEUJ�WO ICAF-!,.I
13 NEW PLUMBING FIXTURES TO COMPLY W/ MIAMI-DADE ORDINANCE I
8-31 EFFICIENCY CODE 4 BATH TILES, COORDINATE WITH OWNER o
FOR SELECTIONS pr
IL
14 RELOCATED TUB, COORDINATE W/ OWNER
15 RAISED WOOD FLOOR DECK, SEE NOTE 4 FOR SHOWER STEP
1 s NEW MASONRY OPENING
1 RELOCATED WASHER 4 DRYER I
18 UPPER 4 LOWER CABINETS, COORDINATE W/ OWNER I
19 ELECTRICAL METER 4 NEW UNDERGROUND SERVICE
20 NEW LOCATION FOR NEW ELECTRICAL PANEL
21 SELF -FURRING MTL. LATH COLUMN W/ SMOOTH PLASTER PAINT
FINISH COVERING EXISTING STRUCTURAL COLUMN, WIDTH TO MATCH
WIDTH OF CONCRETE BEAM ABOVE
22 NEW MASONRY BLOCK PLANTER ON TOP OF EXISTING CONCRETE
STEPS, PROVIDE DRAINAGE WEEP HOLES
23 24' HIGH NICHE PLACED BETWEEN STUDS W/Y" CEMENTITIOUS I
BOARD FOR TILE
24 NEW AIR HANDLER
25 NEW CONDENSER UNIT ON STAND SET ABOVE FLOOD ELEVATION
2s NEW 511—L WALL IN MASONRY OPENING. SEE NOTE 1 FOR WALL TYPE 4 w
COORDINATE W/ CABINET HEIGHT 4/OR BAR COUNTER
27 SHOWER ENCLOSURE W/ CAT. 11 SAFETY GLASS, COORDINATE
LOCATION W/ CENTER OF WINDOW OPENING
28 EXISTING CUBAN TILE FLOOR TO BE PROTECTED THROUGHOUT
PROJECT
29 V GYP. BD. OVER 3-5/8" MTL. STUDS OR 2x4 STUDS e 16' O.C.. (ALL
CEILINGS TO BE FINISHED SMOOTH, TYP,)
3o NEW 2436 ATTIC ACCESS
31 APPLY FROSTED FILM TO GLAZING OF EXISTING WINDOW,
COORDINATE W/ OWNER FOR OPACITY
32 COLUMNS W/ 8" SMOOTH STUCCO OVER SELF -FURRING MTL. LATH 4
MTL. CORNER BEADS
EXISTING
DRIVEWAY
PROPERTY LINE
j.
0�'
i
i
/ EXISTING
/ DECK
i
15TING SI LE -FAMILY
ONE-5TOR OUSE
W/ 2,280 S \.
LU
SEAL
date:
7 client 0 07-07-14
Chan es
EXISTING TRENCH � 6 Comments A 04-30-14
SEPTIC SYSTEM 0 5 HRS Comments 0 01-22-14
(225 SQ. FT. ) LD
C
5'-0, 4 Permit Set 12-18-13
MIN. ZZZZZZ I -- --
� 3 Bid Set 07-10-13
2 MEP Backgrnd. 05-17-13
CZZZZZZ - ---
I 1 Approv d Design 05-09-13
Issue I Description Date
MIN, Z Z
EXISTING 900 I Project Name
GAL. SEPTIC
TANK Carver Reslde o
•
Interior
PROPERTY LINE. it. renovations
1165 NE 91st
EXISTING ONSITE -SEWAGE
SYSTEM INSTALLED IN 2013. Terrrace
PERMIT NO.: AP1119028
Miami Shores, F
PARKWAY 33138
Project Number
0162 -carver
p Drawing Title
Site plan, floor
urT
plan, & notes
1`
NE 91st TERRACE �•. ` .
..;Sheet number:
O C7
51TE FLAN n a z
N 'A-2
SCALE: I/4' =1' -0"
5
.
...... :
....................
AA26001388
VICTOR J. BRUCE
AR -0017103
310 N. E. 101st Street
Miami Shores, Florida
33138
tel: 305.310-5030
fax: 1.877.408-8280
email:
vbruce@ai- associates, net
IAll
drawings & written material
herein, as instruments of
service, shall remain the
property of AI -associates, &
shall not be reproduced or
copied, in whole or in part,
without the expressed written
consent of AI -associates, &
may not be used or
referenced for any other
project. Information
contained herein represents
I
proprietary information of
Al -associates &/or its client &
shall not be disclosed to
others. Those who use these
I
documents do so in
confidence.
Client Approval:
I have reviewed these plans &
have been given the
opportunity to ask questions
about them prior to issue.
These plans conform to our
requirements. I understand
that any modifications to
Ll!
z)
these plans will be an
additional ,service with
potential impact on
construction cost &
W(
scheduling.
accepted
IL
❑ accepted as noted
signature:
date:
7 client 0 07-07-14
Chan es
EXISTING TRENCH � 6 Comments A 04-30-14
SEPTIC SYSTEM 0 5 HRS Comments 0 01-22-14
(225 SQ. FT. ) LD
C
5'-0, 4 Permit Set 12-18-13
MIN. ZZZZZZ I -- --
� 3 Bid Set 07-10-13
2 MEP Backgrnd. 05-17-13
CZZZZZZ - ---
I 1 Approv d Design 05-09-13
Issue I Description Date
MIN, Z Z
EXISTING 900 I Project Name
GAL. SEPTIC
TANK Carver Reslde o
•
Interior
PROPERTY LINE. it. renovations
1165 NE 91st
EXISTING ONSITE -SEWAGE
SYSTEM INSTALLED IN 2013. Terrrace
PERMIT NO.: AP1119028
Miami Shores, F
PARKWAY 33138
Project Number
0162 -carver
p Drawing Title
Site plan, floor
urT
plan, & notes
1`
NE 91st TERRACE �•. ` .
..;Sheet number:
O C7
51TE FLAN n a z
N 'A-2
SCALE: I/4' =1' -0"
5
u.i
4 S INSIDE FILLED CELL,
} BOTH JAMBS
RAISED WOOD
FLOOR 'S LADDER -TYPE NOR REINF.
EVERY SECOND BLOCK COURSE.
is EXTEND 4' INTO CONC. FILLED CELL
11
/
EXISTING FOOTING
05x3'-0' DOWEL
INSIDE FILLED CELL,
EMBED 6' EPDXY
EXISTING CONC.
BEAM
05x3'-0' DOWEL
INSIDE FILLED CELL,
EMBED 6' 4 EPDXY
`-5 INSIDE FILLED CELL,
EXISTING CONC.
BOTH JAM55
BEAM
EXTEND 4' INTO CONC. FILLED CELL
RAISED WOOD
i
+5x3'-0' DOWEL
INSIDE FILLED CELL,
/' EMBED 6' 4 EPDXY
Z-
/"//1-.,.//"
{'5x3'-0' DOWEL
o •
INSIDE FILLED CELL,
EMBED 6' t EPDXY
w to
US CONCRETE LINTEL
`n �
W/ 2 So CONT, IF NECESSARY
U
U
MASONRY OPENING
0
8x8 CONCRETE SILL
. _,i
W/ 2 +5 CONT.
u.i
4 S INSIDE FILLED CELL,
} BOTH JAMBS
RAISED WOOD
FLOOR 'S LADDER -TYPE NOR REINF.
EVERY SECOND BLOCK COURSE.
is EXTEND 4' INTO CONC. FILLED CELL
11
/
EXISTING FOOTING
05x3'-0' DOWEL
INSIDE FILLED CELL,
EMBED 6' EPDXY
EXISTING CONC.
BEAM
05x3'-0' DOWEL
INSIDE FILLED CELL,
EMBED 6' 4 EPDXY
CEMENTITIOUS
FINISH
STO V
COATIt
SU6STF
LINTEL
CORNEI
CONT. I
SEALAI
ALUM.F
DOOR
PVC C
BEAD
S' CMU
SEAL
ALUM. I:
DOOR
'SHIM
CAULK
INSUL. / FURRING SPACE
TAPCONS SIZED AND
SPACED AS PER
PRODUCT APPROVAL
J-WIM SPACE (MAX.)
Ix3P.T.
1/2' GYPSUM WALLBOARD
CAULKING
1 x 4 P.T. WOOD BUCK MIN.
WIDTH TO MATCH
DOOR FRAME - SET IN
CAULK BED
ALUM. FI
DOOR
LINE OF
GEM. Flh
BEYONI
CEMENT
FINISH
GONG.
MA50NR' OFENiG DETAIL5oo INET IL
SCALE: 3/4'=l'-0' I'-0'
$TO WATERTIGHT
COATING APPLIED OVER
SUBSTRATE 4 BUCK
CEMENTITIOUS
FINISH
1 x 4 P.T. WOOD BUCK MIN.
WIDTH TO MATCH
DOOR FRAME - SET IN
CAULK BED
TAPCONS SIZED AND
SPACED AS PER
PRODUCT APPROVAL
I x P. T.
INSUL. / FURRING SPACE
1/2' GYPSUM WALLBOARD
S' CMU BEYOND
ALUM. SILL
FLR
3/4' SLAB
RECESS
TAPCON5 SIZED AND
SPACED AS PER
PRODUCT APPROVAL
I- USE A SINGLE I'M% No, OR 1'x8' 6.P. 112 P -T,
WOOD BUCK ATTACHED TO SOLID FILLED NOTE:
MASONRY WITH 21/8-1 LONG, .145'0, I. CAULK WOOD BUCK BEFORE
POWDER ACTUATED ;TINS AT 12' O.G. SETTING IN PLACE
2- USE A SINGLE I'x4% 1W, OR I'x8' S.P. 02 P.T. 2, CAULK AROUND INTERIOR
WOOD SUB -BUCK ATTACHED TO SOLID FILLED 4 EXTERIOR OF DOOR FRAME
MASONRY WITH 210LONG,.145'0, POWDER
ACTUATED PINS AT 11t' O.C.
3- USE A SINGLE 1'x4% !1 &', OR I'& S.P. 02 P.T.
WOOD SUB -BUCK ATW-HED TO SOLID FILLED
MASONRY WITH 3AVO TAPCONS AT 12' OC.,
2' MIN. EMB.
4- USE A SINGLE I'x4% !�&', OR I'x8' S.P. *2 P.T. WOOD SUB -BUCK ATTACHED TO SOLID FILLED
MASONRY WITH 3/16'0 TAPCONS AT 12' D.C., 2' MIN. EMB.
5- USE A DOUBLE I'x4'1'x6', OR I'x8' S.P. 02 P.T. WOOD SUB -BUCK ATTACHED TO SOLID FILLED
MASONRY WITH In'a If DGE ANCHORS AT 24' O.C., 4' MIN. EMB.
6- ALL OF THE OPTIONS MAY BE FURTHER MODIFIED BY ADDING A SINGLE LAYER OF 1/8',1/4', 3/8', I/2', 5/8' OR 3/4'
CDX, EXPOSURE I, P�,YW'OOD TO THE BUCK WITH 6d NAILS AT 4' O.C.
STO WATERTIGHT
COATING APPLIED,,OVER
SUBSTF
CEMEN
FINISH
LINTEL
PVC C,
BEAD
CONT.
SEALA
ALUM. L
HEAD I
PVC CORNER
BEAD
a, CMU —
SEALANT
'SHIM SPACE (MAX.)
ALUM. WINDOW
JAMB EXTRUSION
ALUM. WINDOW
FRAME
SCREEN —
PVC CORNER
BEAD
CEMENT. FIN. SEE ELEVS
FOR TRIM INFO.
PRE -CAST
GONG. SILL
STO WATERTIGHT
COATING APPLIED
OVER SUI33TRATE —�
n
TAPCONS SIZED AND
SPACED AS PER PRODUCT
APPROVAL
INSUL. / FURRING SPACE
'SHIM SPACE (MAX.)
IxP.T.
1/2' GYPSUM WALLBOARD
CAULKING
1 x P.T. WOOD BLOCKING
MIN. WIDTH TO MATCH WIND.
FRAME - SET IN CAULK
BED -SEE STRUCT.
FOR ATTACHMENT
STO WATERTIGHT
COATING APPLIED OVER
SUBSTRATE t BUCK
CEMETITIOUS
FINISH
I x P.T. WOOD BLOCKING
MIN. WIDTH TO MATCH WIND.
FRAME - SET IN CAULK
BED
TAPCONS SIZED AND
SPACED AS PER
PRODUCT APPROVAL
'SHIM SPACE
1 x P. T.
IN5UL./FURRING SPACE
1/2' GYPSUM WALLBOARD
CAULKING
4'SHIM SPACE (MAX.)
- -- v% FIN. SILL
SLOPE
— -
Ix3P.T.
Q PRECAST SILL
INSUL. / FURRING SPACE
- -- - 1/2' GYPSUM WALLBOARD
8' CMU
TAPGONS SIZED AND
- SPACED AS PER
PRODUCT APPROVAL
WINI�OUJ 1)�TAI!_
SCALE: 3 ° = I'-0'
6EILING3 DETAIL
SCALE:
DOUBLE 2x WOOD
TOP PLATE
2x WD. STUD AT 16' D.C.
1/2' GYPSUM WALL -BOARD
ON BOTH SIDES
2x WD.
SOLE PLATE
CAULK AT TOP AND BOTTOM
WD. SUB -FLOOR
EXIST. WOOD
ROOF DECK
R-19 LOOSE FILL
INSULATION
1/2' DRYWALL OVER 2x6 WD.
STUDS a 24' Or—,
INSTALL BLOCKING TO
PREVENT DEFLECTION.
PRIME 4 APPLY TWO COATS OF
FLAT INTERIOR LATEX PAINT
EXIST. 2x ROOF RAFTER,
FILL, AS REQUIRED, SAND
SMOOTH, PRIME t APPLY
TWO COATS OF FLAT
INTERIOR LATEX PAINT
3 5/8' -22 GAUGE GALV. 'C' CHANNEL TOP TRACK
ATTACHED TO SLAB W/ 1' POWDER ACTUATED FASTENERS.
AT 24' O.C. MAX.
3 5/8' -22 GAUGE METAL STUDS AT 16' O.C. MAX.
ATTACHED TO TOP AND BOTTOM TRACKS W/ 2 5CREW6
I/2' GYPSUM WALL -BOARD
ON BOTH SIDES
3 5/8' -22 GAUGE GALV. 'C' CHANNEL BOTTOM TRACK
ATTACHED TO SLAB W/ 1' POWDER ACTUATED FASTENERS.
AT 24' O.C. MAX.
CAULK AT TOP AND BOTTOM
WOOD SUB -FLOOR
0PARTITION DETAIL
SCALE: N.T.5.
.-r—r, At.eii- to r
2 T14i�ES�iO�I�
SCALE: 3' = I'-0'
WOOD DOOR
CASING TO MATCH '.EXISTING
CAULKING (TYP -w ALL WOOD POOR
CASING CORNERS.) JAMB
%—Z
I/2' GYPSUM BRD. (2) 3 5/5' CxALV. STEEL
STUDS 10 EA. JAMB
(USE TYPE 'X' WHERE (TYPICAL)
REQUIRED)
&IT NRIo7 1�00i1 JAMS
SCALE: 3' =1' -la'
h
SEAL i
AA26001388
VICTOR J. BRUCE
AR -0017103
370 N.E. 101st Street
Miami Shores, Florida
33138
tel: 305.310-5030
fax: 1-877-408-8280
email:
vbruce@ai-associates.net
All drawings & written material
herein, as instruments of
service, shall remain the
property of AI -associates, &
shall not be reproduced or
copied, in whole or in part,
without the expressed written
consent of AI -associates, &
may not be used or
referenced for any other
project. Information
contained herein represents
proprietary information of
AI -associates &/or its client &
shall not be disclosed to
others. Those who use these
documents do so in
confidence.
Client Approval:
I have reviewed these plans &
have been given the
opportunity to ask questions
about them prior to Issue.
These plans conform to our
requirements. I understand
that any modifications to
these plans will be an
additional service with
potential Impact on
construction cost &
scheduling.
C accepted
C accepted as noted
signature:
date:
5 l;lient 0 07-07-14
Chances
4 Permit Set 12-18-13
3 Bid Set 07-10-13
2 MEP Backgrnd. 05-17-13
1 Approv'd Design 05-09-13
Issue Description Date
Project Name
Carver Residence -
Interior
renovations
1165 NE 91st
Terrrace
Miami Shore , FL.
33138`,
Project Nurgber
0162 carver
,A
number:
A-3
`-5 INSIDE FILLED CELL,
BOTH JAM55
08 LADDER -TYPE HOR REINF.
EVERY SECOND BLOCK COURSE.
EXTEND 4' INTO CONC. FILLED CELL
RAISED WOOD
FLOOR
+5x3'-0' DOWEL
INSIDE FILLED CELL,
/' EMBED 6' 4 EPDXY
Z-
/"//1-.,.//"
EXISTING FOOTING
CEMENTITIOUS
FINISH
STO V
COATIt
SU6STF
LINTEL
CORNEI
CONT. I
SEALAI
ALUM.F
DOOR
PVC C
BEAD
S' CMU
SEAL
ALUM. I:
DOOR
'SHIM
CAULK
INSUL. / FURRING SPACE
TAPCONS SIZED AND
SPACED AS PER
PRODUCT APPROVAL
J-WIM SPACE (MAX.)
Ix3P.T.
1/2' GYPSUM WALLBOARD
CAULKING
1 x 4 P.T. WOOD BUCK MIN.
WIDTH TO MATCH
DOOR FRAME - SET IN
CAULK BED
ALUM. FI
DOOR
LINE OF
GEM. Flh
BEYONI
CEMENT
FINISH
GONG.
MA50NR' OFENiG DETAIL5oo INET IL
SCALE: 3/4'=l'-0' I'-0'
$TO WATERTIGHT
COATING APPLIED OVER
SUBSTRATE 4 BUCK
CEMENTITIOUS
FINISH
1 x 4 P.T. WOOD BUCK MIN.
WIDTH TO MATCH
DOOR FRAME - SET IN
CAULK BED
TAPCONS SIZED AND
SPACED AS PER
PRODUCT APPROVAL
I x P. T.
INSUL. / FURRING SPACE
1/2' GYPSUM WALLBOARD
S' CMU BEYOND
ALUM. SILL
FLR
3/4' SLAB
RECESS
TAPCON5 SIZED AND
SPACED AS PER
PRODUCT APPROVAL
I- USE A SINGLE I'M% No, OR 1'x8' 6.P. 112 P -T,
WOOD BUCK ATTACHED TO SOLID FILLED NOTE:
MASONRY WITH 21/8-1 LONG, .145'0, I. CAULK WOOD BUCK BEFORE
POWDER ACTUATED ;TINS AT 12' O.G. SETTING IN PLACE
2- USE A SINGLE I'x4% 1W, OR I'x8' S.P. 02 P.T. 2, CAULK AROUND INTERIOR
WOOD SUB -BUCK ATTACHED TO SOLID FILLED 4 EXTERIOR OF DOOR FRAME
MASONRY WITH 210LONG,.145'0, POWDER
ACTUATED PINS AT 11t' O.C.
3- USE A SINGLE 1'x4% !1 &', OR I'& S.P. 02 P.T.
WOOD SUB -BUCK ATW-HED TO SOLID FILLED
MASONRY WITH 3AVO TAPCONS AT 12' OC.,
2' MIN. EMB.
4- USE A SINGLE I'x4% !�&', OR I'x8' S.P. *2 P.T. WOOD SUB -BUCK ATTACHED TO SOLID FILLED
MASONRY WITH 3/16'0 TAPCONS AT 12' D.C., 2' MIN. EMB.
5- USE A DOUBLE I'x4'1'x6', OR I'x8' S.P. 02 P.T. WOOD SUB -BUCK ATTACHED TO SOLID FILLED
MASONRY WITH In'a If DGE ANCHORS AT 24' O.C., 4' MIN. EMB.
6- ALL OF THE OPTIONS MAY BE FURTHER MODIFIED BY ADDING A SINGLE LAYER OF 1/8',1/4', 3/8', I/2', 5/8' OR 3/4'
CDX, EXPOSURE I, P�,YW'OOD TO THE BUCK WITH 6d NAILS AT 4' O.C.
STO WATERTIGHT
COATING APPLIED,,OVER
SUBSTF
CEMEN
FINISH
LINTEL
PVC C,
BEAD
CONT.
SEALA
ALUM. L
HEAD I
PVC CORNER
BEAD
a, CMU —
SEALANT
'SHIM SPACE (MAX.)
ALUM. WINDOW
JAMB EXTRUSION
ALUM. WINDOW
FRAME
SCREEN —
PVC CORNER
BEAD
CEMENT. FIN. SEE ELEVS
FOR TRIM INFO.
PRE -CAST
GONG. SILL
STO WATERTIGHT
COATING APPLIED
OVER SUI33TRATE —�
n
TAPCONS SIZED AND
SPACED AS PER PRODUCT
APPROVAL
INSUL. / FURRING SPACE
'SHIM SPACE (MAX.)
IxP.T.
1/2' GYPSUM WALLBOARD
CAULKING
1 x P.T. WOOD BLOCKING
MIN. WIDTH TO MATCH WIND.
FRAME - SET IN CAULK
BED -SEE STRUCT.
FOR ATTACHMENT
STO WATERTIGHT
COATING APPLIED OVER
SUBSTRATE t BUCK
CEMETITIOUS
FINISH
I x P.T. WOOD BLOCKING
MIN. WIDTH TO MATCH WIND.
FRAME - SET IN CAULK
BED
TAPCONS SIZED AND
SPACED AS PER
PRODUCT APPROVAL
'SHIM SPACE
1 x P. T.
IN5UL./FURRING SPACE
1/2' GYPSUM WALLBOARD
CAULKING
4'SHIM SPACE (MAX.)
- -- v% FIN. SILL
SLOPE
— -
Ix3P.T.
Q PRECAST SILL
INSUL. / FURRING SPACE
- -- - 1/2' GYPSUM WALLBOARD
8' CMU
TAPGONS SIZED AND
- SPACED AS PER
PRODUCT APPROVAL
WINI�OUJ 1)�TAI!_
SCALE: 3 ° = I'-0'
6EILING3 DETAIL
SCALE:
DOUBLE 2x WOOD
TOP PLATE
2x WD. STUD AT 16' D.C.
1/2' GYPSUM WALL -BOARD
ON BOTH SIDES
2x WD.
SOLE PLATE
CAULK AT TOP AND BOTTOM
WD. SUB -FLOOR
EXIST. WOOD
ROOF DECK
R-19 LOOSE FILL
INSULATION
1/2' DRYWALL OVER 2x6 WD.
STUDS a 24' Or—,
INSTALL BLOCKING TO
PREVENT DEFLECTION.
PRIME 4 APPLY TWO COATS OF
FLAT INTERIOR LATEX PAINT
EXIST. 2x ROOF RAFTER,
FILL, AS REQUIRED, SAND
SMOOTH, PRIME t APPLY
TWO COATS OF FLAT
INTERIOR LATEX PAINT
3 5/8' -22 GAUGE GALV. 'C' CHANNEL TOP TRACK
ATTACHED TO SLAB W/ 1' POWDER ACTUATED FASTENERS.
AT 24' O.C. MAX.
3 5/8' -22 GAUGE METAL STUDS AT 16' O.C. MAX.
ATTACHED TO TOP AND BOTTOM TRACKS W/ 2 5CREW6
I/2' GYPSUM WALL -BOARD
ON BOTH SIDES
3 5/8' -22 GAUGE GALV. 'C' CHANNEL BOTTOM TRACK
ATTACHED TO SLAB W/ 1' POWDER ACTUATED FASTENERS.
AT 24' O.C. MAX.
CAULK AT TOP AND BOTTOM
WOOD SUB -FLOOR
0PARTITION DETAIL
SCALE: N.T.5.
.-r—r, At.eii- to r
2 T14i�ES�iO�I�
SCALE: 3' = I'-0'
WOOD DOOR
CASING TO MATCH '.EXISTING
CAULKING (TYP -w ALL WOOD POOR
CASING CORNERS.) JAMB
%—Z
I/2' GYPSUM BRD. (2) 3 5/5' CxALV. STEEL
STUDS 10 EA. JAMB
(USE TYPE 'X' WHERE (TYPICAL)
REQUIRED)
&IT NRIo7 1�00i1 JAMS
SCALE: 3' =1' -la'
h
SEAL i
AA26001388
VICTOR J. BRUCE
AR -0017103
370 N.E. 101st Street
Miami Shores, Florida
33138
tel: 305.310-5030
fax: 1-877-408-8280
email:
vbruce@ai-associates.net
All drawings & written material
herein, as instruments of
service, shall remain the
property of AI -associates, &
shall not be reproduced or
copied, in whole or in part,
without the expressed written
consent of AI -associates, &
may not be used or
referenced for any other
project. Information
contained herein represents
proprietary information of
AI -associates &/or its client &
shall not be disclosed to
others. Those who use these
documents do so in
confidence.
Client Approval:
I have reviewed these plans &
have been given the
opportunity to ask questions
about them prior to Issue.
These plans conform to our
requirements. I understand
that any modifications to
these plans will be an
additional service with
potential Impact on
construction cost &
scheduling.
C accepted
C accepted as noted
signature:
date:
5 l;lient 0 07-07-14
Chances
4 Permit Set 12-18-13
3 Bid Set 07-10-13
2 MEP Backgrnd. 05-17-13
1 Approv'd Design 05-09-13
Issue Description Date
Project Name
Carver Residence -
Interior
renovations
1165 NE 91st
Terrrace
Miami Shore , FL.
33138`,
Project Nurgber
0162 carver
,A
number:
A-3
SOIL STATEMENT:_
FOUNDATION SYSTEM CONSISTS OF SHALLOW SPREAD
FOOTINGS BEARING ON SAND t ROCK
ALLOWABLE SOIL BEARING PRESSURE USED IN THE
DESIGN OF FOOTINGS IS 2000 PSF.
ENGINEER OF RECORD WILL SUBMIT A SIGNED AND
SEAL LETTER TO THE BUILDING OFFICIAL ATTESTING
THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION
CONDITIONS AREA SIMILAR TO THOSE UPON WHICH THE
DESIGN IS BASED.
NOTES:
1. TERMITE TREATMENT OF SOILS UNDER SLAB ON
GRADE SHALL BE PERFORMED BEFORE POURING SLAB.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
TERMICIDES OR OTHER APPROVED METHODS OF TERMITE
PROTECTION LABELED AS A PREVENTIVE TREATMENT TO
NEW CONSTRUCTION
FOUNDATION/GROUND FLOOR PLAN
SCALE:
STEEL COLUMN SCHEDULE
MARK
DESCRIPTION
BASE
TOP
ANCHORS
ANCHORS
Z0)
PLATE
PLATE
AT BASE
AT TOP
TS 3' X 3' X 1/4'
PL 12' X 10' X 10'
PL 5/8' X 4' X 10
4-1/240 WEDGE ANCHORS
2-3/4'4x5' WEDGED ANCHORS
SI LOADS P.S.F.
WOOD FLOOR
DEAD 26
LIVE 40
LEGM:
EXISTING 8' CMU. WALL
NEW 8' CMU WALL
NEW CONC. COLUMN OR TIE COLUMN
CONC. COLUMN FINISHED
ETB EXIST. TIE BM
EBM EXIST. CONC. BM
t;8 EXIST. STEEL COL
F-0 EXIST. WALL FTG
STRUCTURAL DOTES
I. FOUNDATION:
FOUNDATION SYSTEM CONSISTS OF SPREAD FOOTINGS DESIGNED FOR AN
ALLOWABLE SOIL BEARING PRESSURE OF 2000P6F. SEE SHEET 5-1
2. GENERAL:
A. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA
BUILDING CODE, 2010 EDITION, ASCE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS,
THE ACI 318-08 BUILDING CODE, AND ALL APPLICABLE FEDERAL, STATE AND
LOCAL ORDINANCES.
B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES
AFFECTING NEW CONSTRUCTION BEFORE COMMENCING ANY WORW, ANY
VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMENSIONS FROM THOSE SHOWN IN
THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECTM4GINEER FOR
DETERMINING THE NEED OF REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF
SHOP WORKING DRAWINGS FOR REVIEW.
C. THESE DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, AIR
CONDITIONING, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED
SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, RE6LETS, BOLT
SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTEN-
TION OF ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK
D. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID
DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED
DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHI-
TECT/ENGINEER. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED
TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT/ENGINEER.
E. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUC-
TION DOCUMENTS WITH THE REVISED DRAWINGS AND SPECIFICATIONS, FIELD
ORDERS, CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE
COURSE OF CONSTRUCTION.
F. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECI-
FICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COM-
PLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN
OR NOTED FOR SIMILAR CONDITIONS.
G. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PRO-
PERTY, STRI.ICTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL
BUILDING DEPARTMENT.
H. BACKFILL AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED
UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR
SYSTEMS. DO NOT PROCEED WITH BACKFILL UNTIL (1) DAYS AS A MINIMUM AFTER
THE COMPLETION OF INTERIOR FLOOR SYSTEM UNLESS WALLS ARE ADEQUATELY
BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPEC-
TION OF WATERPROOFING WHERE WATERPROOFING OCCUR
I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCU-
MULATED WATER FROM EXCAVATIONS AND DEWATERING OPERATIONS IN SUCH A
WAY AS TO NOT CAUSE INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUC-
TURAL ELEMENTS.
3. CONCRETE:
A. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-02
'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.'
B. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI.
C. FORMWORK SHALL COMPLY WITH AGI 341-W, ' RECOMMENDED
PRACTICE FOR CONCRETE WORK'
D. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
COMMENCEMENT OF ANY CONCRETE WORK
E. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE.
F. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PER-
FORM CONCRETE CYLINDER TESTS AS FOLLOWS: FOUR CYLINDER TESTS FOR ANY
50 CUBIC YARDS OF CONCRETE POURED, OR THREE CYLINDER TESTS PER ANY DAY'S
POUR LESS THAT 50 CUBIC YARDS, ONE CYLINDER SHALL BE TESTED AT i DAYS AND
TWO AT 28 DAYS.
G. TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY
WITH ACI 301-%.
8. WOOD FRAMING:
A. WOOD FRAMING MEMBERS SHALL BE 02 SOUTHERN PINE
WITH A FIBER BENDING STRESS AS PER NDS.
B. SIZES SHOIIN ARE NOMINAL.
C. MEMBERS SHALL BE FREE OF CRACKS AND KNOTS.
D. MOISTURE CONTENT SHALL BE 1'5% OR LESS.
IW PRESSURE -TREATED WOOD SHALL BE USED ONLY WHERE SPECIFALLY NOTED IN
THE DRAWINGS. NO FRAMING MEMBER SHALL BE OF PRESSURE -TREATED WOOD,
UNLESS OTHERWISE NOTED.
NEW 3/4' 'CDX'
PLYWOOD SHEATHING
W/ 10d NAIL5 m 6'
NEW 2 x 10 a 16' WD JOISTS
SYP ''2 DENSE
NEW 3/4' 'CDX'
PLYWOOD SHEATHING
W/ 10d NAIL5 0 (o'
NEW 2 x 10 0 16' WD JOISTS
SYP 12 DEN5E--------
SECTION 3
3/ = -0
t
WRITTEN DIMENSIONS ON THESE DRAWINQS SHALL HA
PRECEDENCE OVER SCS DIMENSIONS. CONTRACTORS
SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMEN3IC)t+iS
AND CONDITIONS ON THE JOS AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS
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