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GENERAL NOTES
I. All work shall be in accordance with the requirements of
the South Florida Building Code, zoning requirements and
other applicable municipal requirements.
2. Before performing any work or ordering any materials,
the contractor shall verify all dimensions and conditions of
any existing and new work and shall be responsible ror
their accuracy. Any differences found shall be submitted
to the architect or engineer for verification before
proceeding with work
3. The architect shall not be responsible ror any
deviations from these drawings 35 dated on this sheet,
4, The AIA General Gonditions, the Supplementary General
Conditions, and General Requirements shall be considered
an inclusive part or these specifications and or drawings.
All subcontractors, as well as the general contractor, shall
be governed by all applicable sections of these
documents with reference to their respective areas of
work IL shall be the responsibility of the general
contractor to advise his subcontractors and suppliers of
the requirements.
5. The general contractor shall be held to have examined
the site with respect to all existing Field conditions and
to have fully examined the complete set or architectural
drawings as prepared by others, and shall be responsible
for the coordination and insertion of this. drawing set, as is
included as part of the original drawings package.
6.rne general contractor shall locate all general reference
points and take ordinary precautions to prevent their
disruption. Each prime subcontractor shall be responsible
for all lines, elevations, measurements and others as may be
required of and for his work. He shall be responsible for
verifying all Figures and details shown on the drawings
which relate to his work, prior to laying out the work Ne
shall be held respons )dle for any error resulting from his
failure to take such precautions.
1. Divisions of the work for subcontracting purposes shall
be as per the general contractor's direction.
S ITE- PLAN ce-ri ! I i and P i. t
3. R shall be the responsiblity of all the subcontractors to
have examined and reviewed the complete set of working
drawings and /or specifications and to provide all labor
and material for their respective area to work for a
complete and finished installation in compliance with the
intent of the drawing and /or specifications, whether it is
indicated or not, All work whether indicated or not, shall
be in compliance with all 'building codes and ordinances.
which are applicable to the project.
S. 'Subcontractors shall cooperate with each other and
with the general contractor to provide material and labor
that are necessary in each other's work at the proper times
so that the construction schedule is not affected. This
interfacing shall be the responsiblity of the
subcontractors whose work is affected 65 such
10. All work shall be perrormed by qualified conctractors
in strict acccordance with manufacturer's specifiactions.
IL Product manufacturers indicated in schedule and or
plans were selected based on quality, style, size,
color,etc..,and are not intended to restrict competitive
bidding. Products 'equal to intended to be used as
substitutes are subject to the architect's approval in
writting prior to product installation.
12. This drawing package is based on documents,
specifications and related information provided by
owner /tenant and /or owner /tenant's agent.
13. The design information indicated on plans is intended
to be a complete and workable system in accordance with
all product manufacturer's specifications, existing and /or
proposed, building design, field conditions, etc. All
miscellaneous materials , parts, design dimensions, whether
indicated on plans or not, shall be included as part of this
drawing package.
!4. Architect shall be notifled prior to startup of
construction , should existing field conditions vary from
drawings by greater than 2'.
ITtr lob i� .Hp2- t_I,}r� t1R Y
ALL 1 K Td D -
pie- 11 A r? E 4
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1 2�. - 1
EX ISj,
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MkTU1 1sT
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15. The general contractor or subcontractor shall be
He responsible For the removal and disposal or all
materials and items commonly refered to as 'debris'
or determined by the architect as refuse.
6. The general contractor Sha have had made all .
required provisions For the removal of debris from the
site! having charges, dumping Fees, etc.., In his original
bid submission.
IT Remove any other item or construction as required
to accomplish all new work and/or revision work to
existing areas as shown or described elsewhere in the
contract documents.
13. The general contractor, s hall provide and install
signage, barricades, Fencing; lighting, etc. as required
For the prevention or personal injuries to the owners, its
employees, representatives, clientele, or others within
the areas of construction.
19. Protective devices to be installed shall comply with
the requirements of all local, state and national
governing codes, the building owner guidelines, and
other governing forms of authority. The general
contractor shall take oridinary precautions to prevent
their disruption during the course of work.
20. General contractor shall take ordinary precautions to
secure and protect materials to be relocated or
warehoused.
2L Prior to the start of any. work, the contractor shall
secure all permits, liserses, utility connection confirmations,
governmental approvals, etc., necessary for Full completion
or the project.
Ex1tiT.
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FRANCIS LYN
DESIGNSTUDIO
14 NE FIRST AVENUE, SUITE 1208
MIAMI, FLORIDA 33132 - 2408
T 3 0 5. 3 7 4. 3 3 4 3
F 3 0 5. 3 7 7, 3 4 1 3
E felyn@ ix.netcom.com
V
DATE
JUNIr12, 2000
REVISIONS
PROJECT #
00 -0501
TITLE:
SITE PLAN
FLOOR PLAN
SCHEDULES
SHEET 1
FLUh'EING IXTUfiRE SCI- 1EDULE
SYMBOL
FIXTURE TYPE
TRAP
SIZE
C
tl.W.
DESCRIPTION
WATER CLOSET
3'
1/2'
-
d
LAVATORY .
I
1/2'
1/2"
>C<
BATH TUB
2'
1/2'
1 "
lll/ ANTI -SCALD vALvES
SNOU/ER
2'
1 %'
1/2'
u1/ ANTI -SCALD vALvES
HVAC DESIGN REQUIRES:
YES
NO
Ducj Smoke Detector ,
Fire Damper(s)
Smoke Damper(s)
Fire Rated Enclosure
Fire Rated Roof Ceiling Assembly
Fire Stopping
Smoke Control
TYPE : SQUARE 'D' or APPROVED EQUAL
SERVICE
VOLTAGE : 240/120 V 1 - 3 W.
MOUNTING : SURFACE
EXIST FANEL
MAIN BUS : 150 AMPS
NEUTRAL. : 150 AMPS
MAINS 150 AMPS
AIC 10000
AMPS
60
30
25
20
20
15
V
15
15
POLES TOTAL COND WIRE
VA. SIZE+
2 10000 1'
2 5000 3/4'
1500
600
4500 1/2
600
600
1/2'
1/2'
1/2'
1/2'
1/2'
6 A/C 41-1U -1
10 DRYER
10 WATER HTR
12 RECEP OUT -CFI
14 GEN LT 4 RECEP
14
14
WASHER
REMARKS
NEW GEN LT 4 RECEP 21
NEW GEN LT 4 RECEP 29
SPACE
DEMAND LOAD : 28800 WATTS ■ 124 AMPS
CKT.
NO.
11
13
15
11
19
21
23
25
31
1
3
5
1
9
33
35
31
39
NO.
6 1 A/C COl'11
8 JY
12
4
10 DISHWASHER
14 SMALL APPL.
16 SMALL APPL.
18 REFRIGERATOR
Z GEN LT • RECEP
22
24
26
28
v v
'NO--
30
32
34
36
38
40
2 1 RANGE
REMARKS
BATH GFt RECEPTACLE 12
NEW CLc FAN
SPACES
FEEDER 2 • 1/0 AND 1 •2 TI-R N
M M' cOND.
FED FROM : SERVICE.
WIRE CON( TOTAL OLES AMPS
SIZE+ VA.
6 1' 12000 2
8 3/4' 6200
12 1/2' 1200
12 1/2'
12 1/2'
12 1 /2'
14
12
1/2' 600
112' 600
1/2' 600
1
1
50
20
20
1500 1 20
1500 1 20
1500 I 20
15
20
ELECTRICAL
METER
PROVIDE
2' CQND. TO --�
POWER COMP.
1
KITCHEN OR
BATHROOM
L IGNT.
2 • I/O AND 1 •2 THuN
IN RV GOND.
SWITCH LEG.
SWITCH
150 AMPS
BRK
NEMA 3R
2 • I/O AND I •2 TliuN
IN Ili' COND.
I • 6 CU (GRD PER NEC.)
PROVIDE TWO 5/8' X 10' COPPER CLAD
GROUNDING ROD TO A 3/4' COPPER
WATER PIPE STUB -OUT
EXIST ELECTRICAL RISER rD IA RAI I NTS.
SMOKE DETECTOR
120 V.
LINE BIDE
OF SWITCH
PHASE CONDUCTOR
NOTE:
SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE)
TO A NON- SWITCHABLE KITCI -!EN OR HATHROOM LIGHTING
CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE
CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT
CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN
EACH UNIT SHALL BE INTERCONNECTED.
SMOKE [DETECTOR
CONNECTION [DETAIL NTS.
GENERAL
PLUMBINCz NOTES
PROVIDE (FURNISH AND INSTALL) ALL NECESSARY
MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL
PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS AND
HEREIN SPECIFIED. INSTALL IN ACCORDANCE WITH THE
SOUTI.4 FLORIDA BUILDING CODE AND LOCAL ORDINANCE.
SCOPE OF WORK:
PROVIDE THE FOLLOWING COMPLETE SYSTEMS:
A. SANITARY COLLECTION
B. DOMESTIC HOT AND COLD WATER
C. AIR CONDITIONING CONDENSATE.
PAY FOR ALL FEES, INSPECTIONS AND CONNECTION
CHAFES REQUIRED.
VERIFY AT JOB SITE SPACE CONDITIONS, DIMENSIONS
WITH PIPE, FIXTURES, AND EQUIPMENT SIZE PRIOR TO
FABRICATION OR INSTALLATION, COORDINATE REQUIREMENTS
TO AVOID INTERFERENCE WITH OTHER TRADES.
SUBMIT SHOP DRAWINGS FOR ARCHITECT/ ENGINEER
APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR
INSTALLATION OF EQUIPMENT AND MATERIALS.
GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM
DATE OF ACCEPTANCE.
NOTEOL
- MINItfiUM SIZE ot~ ALL hLLIMHING DRAIN LIN#
BELLOW t =Loofa 2 INCH
- 2' DkAtN 4 LE66 �' h1=I`2 foot �Loiat
3' DRAIN 4 NIcxN 1Q " t ' I= dot SLt
514
150 AMPS
ELECT PANEL
SLU Ifj4 pLII-4.
1
�) V211
, ,14,1/4141./pr
....., 440(4 To sox
r
E_
/i f l: rz
South Florida Building Code
Section 4901.4(c)
Exception: Group I only
L T
rLAH / H VA P LAN
SANITARY 1R1SE N.T.S
PROVIDE ANTI -SCALD VALVES AT
BATH TU13 AND SHOWER
3' a 1/8' SLOPE
CONNECT TO EXIST
SANITERY LINE
r
F R A N C I S L Y N
D E S I G N S T U D I O
14 NE FIRST AVENUE, SUITE 1208
MIAMI, FLORIDA 33132 - 2408
T 3 0 5. 3 7 4. 3 3 4 3
F 3 0 5. 3 7 7, 3 4 1 3
E felyn@ ix.netcom.com
DATE
JUNE12, 2000
REVISIONS
PROJECT #
00 -0501
0
TITLE:
MEP DRAWINGS
SHEET 2
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FRANCIS LYN
D E S I G N S T U D I O
14 NE FIRST AVENUE, SUITE 1208
MIAMI, FLORIDA 33132 - 2408
T 3 0 5. 3 7 4. 3 3 4 3
F 3 0 5. 3 7 7. 3 4 1 3
felyn@ix.netcom.com
DATE
JUNE12, 2000
REVISIONS
PROJECT it
00 -0501
SHEET 3
TITLE:
INTERIOR ELEVATIONS
DETAILS
is
BILL OF MATERIALS
ITEM#
DESCRIPTION
SIZE
REMARKS
.- .fV f7( a ) d - In ∎O -• CU CU CD
I=1 C% f=t AAFf -�
77 7 7774 ?t /ft/f v
I FRAME (HEADER, SILL & JAMB)
1.75' x 6,00'
SOLID MAHOGANY
EXTERIOR GLASS STOP
1.69' x 1.13'
SOLID MAHOGANY
INTERIOR GLASS STOP
1. 00' x 0,50'
SOLID MAHOGANY
ALTERNATE INT. GLASS STOP
1.50' x 0.50'
SOLID MAHOGANY
FRAME (ARCH & ELLIPTC HEADER:
1.75' x 6,00'
LAMINATED MAHOGANY
FRAME (ARCH & ELLIPTC JAMB)
1.75' x 6.00'
SOLID MAHOGANY
FRAME (MULL, HEADER I SILL)
1. 75' x 6.00'
SOLID MAHOGANY
(X2) STEEL STRAP
0, 13' x 1. 22'
ASTM A36 STEEL
MULLION STEEL REINFORCEMENT
0.63' x 4,00'
ASTM A36 STEEL
ANNEALED IMPACT GLASS
9/16' NOMINAL
GLASSLAM SAFETY PLUS II
HS IMPACT GLASS
9/16' NOMINAL
GLASSLAM SAFETY PLUS II
TEMPERED IMPACT GLASS
9/16' NOMINAL
GLASSLAM SAFETY PLUS II
MANUFACTURER:
Sabana
Windows
6157 NW 167TH STREET
UNIT F -25
MIAMI LAKES, FLORIDA
33015
PH.1(305) 825 -1045
FAX 825 -3805
PRODUCT:
Mahogany
Impact
Glazing Fixed
Window
Engineering:
TcngQIt ,htr.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, Fi. 33313
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
FEB 1 2 2004
Engineer. Seal
Pedro De Figueiredo
PE 52609
Date: 2/7/04
Scale: NA
Design by: PPMF
Miami Dade Office:
Drawing Number
04-035
Sheet
7 of 7
u)
N to
-: N
-�
t � I
—1 0.938
WD5- SOLID MAHOGANY
FRAME JAMB
WD1- SOLID MAHOGANY
FRAME HEADER, JAMB OR SILL
. 1.000 4_ 1.250
WD4- LAMINATED MAHOGANY
ARCH FRAME HEADER
U
1,000 1.250 I 2.438
4.063
4,063
2.438
3.125
3,125
3125
3,125
WD6- S ❑LID MAHOGANY
FRAME MULLION, HEADER & SILL
ON DOUBLE WINDOWS
. 1.000�
-I- -7
1.00
1.000
ST2- STEEL POST
MULLION REINF,
5/8X4 STEEL REINF,
POST WELDED TO TOP
& BOTTOM BASE PLATES
FRAMING COMPONENTS
5/8 -4X8 STEEL
BASE PLATE
-I 1.000
WD3- SOLID MAHOGANY
INTERIOR GLAZING STOP
{-- L5 --
0
0
to
0
WD3A- SOLID MAHOGANY
INTERIOR GLAZING STOP
WD2- SOLID MAHOGANY
EXTERIOR GLAZING STOP
(X2) 1/4'X4' E70
FILLED WELD
(8X) 1/2' HOLES
1,220
0
M
o
MULLION BASE PLATE CONNECTIONI
WOOD (G>=,55)1 (8) 3/8'-12 SCREWS
W/ 1 1/2' EMBEDMENT
CONCRETE (> =2000 PSI)' (8) 3/8'
WEDGE BOLTS W/ 1 1/2' EMBEDMENT
#6X1 1/4' DRY WALL
SCREWS AT 6' ❑C
ST1- STEEL STRAP
ARCH WINDOW STRAP TO JAMB
MAXIMUM FW x FH
MAXIMUM GLAZING DLO!
FAX: (305) 825 -3805
MAXIMUM DLO
GLASS TYPE
WIDTH
HEIGHT
WIDTH
HEIGHT
48
122
43 3/8
117 3/8
B & C
36
122
31 3/8
117 3/8
A, B & C
48
72
43 3/8
67 3/8
A, B & C
60
58, 5
55 3/8
53 3/8
A, B & C
A- (2) 1/4' GLASS ANNEALED WITH 1/8' SP II INTERLAYER.
B- (2) 1/4' GLASS HEAT STRENGTHENED WITH 1/8' SP II
INTERLAYER.
C- (2) 1/4' GLASS TEMPERED, WITH 1/8' SP II INTERLAYER.
MANUFACTURER:
Sabana
Windows
6157 NW 167TH STREET
UNIT F -25
MIAMI LAKES, FLORIDA
33015
PH. I (305) 825 -1045
FAX: (305) 825 -3805
PRODUCT:
Mahogany
Impact
Glazing Fixed
Window
Engineering:
lit Q a ,Jnc.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, FI. 33313
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
FEB 1
2004
Engineer Seal
Pedro De Figueiredo
PE 52609
Date: 2/7/04
Scale: NA
Design by: PPMF
Miami Dade Office:
Drawing Number
04 -035
Sheet
c .. 0 - 7
SINGLE RECTANGULAR WIND ❑W
TYPICAL GLAZING DETAIL
#12X2' WOOD SCREWS
SPACED AT 8' OC
c
co
48X1 3/4' WOOD SCREWS
SPACED AT 8' ❑C
co
1
in
N
• `
co
Q
W
i
ARCH & ELLIPTIC WINDOWS
TYPICAL GLAZING DETAIL
WD2
WD2
GLASSLAM SAFETY PLUS II
IMPACT LAMINATED GLASS WITH 1 3/4'
PERIMETER PET FLAP EXTENDING 1/2'
INTO SPII INTERLAYER, CONSISTED OF
(2) 1/4' GLASS (ANNEALED, HEAT
STRENGTHENED OR TEMPERED), WITH 1/8'
SP II INTERLAYER.
WD3A
1/16' BEAD
OF SEALANT
1/16' BEAD
OF SEALANT
412X2' WOOD SCREWS
SPACED AT 8' DC
WD1
In
WD1
In
� - GLAZING METH ❑D+
THE GLASS WAS GLAZED WITH SILICONE
BEDDING WHICH WAS 1 1/8' WIDE USING DOW
CORNING 995 SILIC ❑NE STRUCTURAL ADHESIVE
ON GLASS STOP AND 3/4' UNDER THE GLAZING
STOP, THE GLASS WAS PLACED WITH PET FILM
EXTENDING 3/4' UNDER THE GLAZING STOP.
GLASSLAM SAFETY PLUS II
IMPACT LAMINATED GLASS WITH 1 3/4' PERIMETER
PET FLAP EXTENDING 1/2' INTO SPII INTERLAYER,
CONSISTED OF
(2) 1/4' GLASS (ANNEALED, HEAT STRENGTHENED
OR TEMPERED), WITH 1/8' SP II INTERLAYER.
WD3 #8X1 3/4' WOOD SCREWS
SPACED AT 8' ❑C
O
In
co
'.D
in
co
GLAZING METHOD
THE GLASS WAS GLAZED WITH SILICONE
BEDDING WHICH WAS 1 1/8' WIDE USING DOW
CORNING 995 SILICONE STRUCTURAL ADHESIVE
ON GLASS STOP AND 3/4' UNDER THE GLAZING
STOP. THE GLASS WAS PLACED WITH PET FILM
EXTENDING 3/4' UNDER THE GLAZING STOP.
s
DOUBLE RECTANGULAR WINDOW
TYPICAL GLAZING DETAIL
#8X1 3/4' WOOD SCREWS
SPACED AT 8' OC
N
11
WD2
GLASSLAM SAFETY PLUS II
IMPACT LAMINATED GLASS WITH 1 3/4'
PERIMETER PET FLAP EXTENDING 1/2'
INTO SPII INTERLAYER, CONSISTED OF
(2) 1/4' GLASS (ANNEALED, HEAT
STRENGTHENED OR TEMPERED), WITH 1/8'
SP II INTERLAYER.
WD3 #8X1 3/4' WOOD SCREWS
SPACED AT 8' OC
J
/GLAZING METHOD'
THE GLASS WAS GLAZED WITH SILICONE
BEDDING WHICH WAS 1 1/8' WIDE USING DOW
CORNING 995 SILICONE STRUCTURAL ADHESIVE
ON GLASS STOP AND 3/4' UNDER THE GLAZING
STOP. THE GLASS WAS PLACED WITH PET FILM
EXTENDING 3/4' UNDER THE GLAZING STOP.
1/16' BEAD
OF SEALANT
co
MANUFACTURER:
Sabana
Windows
6157 NW 167TH STREET
UNIT F -25
MIAMI LAKES, FLORIDA
33015
PH, 1 ( 305) 825 -1045
FAX: ( 305) 825 -3805
PRODUCT:
Mahogany
Impact
Glazing Fixed
Window
Engineering:
lEngQu .J Itw.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, Fl. 33313
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
FEB 1 2 2004
Engineer Seal
Pedro De Figuetredo
PE 52609
Date: 2/7/04
Scale: NA
Design by: PPMF
Miami Dade Office:
Drawing Number
04 -035
Sheet
c _C -7
J
DOUBLE RECTANGULAR FIXED WINDOW
1/4' TAPCONS
5' FROM JAMBS ENDS,
7' FROM MULLION ENDS AND
12' OC IN TWO ROWS W/
MIN, 1 1/2' EMBEDMENT
INTO WOOD OR CONCRETE
1/4' TAPCONS
5' FROM JAMBS ENDS,
7' FROM MULLION ENDS AND
12' OC IN TWO ROWS W/
MIN. 1 1/2' EMBEDMENT
INTO WOOD OR CONCRETE
MULLION CONSTRUCTION'
MULLION WAS FORMED BY USING A 5/8X4' STEEL PLATE IN
BETWEEN TWO WD6 SHAPES. DOW 995 SILICONE TO BE
APPLIED TO THE SURFACE OF EACH WD6 RECESS. THE TWO
WD6 SHAPES WERE FURTHER JOINED BY USING 1/4X2' WOOD
SCREWS STARTING AT 5' FROM ENDS AND 14' OC,
11 111IMM1
1/4X2' WOOD SCREWS
5' FROM ENDS AND 14' DC—
#8X1 3/4' FHWS
SPACED AT 8' OC
WD3
WD3
5/8X4 STEEL REINF,
FULL LENGTH
#8X1 3/4' FHWS
SPACED AT 8' ❑C
WD2-f
WD2
WD6
MAX.
1/4'
SHIM
r
Q
N
11�;1111a `1;.d�1t1�
- 2 5/16'
w w
p Z
W
•
A
SEE SHEET 7
ir FOR MULLION
ANCHORAGE DETAIL
U-
cu
Cu
MICO
r
438' DLO ----
48
1
J
432' DLO- -
48
DOUBLE RECTANGULAR FIXED WINDOW
(5) #12X3 PH
WOOD SCREWS
CORNER CONSTRUCTI
BUTT JOINED WITH JAMB MEMBER
RABBITED TO 1 1/8'. GLUE WAS
APPLIED TO EACH CORNER AND
JOINED WITH (5) #12X3 PHWS
NOTCH JAMB
1 3/4' TO
FIT SILL
N
U)
J
VC)
3' EDGE
DISTANCE
WD2
1/4' TAPCONS
7 1/4' FROM ENDS AND
11' DC WITH MIN, 1. 1/2'
— EMBED. INTO WOOD DR CONCRETE
SQUARE & RECTANGULAR FIXED WINDOW
• • f
v
�(/)
WD1
1/4' TAPCONS
7 1/4' FROM ENDS AND
11' OC WITH MIN, 1 1/2'
EMBED, INTO WOOD OR CONCRETE
WD3A
VD2
SQUARE FIXED WINDOW
1,1��.111l1�Yj11t: ;I.i.
WD1
MAX
1/4'
SHIM
2 5/16' --
552' DLO
60' MAX.
emw
w
I-
w
U
z
A ❑
Z% U
o✓ ❑
z.
N Uz )
ZE =D
❑ In H ~
a. Ii 3 Z
• ❑U
` r te •
o LJ
(2) #12X3 PH
WOOD SCREWS
438'
48
RECTANGULAR RECTANGULAR FIXED WINDOW
CORNER CONSTRUCTIONI
BUTT JOINED WITH JAMB MEMBER
RABBITED TO 1 1/8'. GLUE WAS
APPLIED TO EACH CORNER AND
JOINED WITH (2) #12X3 PHWS
NOTCH JAMB
1 3/4' TO
FIT SILL
Sabana
Windows
6157 NW 167TH STREET
UNIT F -25
MIAMI LAKES, FLORIDA
33015
PH, 1 (305) 825 -1045
FAX; (305) 825 -3805
PRODUCT:
Mahogany
Impact
Glazing Fixed
Window
Engineering:
'1Eng
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, Fl. 33313
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
FEB 1 2904
Engineer Seal
Pedro De Ftguetredo
PE 52609
Date: 2/7/04
Scale: NA
Design by: PPMF
Miami Dade Office:
Drawing Number
04 -035
Sheet
4 of 7
1/4' TAPCDNS
5' FROM ENDS AND
14' OC IN TWO ROWS
MIN. 1 1/2' EMBEDMENT
INTO WOOD OR CONCRETE
WD4
1/4' TAPCONS
6' FROM CORNER AND
12' OC IN TWO ROWS
MIN, 1 1/2' EMBEDMENT
INTO WOOD OR CONCRETE
ARCH FIXED WINDOW
o U
• 0
-0 • +a
d
v
L
U
WD3
WD2
ARCH STRAP CONSTRUCTION
ARCH AND JAMBS ARE MITER CUT,
GLUE AND STRAPPED W/ (2) ST1,
STEEL STRAPS ARE ATTACHED TO
WOOD FRAMING WITH #6X1 1/4'
DRY WALL SCREWS
WD5
SECTION WITH
12' LONG ST1
#6x1 1/4' dry wall
screws at 6' oc
i:ll .
ii 1 VVA A S S ,,
MAX,
1/4'
SHIM
2 5/16' --
v„ 0
• 3
X U
■D 0
N U
3
❑F-
z
`
ceF..U
Z 4 UJ 0
(3
0
¢ OG • - 4
o!
. U.4 .
. z 12
Nt E1-4
(3) #12X3 PH
WOOD SCREWS
ARCH FIXED WINDOW
CORNER CONSTRUCTION'
BUTT JOINED WITH JAMB MEMBER
RABBITED TO 1 1/8'. GLUE WAS
APPLIED TO EACH CORNER AND
JOINED WITH C3) #12X3 PHYS
NOTCH JAMB
1 3/4' TO
FIT SILL
Sabana
Windows
6157 NW 167TH STREET
UNIT F -25
MIAMI LAKES, FLORIDA
33015
PH. 1 (305) 825 -1045
FAX: (305) 825 -3805
PRODUCT:
Mahogany
Impact
Glazing Fixed
Window
Engineering:
Eng(a /Inc.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, Fl. 33313
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
FEB 1 2 2004
Engineer Seal
Pedro De Figueiredo
PE 52609
Date: 2/7/04
Scale: NA
Design by: PPMF
Miami Dade Office:
Drawing Number
04 -035
Sheet
3 of 7
1/4' TAPCONS
5' FROM ENDS AND
14' OC IN TWO ROWS
MIN. 1 1/2' EMBEDMENT
INTO WOOD OR CONCRETE
1/4' TAPCONS
6' FROM CORNER AND
12' OC IN TWO ROWS
MIN. 1 1/2' EMBEDMENT
INTO WOOD OR CONCRETE
ELLIPTIC FIXED WINDOW
WD3
WD2
ARCH STRAP CONSTRUCTION'
ARCH AND JAMBS ARE MITER CUT,
GLUE AND STRAPPED W/ (2) STL
STEEL STRAPS ARE ATTACHED TO
WOOD FRAMING WITH #6X1 1/4'
DRY VALL SCREWS
WD5
SECTION WITH
12' LONG ST1
#6x1 1/4' dry wall
screws at 6' oc
'� =lrt""w.vli`iiilvi-
;
MAX
1/4'
SHIM
2 5/16' -- —
ELLIPTICAL FIXED WINDOW
(3) #12X3 PH
WOOD SCREWS
CORNER CONSTRUCTION'
BUTT JOINED WITH JAMB MEMBER
RABBITED TO 1 1/8'. GLUE WAS
APPLIED TO EACH CORNER AND
JOINED WITH (3) #12X3 PHWS
NOTCH JAMB
1 314' TO
FIT SILL
MANUFACTURER:
Sabana
Windows
6157 NW 167TH STREET
UNIT F -25
MIAMI LAKES, FLORIDA
33015
PH,' (305) 825 -1045
FAX' (305) 825 -3805
PRODUCT:
Mahogany
Impact
Glazing Fixed
Window
Engineering:
TE.ngTo Jnr.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, FI. 33313
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
FEB 2 2004
Engineer Seal
Pedro De Figueiredo
PE 52609
Date: 2/7/04
Scale: NA
Design by: PPMF
Miami Dade Office:
Drawing Number
04 -035
Sheet
2 of 7
1 \\ \\
_ FW =60' MAX. '1
ctnacurn Wtnru —
�FH= tin" MAXIMUM
FINISHED HEIGHT
MANUFACTURER:
Sabana
Windows
6157 NW 167TH STREET
UNIT F -25
MIAMI LAKES, FLORIDA
33015
PH. I ( 305) 825 -1045
FAX: ( 305) 825 -3805
PRODUCT:
Mahogany
Impact
Glazing Fixed
Window
Engineering:
iEui $u Inc.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, Fl. 33313
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
FEB 1 2004
Engineer Seal
Pedro De Figueiredo
PE 52609
Date: 2/7/04
Scale: NA
Design by: PPMF
Miami Dade Office:
Drawing Number
04 -035
Sheet
•1 _ r -1
INDEX:
BEET 1 of 7
SHEET 2 of 7 -
1EET 3 of 7 -
iEET 4 of 7 -
1EET 5 of 7 -
IEET 6 of 7 -
IEET 7 of 7 -
- GENERAL NOTES AND TYPICAL ELEVATIONS
ELLIPTICAL FIXED WINDOW
ARCH FIXED WINDOW
RECTANGULAR FIXED WINDOW
DOUBLE FIXED FIXED WINDOW
GLAZING DETAILS
WINDOW COMPONENTS & BILL OF MATERIAL
GENERAL NOTES:
1- CODE; THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION
- (HIGH VELOCITY SECTION).
2- DEFINITION; THIS PRODUCT IS A MAHOGANY WOOD FIXED
TYPE WINDOW WITH LARGE MISSILE IMPACT RESISTANT
LAMINATED GLASS,
3- POSTING;
'MAHOGANY FIXED WINDOW - LARGE MISSILE IMPACT
SABANA WINDOWS, INC,
MIAMI LAKES - FLORIDA
DADE COUNTY PRODUCT CONTROL APPROVED'
4- DESIGN LOADS LOADS MUST BE CALCULATED BY A
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC
PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT
EXCEED THE ALLOWABLE APPROVED PRESSURE,
5- MATERIAL; ALL PARTS TO BE MAHOGANY WOOD AND GLAZING
TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON
THIS APPROVAL.
6- FASTENERS ASSEMBLY SCREWS AND ANCHORS SHALL BE AS
SPECIFIED IN THIS CURRENT SET OF DRAWINGS,
7- USE; IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY
THE FOLLOWING;
7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS
TO BE ATTACHED INSURING PROPER ANCHORAGE.
7. 2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT
NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED
PRESSURES ETC,
7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC
PROJECT.
8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN
USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT
APPROVAL, EXCEPT WOOD SCREWS WITH 1.33 INCREASE FOR
WIND LOAD DURATION HAVE BEEN USED,
ALLOWABLE DESIGN PRESSURE:
POSITIVE: +75 PSF
NEGATIVE: —83 PSF
I
t
FW =48' MAX
FINISHED WIDTH
ELLIPTICAL WINDOW
SHEET 2
ARCH WINDOW
SHEET 3
FW =48' MAX.
FINISHED WIDTH
FW =48' MAX, FW =48' MAX.
FINISHED WIDTH FINISHED WIDTH
PAIR RECTANGULAR WINDOW
C 4 T
5
FW =48' MAX,
FINISHED WIDTH
RECTANGULAR WINDOW
SHEET 4
SQUARE WINDOW
SHEET 4
- 122' MAXIMUM FINISHED HEIGHT
MAXIMUM FINISHED HEIGHT
MANUFACTURER:
Sabana
Windows
6157 NW 167TH STREET
UNIT F -25
MIAMI LAKES, FLORIDA
33015
PH. I ( 305) 825 -1045
FAX: ( 305) 825 -3805
PRODUCT:
Mahogany
Impact
Glazing Fixed
Window
Engineering:
iEui $u Inc.
CA 8116
6971 W. Sunrise Blvd. 104
Plantation, Fl. 33313
Tel.: (954) 585 -0304
Fax: (954) 585 -0305
FEB 1 2004
Engineer Seal
Pedro De Figueiredo
PE 52609
Date: 2/7/04
Scale: NA
Design by: PPMF
Miami Dade Office:
Drawing Number
04 -035
Sheet
•1 _ r -1
INDEX:
BEET 1 of 7
SHEET 2 of 7 -
1EET 3 of 7 -
iEET 4 of 7 -
1EET 5 of 7 -
IEET 6 of 7 -
IEET 7 of 7 -
- GENERAL NOTES AND TYPICAL ELEVATIONS
ELLIPTICAL FIXED WINDOW
ARCH FIXED WINDOW
RECTANGULAR FIXED WINDOW
DOUBLE FIXED FIXED WINDOW
GLAZING DETAILS
WINDOW COMPONENTS & BILL OF MATERIAL
GENERAL NOTES:
1- CODE; THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION
- (HIGH VELOCITY SECTION).
2- DEFINITION; THIS PRODUCT IS A MAHOGANY WOOD FIXED
TYPE WINDOW WITH LARGE MISSILE IMPACT RESISTANT
LAMINATED GLASS,
3- POSTING;
'MAHOGANY FIXED WINDOW - LARGE MISSILE IMPACT
SABANA WINDOWS, INC,
MIAMI LAKES - FLORIDA
DADE COUNTY PRODUCT CONTROL APPROVED'
4- DESIGN LOADS LOADS MUST BE CALCULATED BY A
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC
PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT
EXCEED THE ALLOWABLE APPROVED PRESSURE,
5- MATERIAL; ALL PARTS TO BE MAHOGANY WOOD AND GLAZING
TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON
THIS APPROVAL.
6- FASTENERS ASSEMBLY SCREWS AND ANCHORS SHALL BE AS
SPECIFIED IN THIS CURRENT SET OF DRAWINGS,
7- USE; IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY
THE FOLLOWING;
7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS
TO BE ATTACHED INSURING PROPER ANCHORAGE.
7. 2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT
NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED
PRESSURES ETC,
7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC
PROJECT.
8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN
USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT
APPROVAL, EXCEPT WOOD SCREWS WITH 1.33 INCREASE FOR
WIND LOAD DURATION HAVE BEEN USED,
ALLOWABLE DESIGN PRESSURE:
POSITIVE: +75 PSF
NEGATIVE: —83 PSF
I
t
FW =48' MAX
FINISHED WIDTH
ELLIPTICAL WINDOW
SHEET 2
ARCH WINDOW
SHEET 3
FW =48' MAX.
FINISHED WIDTH
FW =48' MAX, FW =48' MAX.
FINISHED WIDTH FINISHED WIDTH
PAIR RECTANGULAR WINDOW
C 4 T
5
FW =48' MAX,
FINISHED WIDTH
RECTANGULAR WINDOW
SHEET 4
SQUARE WINDOW
SHEET 4
- 122' MAXIMUM FINISHED HEIGHT
MAXIMUM FINISHED HEIGHT
INDEX:
BEET 1 of 7
SHEET 2 of 7 -
1EET 3 of 7 -
iEET 4 of 7 -
1EET 5 of 7 -
IEET 6 of 7 -
IEET 7 of 7 -
- GENERAL NOTES AND TYPICAL ELEVATIONS
ELLIPTICAL FIXED WINDOW
ARCH FIXED WINDOW
RECTANGULAR FIXED WINDOW
DOUBLE FIXED FIXED WINDOW
GLAZING DETAILS
WINDOW COMPONENTS & BILL OF MATERIAL
GENERAL NOTES:
1- CODE; THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION
- (HIGH VELOCITY SECTION).
2- DEFINITION; THIS PRODUCT IS A MAHOGANY WOOD FIXED
TYPE WINDOW WITH LARGE MISSILE IMPACT RESISTANT
LAMINATED GLASS,
3- POSTING;
'MAHOGANY FIXED WINDOW - LARGE MISSILE IMPACT
SABANA WINDOWS, INC,
MIAMI LAKES - FLORIDA
DADE COUNTY PRODUCT CONTROL APPROVED'
4- DESIGN LOADS LOADS MUST BE CALCULATED BY A
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC
PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT
EXCEED THE ALLOWABLE APPROVED PRESSURE,
5- MATERIAL; ALL PARTS TO BE MAHOGANY WOOD AND GLAZING
TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON
THIS APPROVAL.
6- FASTENERS ASSEMBLY SCREWS AND ANCHORS SHALL BE AS
SPECIFIED IN THIS CURRENT SET OF DRAWINGS,
7- USE; IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY
THE FOLLOWING;
7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS
TO BE ATTACHED INSURING PROPER ANCHORAGE.
7. 2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT
NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED
PRESSURES ETC,
7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC
PROJECT.
8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN
USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT
APPROVAL, EXCEPT WOOD SCREWS WITH 1.33 INCREASE FOR
WIND LOAD DURATION HAVE BEEN USED,
ALLOWABLE DESIGN PRESSURE:
POSITIVE: +75 PSF
NEGATIVE: —83 PSF
I
t
FW =48' MAX
FINISHED WIDTH
ELLIPTICAL WINDOW
SHEET 2
ARCH WINDOW
SHEET 3
FW =48' MAX.
FINISHED WIDTH
FW =48' MAX, FW =48' MAX.
FINISHED WIDTH FINISHED WIDTH
PAIR RECTANGULAR WINDOW
C 4 T
5
FW =48' MAX,
FINISHED WIDTH
RECTANGULAR WINDOW
SHEET 4
SQUARE WINDOW
SHEET 4
- 122' MAXIMUM FINISHED HEIGHT
MAXIMUM FINISHED HEIGHT
ALL PIPES 1.0" OD X 14 GA
TYPICAL CONNECTIONS
SCALE : N.T.S.
THE CANVAS NEEDS TO BE
REMOVED WHEN WINDS
APPROACH 75 M.P.H.
(90 M.P.H. 3 SEC. GUST)
SEE DETAIL "A"
ANGLE
1 -1 /2 "X2 "X 1 /4 "X2" LG
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EMBED.
STRUCTURAL NOTES
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE HELD. DO NOT
SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR
TO PROCEEDLNG VITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURES AND SEQUENCES TO LNSURE SAFETY OF THE BUILDLNG
AND ITS COMPONENTS DURING ERECTION.
DESIGN LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 3204.3, F.B.C. 1606.1.2, F.B.C.
1621.1, F.B.C. 1619.3 AND THE FOLLOWING SUPERIMPOSED LOADS.
DESIGN WLND LOADS WERE DETERMLNED IN ACCORDANCE WITH F.B.0 AND ASCE
7 -98.
WIND VELOCITY- 90 MPH EXPOSURE CATEGORY: C
IMPORTANCE FACTOR: 0.87 GCPI = + / -0.00
ANGLE
1 -1 /2 "X2 "X1 /4 "X2" LG
DETAIL "A"
SCALE : N.T.S.
STRUCTURAL STEEL:
(1)KWIK BOLT -II BY
HILTI
3/8" O X 1 -3/4" MIN.
EMBED.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL
COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND E CTION
OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEE
CONSTRUCTION, AISC -ASD, 9TH EDITION, 1995.
ALL TUBING TO BE OUTSIDE DIAMETER, GATORSHIELD OR APPROVAL EQUAL,
Fy= 50Ksi.
ALL ANCHOR BOLTS SHALL BE KWIK BOLT II BY HILTI, NO ,98.0901.13 WITH
WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL B 'TIGHTENED IN
ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD.
WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USL THE MOST RE
AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDL �t (SMAW) L USE
E70XX LOW - HYDROGEN ELECTRODES.
ALL STEEL SHALL RECEIVE SHOP AND FIEL 'TOUCH -UP COATS S ; PA LN
ACCORDANCE WITH SSPC SPECIFICATIONS.
CONTINENTAL AWNINGS
4845 E. 10 LANE
HIALEAH, FLORIDA 33013
PHONE(305)685 -6800 FAX(305)685 - 6802
contawin @aol.com
CHRISTIANA
AWNING 3'-10" W x 2'-6" -6 PROJ
128 NE 99 ST
MIAMI SHORES, FL, 33138
C
T,
MILTON CUBAS, P. E., INC.
CONSULTANT ENGINEER PE # 51902
1302 NE 125 ST
NORTH MIAMI, FLORIDA 33161
PHONE: (305) 891 -4174 FAX (305) 891 -4175
E MAIL: mcubas99@worldnet.att.net
ALL PIPES 1.0" OD X 14 GA
THE CANVAS NEEDS TO BE
REMOVED WHEN WINDS
APPROACH 75 M.P.H.
(90 M.P.H. 3 SEC. GUST)
SEE DETAIL "A"
TYPICAL CONNECTIONS
SCALE : N.T.S.
EXIST
5/8" STUCCO
LINE OF FINISH
WALL
ANGLE
1 -1 /2 "X2 "X 1 /4 "X2" LG
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EMBED.
PL 2"X3"X1/4"
W/ S1) KWIK BOLT -II BY HILTI
0 X 1 -3/4" MIN. EMBED.
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT
SCALE THE DRAWINGS. FOLLOW WRITTEN DLMENSIONS ONLY, ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR
TO PROCEEDLNG WITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEIERMLNE
ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING
AND ITS COMPONENTS DURLNG ERECTION.
DESIGN LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 3204.3, F.B.C. 1606.1.2, F.B.C.
1621.1, F.B.C. 1619.3 AND THE FOLLOWING SUPERIMPOSED LOADS.
DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 AND ASCE
7 -98.
WIND VELOCITY= 90 MPH EXPOSURE CATEGORY: C
IMPORTANCE FACTOR: 0.87 GCPI = +1 -0.00
ANGLE
1 -1 /2 "X2 "X 1 /4 "X2" LG
DETAIL "A"
SCALE : N.T.S.
PL 2"X3"X1/4"
WI 1) KWIK BOLT -II BY HILTI
3/8' 0 X 1 -3/4" MIN. EMBED.
DETAIL "B"
SCALE : N.T.S.
STRUCTURAL NOTES
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EMBED.
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL
COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, ABRICATION AND ERECT N
OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERIC INSTITUTE OF STEEL
CONSTRUCTION, AISC -ASD, 9TH EDITION, 1995.
ALL TUBING TO BE OUTSIDE DIAMETER, GATORSHIELD APPROVAL EQU,
Fy= 50Ksi.
ALL ANCHOR BOLTS SHALL BE KW1 OLT 11 BY HILT!, N 98.0901.13
WASHERS UNDER THE TURNED ELE T. BOLTS SHALL B TIGHT :, 'ED LN
ACCORDANCE WITH THE TURN -OF - E- 'UT METHOD.
WELDING SHALL BE DONE BY AWS ER IFIED WELDER S G TH MOST ANT
AWS APPROVED TECHNIQUES. SHIE METAL ELD /��HALL USE
E70XX LOW- HYDROGEN ELECTRODE
ALL STEEL SHALL RECEIVE SHOP FIF� UCH VATS OF .AINT IN
ACCORDANCE WITH SSPC SPECIFT ATI NS. 7' (/
CONTINENTAL AWNINGS
4845 E. 10 LANE
HIALEAH, FLORIDA 33013
PHONE(305)685 -6800 FAX(305)685 - 6802
contawin @aol.com
CHRISTIANA RICCI
AWNING 10'-11" W x 2'-6" PROJ
128 NE 99 ST
MIAMI SHORES, FL, 33138
C
MILTON CUBAS, P. E., INC.
CONSULTANT ENGINEER PE #51902
1302 NE 125 ST
NORTH MIAMI, FLORIDA 33161
PHONE: (305) 891 -4174 FAX (305) 891 -4175
E MAIL: mcubas99 @worldnet.att.net
J
ALL PIPES 1.0" OD X 14 GA
THE CANVAS NEEDS TO BE
REMOVED WHEN WINDS
APPROACH 75 M.P.H.
(90 M.P.H. 3 SEC. GUST)
SEE DETAIL "A"
TYPICAL CONNECTIONS
SCALE : N.T.S.
ANGLE
1 -1 /2 "X2 "X1 /4 "X2" LG
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EMBED.
STRUCTURAL NOTES
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED LN THE FIELD. DO NOT
SCALE THE DRAWLNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR
TO PROCEEDING WITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING
AND ITS COMPONENTS DURING ERECTION.
DESIGN LOADS:
THE STRUCTURAL FRAMLNG WAS DESIGNED USING F.B.C. 3204.3, F.B.C. 1606.1.2, F.B.C.
1621.1, F.B.C. 1619.3 AND THE FOLLOWING SUPERIMPOSED LOADS.
DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 AND ASCE
7 -98.
WIND VELOCITY = 90 MPH EXPOSURE CATEGORY: C
LMPORTANCE FACTOR: 0.87 GCPI = +1 -0.00
ANGLE
1 -1 /2 "X2 "X 1 /4 "X2" LG
DETAIL "A"
SCALE : N.T.S.
STRUCTURAL STEEL:
ACCORDANCE WITH THE TURN -OF- THE -NUT METHOD. \
WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS
AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELD
E70XX LOW - HYDROGEN ELECTRODES.
ALL STEEL SHALL RECEIVE SHOP AND E`D TOUCH -UP CO
ACCORDANCE WITH SSPC SPECIFICATIONS.
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EMBED.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL
COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION
OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEE
CONSTRUCTION, AISC -ASD, 9TH EDITION, 1995.
ALL TUBING TO BE OUTSIDE DIAMETER, GATORSHIELD OR APPROVAL EQUAL,
Fy= 50Ksi.
ALL ANCHOR BOLTS SHALL BE KWIK BOLT II BY HILTI, NOA 98.0901.13 WITH
WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED LN
6F PAI
I
SING THE M9S� R ECENT / t
ING (SMp(V) SH,4LL USE
z)/
CONTINENTAL AWNINGS
4845 E. 10 LANE
HIALEAH, FLORIDA 33013
PHONE(305)685 -6800 FAX(305)685 -6802
contawin @aol.com
CHRISTIANA RICCI
AWNING 5' -1" W x 2' -6" PROJ
128 NE 99 ST
MIAMI SHORES, FL, 33138
c
MILTON CUBAS, P. E., INC.
CONSULTANT ENGINEER PE # 51902
1302 NE 125 ST
NORTH MIAMI, FLORIDA 33161
PHONE: (305) 891 -4174 FAX (305) 891 -4175
E MAIL: mcubas99 @worldnet.att.net
ALL PIPES 1.0" OD X 14 GA
1/8"
TYPICAL CONNECTIONS
SCALE : N.T.S.
THE CANVAS NEEDS TO BE
REMOVED WHEN WINDS
APPROACH 75 M.P.H.
(90 M.P.H. 3 SEC. GUST)
SEE DETAIL "A'/
SEE DETAIL "B"
1/8"
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EXIST
5/8" STUCCO
LINE OF FINISH
WALL
ANGLE
1- 1/2 "X2 "X1/4 "X2" LG
PL 2"X3"X1/4"
W/ S1) KWIK BOLT -II BY HILTI
0 X 1 -3/4" MIN. EMBED.
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT
SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR
TO PROCEEDING WITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING
AND ITS COMPONENTS DURING ERECTION.
DESIGN LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 3204.3, F.B.C. 1606,1.2, F.B.C.
1621.1, F.B.C. 1619.3 AND THE FOLLOWING SUPERIMPOSED LOADS.
DESIGN WIND LOADS WERE DETERMINED LN ACCORDANCE WITH F.B.0 AND ASCE
7 -98.
WIND VELOCITY = 90 MPH EXPOSURE CATEGORY: C
IMPORTANCE FACTOR: 0.87 GCPI = +( -0.00
ANGLE
1 -1 /2 "X2 "X 1 /4 "X2" LG
DETAIL "A"
SCALE : N.T.S.
DETAIL "B"
SCALE : N.T.S.
STRUCTURAL NOTES
PL 2"X3"X1/4"
WI 1) KWIK BOLT -II BY HILTI
3/8' 0 X 1 -3/4" MIN. EMBED.
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EMBED.
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, .AND ERECTION OF STRUCTURAL STEEL SHALL
COMPLY WITH THE SPECIFICATIONS FOR 111E DESIGN, FABRICATION AND ERECTION
OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INETITUIE OF STEEL
CONSTRUCTION, AISC -ASD, 9TH EDITION, 1995.
ALL TUBING TO BE OUTSIDE DIAMETER, GATORSHIELD OR ROVAL EQUAL,
Fy= 50Ksi.
ALL ANCHOR BOLTS SHALL BE KWIK BOLT II BY HILT1, NOA 98.)901.13 WI
WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE 11G
ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD.
WELDING SHALL BE DONE BY AWS . RTIFIED WELDERS USING : MOS; CE
AWS APPROVED TECHNIQUES. SHIEL n • n METAL ARC WELDIN (S ) SHALL USE
E70XX LOW - HYDROGEN ELECTRODES,
ALL STEEL SHALL RECEIVE SHOP. AND F. I TOUCH -U C' O
/ AT F - AI j tiT IN
ACCORDANCE WITH SSPC SPECIFICATION V
CONTINENTAL AWNINGS
4845 E. 10 LANE
HIALEAH, FLORIDA 33013
PHONE(305)685 -6800 FAX(305)685 -6802
contawin @aol.com
CHRISTIANA RICCI
AWNING 4'-4" W x 2'-6" PROJ
128 NE 99 ST
MIAMI SHORES, FL, 33138
C'
r �
MILTON CUBAS, P. E., INC.
CONSULTANT ENGINEER PE #51902
1302 NE 125 ST
NORTH MIAMI, FLORIDA 33161
PHONE: (305) 891 -4174 FAX (305) 891 -4175
E MAIL: mcubas99 @worldnet.att.net
J
TYPICAL CONNECTIONS
SCALE : N.T.S.
THE CANVAS NEEDS TO BE
REMOVED WHEN WINDS
APPROACH 75 M.P.H.
(90 M.P.H. 3 SEC. GUST)
SEE DETAIL "A"
PL 2 "X3 "X1/4"
W/ (1) KWIK BOLT -II BY HILTI
:' 0 X 1 -3/4" MIN. EMBED.
EXIST
5/8" STUCCO
LINE OF FINISH
WALL
ANGLE
1 -1 /2 "X2 "X1 /4 "X2" LG
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EMBED.
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT
SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR
TO PROCEEDING WITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURES AND SEQUENCES TO LNSURE SAFETY OF THE BUILDING
AND ITS COMPONENTS DURING ERECTION.
DESIGN LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 3204.3, F.B.C. 1606.1.2, F.B.C.
1621.1, F.B.C. 1619,3 AND THE FOLLOWLNG SUPERIMPOSED LOADS.
DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 AND ASCE
7 -98.
WIND VELOCITY = 90 MPH EXPOSURE CATEGORY: C
IMPORTANCE FACTOR: 0.87 GCPI = +1-0.00
ANGLE
1- 1/2 "X2 "X1/4 "X2" LG
DETAIL "A"
SCALE : N.T.S.
DETAIL "B"
SCALE : N.T.S.
STRUCTURAL NOTES
PL 2 "X3 "X1/4"
W/ (1) KWIK BOLT -II BY HILTI
3/8' 0 X 1 -3/4" MIN. EMBED.
(1)KWIK BOLT -II BY
HILTI
3/8" 0 X 1 -3/4" MIN.
EMBED.
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SEAL
COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERE ON
OF STRUCTURAL STEEL FOR BUILDLNGS, THE A CAN INSTITUTE OF STEEL
CONSTRUCTION, AISC -ASD, 9TH EDITION, 1995.
ALL TUBING TO BE OUTSIDE DIAMETER, GATORSHI D OR APPROVAL EQU
Fy= 50Ksi. /
ALL ANCHOR BOLTS SHALL BE KWIK BOLT II BY HILTI, WA 98.0903.E WI 'k1
WASHERS UNDER THE TURNED ELEMENT. BOLTS SHAL E TI�yBEN ' d:/
ACCORDANCE WITH THE 1'(1RN -O -1HE -NUT METHOD. /
WELDING SHALL BE DONE Y AW3 CERTIFIED WELDERS US NG, HE MOST RECENT
AWS APPROVED TECHNIQUE SHI DED METAL AR LD MAW) SHALL USE
E70XX LOW - HYDROGEN ELEC ' OD S. 77
ALL STEEL SHALL RECEIVE SE D FIEL9 C COATS OF PAINT IN
ACCORDANCE WITH SSI'C SPEC ATIQNS/
CONTINENTAL AWNINGS
4845 E. 10 LANE
HIALEAH, FLORIDA 33013
PHONE(305)685 -6800 FAX(305)685 -6802
contawin @aol.com
CHRISTIANA RICCI
AWNING 6' -0" W x 2' -6" PROJ
128 NE 99 ST
MIAMI SHORES, FL, 33138
C
MILTON CUBAS, P. E., INC.
CONSULTANT ENGINEER PE # 51902
1302 NE 125 ST
NORTH MIAMI, FLORIDA 33161
PHONE: (305) 891 -4174 FAX (305) 891 -4175
E MAIL: mcubas99 @worldnet.att.net
J