12-250-022ROOF PLAN NOTES
1. THE ROOF STRUCTURE IS 5/8" CDX PLYWOOD ON PRE - ENGINEERED WOOD TRUSSES 0 24"
O.C. PLYWOOD NAILING: 8d RINK NAILS ® 4 "o.c AT PLYWOOD EDGES AND PERIMETER, AND AT
6" INTERMEDIATE. SEE DET. SHEET S -3 FOR DIAGRAM.
2. PRE -ENG. WOOD TRUSSES SHALL BE DESIGNED AS PER THE REQUIREMENTS INDICATED IN
STRUCTURAL NOTE NO. 9, SHEET S -3.
3. PROVIDE PERMANENT BRACING OF TRUSSES IN ACCORDANCE WITH THE REQUIREMENTS OF
"BRACING WOOD TRUSSES. COMPLEMENTARY AND RECOMENDATIONS" PREPARED BY TRUSS
PLATES INSTITUTE, INC.
4. SEE PLAN FOR GRAVITY REACTIONS DESIGNATED AS -P-([N KIPS) AND OF UPLIFT
REACTION DESIGNATED AS -U-(IN KIPS)
5. SEE ROOF TRUSS CONNECTOR TABLE THIS SHEET FOR UPLIFT AND LATERAL LOAD
CONNECTORS.
6. WHERE BEAMS ARE NOT DESIGNATED OVER 8" CMU WALLS PROVIDE CAST -IN PLACE
DROPPED BEAMS OR PRECAST LINTEL SEE DETAIL ON SHEET S -5.
7. PROVIDE CANT, 2 "X6" P.T. LEDGER AT CMU WALL W/ 1/4" DIAM. X 2" TAPCONS 0 8"
O.C. CMU OR CONC. BEAM SLOPED WITH ROOF.
8. TRUSS SPECIALITY ENGINEER: OVERSTRESSING OF TRUSS MTL. PLATES
DUE TO WIND FORCES IS NOT ALLOWED.
10' -8"
ATTACH 3X8 TO ICI
04 (2)2X12 BEAMS WITH `V III
o till)
HURRICANE CLIP x III
o wlll
CAPABLE OF RESISTING A III
MIN, OF 1,000 LB UPLIFT -111
Iil LOAD ITH APPROVED III
III
MIAMI-MADE COUNTY Ill
III N.O.A. I TYP.) III
Ill III
III III
TIC III
�Ill� 111
III III
UI � Q Ill
III Q w III
N 111 m °D 04
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VIII ° C ;III
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ll 10� II O z
ll O (n i 11
II o II ~ (n
00 - II II Q w
ADDITION
EXISTING
o � r —J L— r
f ,
Ii r r
GAZEBO ROOF FRAMING PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4's = 1' -0"
SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
r
F ,
_, _ _- -- �,
r' � ,� `� ✓'y III I I � "'� � r `� r
3x12 or 2 -2x12 FINISHED WOOD BEAM
8 -71/2 +/- TOP OF BEAM J/
_ r" _ _,
4
METAL ANGLE 4x4 xl /8 BOTH ANGLE LEGS AND
<_�` _.
AT BOTH SIDE OF WOOD BEAM
WITH 2 -1/2' x 5' EXPM90N BOLTS 4 III III 4
AT ANGLE /COLUMN CONNECTION AND III III
2 -1/2' THROUGH BOLTS WITH NUT
AND WASHER AT ANG.EE%WOOD BEAM CONNECTION
�5 71/2' OF WOOD BEAM ON TOP OF EXISTING CONCRETE BEAM WITH
(FIELD VERIM WITH 6' MIN. BEARING AND FASTENED TO EXISTING
CONCRETE BEAM WITH SIMPSON HGT -2 SEE DETAIL 10/S -3
r
WOOD BEAM SHALL NOT EXTEND BEYOND
a2x10 FINISHED WOOD RAFTERS AT 24' O.C. EDGE OF NEW ROOF ABOVE
WITH 2x12 FINISHED WOOD RIDGE BEAM
FASTENED RAFIER/RIDGE BEAM WITH
SIMPSON LSTA24
Tl A Tl r Fl T A T T:1 TTT 0 rill Tl n Tl n TT T-1 T:1 A T n T T A rT1 T n A T ri1 T T:i Tl T.1 A A ,f Tl T A A T
Z fry
O Z
F=- I=
p U) o
<t LLLJ b
1/4" = 1' -0" Z 1 O o
� F-
Ui p
wIa
U = -1.8k
�� P =1,4k
r" r'
r f P=.
f,
r
N
r
_ k
r <
,TRUSSES AS CANTELEVER
r
r / I
U, -2.1k
J/P=1.7k/, r r
r r`
r'
N BELOW TO/ REMAIN,
� r
P =1.Ok
r�
/ /
!f fF ✓:
IJ A4 EA �D A EA INDICATES :�'`� ,r�'`
f,
EXISTING (Njr"C.) /2)G U= -1.8k' I I
2 4
2 ,
.r
r
P =1.7k `t m r
=12.6k
r r
GARAGE ADDITION ROOF FRAMING PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN
SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
ROOF TRUSS CONNECTOR SCHEDULE
MK CONNECTOR MANUFACTURER CONNECTION TO ALLOWABLE UPLIFT L1 L2
TYPE SUPPORT MEMBER GRAVITY (LBS) (LBS) (LBS) (LBS) ACCEPTANCE NO.
No. /TYPE OF FASTENERS /BOLTS: No. /TYPE OF FASTENERS PER ANCHOR:
1 NVSTA -24H NU -VUE EMBED IN TIE BEAM 4" MIN. (9) -10d x1-1/2" NAILS THRU 20GA SEAT N/A 1,426 # 950 # 1,430 # No, 12- 0130.32
(20 GA. SEAT &
SINGLE 14 GA (6) -10d 0-1/2" /2" NAILS THRU STRAP
NVfH28 STRAP)
2 NVSTA -24H NU -WE EMBED IN TIE BEAM 4" MIN. (6) -10d x1 -1/2" NAILS THRU 20GA SEAT N/A 2,649 # 1.575 # 2.175 # No. 12- 0130.32
(20 GA. SEAT &
DOUBLE 14 GA (18) -10d A -1/2" NAILS THRU TWO STRAPS
NVTH28 STRAPS)
3 SEE DET. SHEET 'A' N/A 5'800 # N/A
4 NVRT -24H NU -VUE (9)1/4" TAPCONS (7) -16d NAILS
1,125 #
(14 GA MTL
No. 08- 0326 -20
STRAP)
0 U =
-1.8k
'P =1.4k,
p HATCHED AREA INDICATES
` "'EXISTING {N.I.C.)' r
r ,
i
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR IIIOVERALL FLOOR PLAN
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN LEGEND 0--> THIS SHEET
0 2 -15 REBAR DOWELS 36- LONG, 6 MIN. EMBED INTO EXISTING TIE BEAM
&-> 3'x3'xl/4' HSS WITH 8'x10'x10'XI/2' TOP AND BOTTOM PLATE
PLATES SHALL BE FASTENED WITH 4- 1/2'x5' LONG EXPANSION BOLTS
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519 -4357, F 05 -408 -1095
//,--,.Oo '1%�,&
FL REG. No. 52647
miTaltl� 01I� =:l0#:1)I s`.�1iiII111111�D
TB -1 8'x 16' CONCRETE TIE BEAM WITH 2 -15 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 012' O.C. THROUGHOUT
11'4 A.F.F. TOP OF BEAM
TB -2 8'x 1' -4' 3000 PG CONCRETE TIE BEAM WITH 2 -J5 TOP AND 3-J5 BOTTOM
& 13 TIES ®12' O.C. THROUGHOUT
(VARIES SEE ARCH.) A.F.F. TOP OF BEAM
B -1 8'x 16' CONCRETE TIE BEAM WITH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR
& 113 TIES 0 6' O.C. THROUGHOUT
ll' -4' A.F.F. TOP OF BEAM
1/4" = 1' -0"
ADDRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI -DADE COUNTY. FLORIDA
Silt
s sl It 0 loo
PROJ No:10 -13 -11
FILE :knoepffler— Hemert
DRAWN: G.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
ALL BE
=R ENTRY
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3- SECOND GUST AND EXPOSURE "B" WIND ZONE
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3x12 or 2 -2x12 FINISHED WOOD BEAM
8 -71/2 +/- TOP OF BEAM J/
_ r" _ _,
4
METAL ANGLE 4x4 xl /8 BOTH ANGLE LEGS AND
<_�` _.
AT BOTH SIDE OF WOOD BEAM
WITH 2 -1/2' x 5' EXPM90N BOLTS 4 III III 4
AT ANGLE /COLUMN CONNECTION AND III III
2 -1/2' THROUGH BOLTS WITH NUT
AND WASHER AT ANG.EE%WOOD BEAM CONNECTION
�5 71/2' OF WOOD BEAM ON TOP OF EXISTING CONCRETE BEAM WITH
(FIELD VERIM WITH 6' MIN. BEARING AND FASTENED TO EXISTING
CONCRETE BEAM WITH SIMPSON HGT -2 SEE DETAIL 10/S -3
r
WOOD BEAM SHALL NOT EXTEND BEYOND
a2x10 FINISHED WOOD RAFTERS AT 24' O.C. EDGE OF NEW ROOF ABOVE
WITH 2x12 FINISHED WOOD RIDGE BEAM
FASTENED RAFIER/RIDGE BEAM WITH
SIMPSON LSTA24
Tl A Tl r Fl T A T T:1 TTT 0 rill Tl n Tl n TT T-1 T:1 A T n T T A rT1 T n A T ri1 T T:i Tl T.1 A A ,f Tl T A A T
Z fry
O Z
F=- I=
p U) o
<t LLLJ b
1/4" = 1' -0" Z 1 O o
� F-
Ui p
wIa
U = -1.8k
�� P =1,4k
r" r'
r f P=.
f,
r
N
r
_ k
r <
,TRUSSES AS CANTELEVER
r
r / I
U, -2.1k
J/P=1.7k/, r r
r r`
r'
N BELOW TO/ REMAIN,
� r
P =1.Ok
r�
/ /
!f fF ✓:
IJ A4 EA �D A EA INDICATES :�'`� ,r�'`
f,
EXISTING (Njr"C.) /2)G U= -1.8k' I I
2 4
2 ,
.r
r
P =1.7k `t m r
=12.6k
r r
GARAGE ADDITION ROOF FRAMING PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN
SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
ROOF TRUSS CONNECTOR SCHEDULE
MK CONNECTOR MANUFACTURER CONNECTION TO ALLOWABLE UPLIFT L1 L2
TYPE SUPPORT MEMBER GRAVITY (LBS) (LBS) (LBS) (LBS) ACCEPTANCE NO.
No. /TYPE OF FASTENERS /BOLTS: No. /TYPE OF FASTENERS PER ANCHOR:
1 NVSTA -24H NU -VUE EMBED IN TIE BEAM 4" MIN. (9) -10d x1-1/2" NAILS THRU 20GA SEAT N/A 1,426 # 950 # 1,430 # No, 12- 0130.32
(20 GA. SEAT &
SINGLE 14 GA (6) -10d 0-1/2" /2" NAILS THRU STRAP
NVfH28 STRAP)
2 NVSTA -24H NU -WE EMBED IN TIE BEAM 4" MIN. (6) -10d x1 -1/2" NAILS THRU 20GA SEAT N/A 2,649 # 1.575 # 2.175 # No. 12- 0130.32
(20 GA. SEAT &
DOUBLE 14 GA (18) -10d A -1/2" NAILS THRU TWO STRAPS
NVTH28 STRAPS)
3 SEE DET. SHEET 'A' N/A 5'800 # N/A
4 NVRT -24H NU -VUE (9)1/4" TAPCONS (7) -16d NAILS
1,125 #
(14 GA MTL
No. 08- 0326 -20
STRAP)
0 U =
-1.8k
'P =1.4k,
p HATCHED AREA INDICATES
` "'EXISTING {N.I.C.)' r
r ,
i
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR IIIOVERALL FLOOR PLAN
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN LEGEND 0--> THIS SHEET
0 2 -15 REBAR DOWELS 36- LONG, 6 MIN. EMBED INTO EXISTING TIE BEAM
&-> 3'x3'xl/4' HSS WITH 8'x10'x10'XI/2' TOP AND BOTTOM PLATE
PLATES SHALL BE FASTENED WITH 4- 1/2'x5' LONG EXPANSION BOLTS
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519 -4357, F 05 -408 -1095
//,--,.Oo '1%�,&
FL REG. No. 52647
miTaltl� 01I� =:l0#:1)I s`.�1iiII111111�D
TB -1 8'x 16' CONCRETE TIE BEAM WITH 2 -15 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 012' O.C. THROUGHOUT
11'4 A.F.F. TOP OF BEAM
TB -2 8'x 1' -4' 3000 PG CONCRETE TIE BEAM WITH 2 -J5 TOP AND 3-J5 BOTTOM
& 13 TIES ®12' O.C. THROUGHOUT
(VARIES SEE ARCH.) A.F.F. TOP OF BEAM
B -1 8'x 16' CONCRETE TIE BEAM WITH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR
& 113 TIES 0 6' O.C. THROUGHOUT
ll' -4' A.F.F. TOP OF BEAM
1/4" = 1' -0"
ADDRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI -DADE COUNTY. FLORIDA
Silt
s sl It 0 loo
PROJ No:10 -13 -11
FILE :knoepffler— Hemert
DRAWN: G.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
ALL BE
=R ENTRY
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3- SECOND GUST AND EXPOSURE "B" WIND ZONE
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oepffler -VAN HEMER-
SHEET
S-2
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10 13
1/4" = 1' -0" Z 1 O o
� F-
Ui p
wIa
U = -1.8k
�� P =1,4k
r" r'
r f P=.
f,
r
N
r
_ k
r <
,TRUSSES AS CANTELEVER
r
r / I
U, -2.1k
J/P=1.7k/, r r
r r`
r'
N BELOW TO/ REMAIN,
� r
P =1.Ok
r�
/ /
!f fF ✓:
IJ A4 EA �D A EA INDICATES :�'`� ,r�'`
f,
EXISTING (Njr"C.) /2)G U= -1.8k' I I
2 4
2 ,
.r
r
P =1.7k `t m r
=12.6k
r r
GARAGE ADDITION ROOF FRAMING PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN
SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
ROOF TRUSS CONNECTOR SCHEDULE
MK CONNECTOR MANUFACTURER CONNECTION TO ALLOWABLE UPLIFT L1 L2
TYPE SUPPORT MEMBER GRAVITY (LBS) (LBS) (LBS) (LBS) ACCEPTANCE NO.
No. /TYPE OF FASTENERS /BOLTS: No. /TYPE OF FASTENERS PER ANCHOR:
1 NVSTA -24H NU -VUE EMBED IN TIE BEAM 4" MIN. (9) -10d x1-1/2" NAILS THRU 20GA SEAT N/A 1,426 # 950 # 1,430 # No, 12- 0130.32
(20 GA. SEAT &
SINGLE 14 GA (6) -10d 0-1/2" /2" NAILS THRU STRAP
NVfH28 STRAP)
2 NVSTA -24H NU -WE EMBED IN TIE BEAM 4" MIN. (6) -10d x1 -1/2" NAILS THRU 20GA SEAT N/A 2,649 # 1.575 # 2.175 # No. 12- 0130.32
(20 GA. SEAT &
DOUBLE 14 GA (18) -10d A -1/2" NAILS THRU TWO STRAPS
NVTH28 STRAPS)
3 SEE DET. SHEET 'A' N/A 5'800 # N/A
4 NVRT -24H NU -VUE (9)1/4" TAPCONS (7) -16d NAILS
1,125 #
(14 GA MTL
No. 08- 0326 -20
STRAP)
0 U =
-1.8k
'P =1.4k,
p HATCHED AREA INDICATES
` "'EXISTING {N.I.C.)' r
r ,
i
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR IIIOVERALL FLOOR PLAN
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN LEGEND 0--> THIS SHEET
0 2 -15 REBAR DOWELS 36- LONG, 6 MIN. EMBED INTO EXISTING TIE BEAM
&-> 3'x3'xl/4' HSS WITH 8'x10'x10'XI/2' TOP AND BOTTOM PLATE
PLATES SHALL BE FASTENED WITH 4- 1/2'x5' LONG EXPANSION BOLTS
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519 -4357, F 05 -408 -1095
//,--,.Oo '1%�,&
FL REG. No. 52647
miTaltl� 01I� =:l0#:1)I s`.�1iiII111111�D
TB -1 8'x 16' CONCRETE TIE BEAM WITH 2 -15 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 012' O.C. THROUGHOUT
11'4 A.F.F. TOP OF BEAM
TB -2 8'x 1' -4' 3000 PG CONCRETE TIE BEAM WITH 2 -J5 TOP AND 3-J5 BOTTOM
& 13 TIES ®12' O.C. THROUGHOUT
(VARIES SEE ARCH.) A.F.F. TOP OF BEAM
B -1 8'x 16' CONCRETE TIE BEAM WITH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR
& 113 TIES 0 6' O.C. THROUGHOUT
ll' -4' A.F.F. TOP OF BEAM
1/4" = 1' -0"
ADDRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI -DADE COUNTY. FLORIDA
Silt
s sl It 0 loo
PROJ No:10 -13 -11
FILE :knoepffler— Hemert
DRAWN: G.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
ALL BE
=R ENTRY
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3- SECOND GUST AND EXPOSURE "B" WIND ZONE
d
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0
cQ
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to
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9L4 >
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oepffler -VAN HEMER-
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S-2
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10 13
N
r
_ k
r <
,TRUSSES AS CANTELEVER
r
r / I
U, -2.1k
J/P=1.7k/, r r
r r`
r'
N BELOW TO/ REMAIN,
� r
P =1.Ok
r�
/ /
!f fF ✓:
IJ A4 EA �D A EA INDICATES :�'`� ,r�'`
f,
EXISTING (Njr"C.) /2)G U= -1.8k' I I
2 4
2 ,
.r
r
P =1.7k `t m r
=12.6k
r r
GARAGE ADDITION ROOF FRAMING PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN
SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
ROOF TRUSS CONNECTOR SCHEDULE
MK CONNECTOR MANUFACTURER CONNECTION TO ALLOWABLE UPLIFT L1 L2
TYPE SUPPORT MEMBER GRAVITY (LBS) (LBS) (LBS) (LBS) ACCEPTANCE NO.
No. /TYPE OF FASTENERS /BOLTS: No. /TYPE OF FASTENERS PER ANCHOR:
1 NVSTA -24H NU -VUE EMBED IN TIE BEAM 4" MIN. (9) -10d x1-1/2" NAILS THRU 20GA SEAT N/A 1,426 # 950 # 1,430 # No, 12- 0130.32
(20 GA. SEAT &
SINGLE 14 GA (6) -10d 0-1/2" /2" NAILS THRU STRAP
NVfH28 STRAP)
2 NVSTA -24H NU -WE EMBED IN TIE BEAM 4" MIN. (6) -10d x1 -1/2" NAILS THRU 20GA SEAT N/A 2,649 # 1.575 # 2.175 # No. 12- 0130.32
(20 GA. SEAT &
DOUBLE 14 GA (18) -10d A -1/2" NAILS THRU TWO STRAPS
NVTH28 STRAPS)
3 SEE DET. SHEET 'A' N/A 5'800 # N/A
4 NVRT -24H NU -VUE (9)1/4" TAPCONS (7) -16d NAILS
1,125 #
(14 GA MTL
No. 08- 0326 -20
STRAP)
0 U =
-1.8k
'P =1.4k,
p HATCHED AREA INDICATES
` "'EXISTING {N.I.C.)' r
r ,
i
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR IIIOVERALL FLOOR PLAN
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN LEGEND 0--> THIS SHEET
0 2 -15 REBAR DOWELS 36- LONG, 6 MIN. EMBED INTO EXISTING TIE BEAM
&-> 3'x3'xl/4' HSS WITH 8'x10'x10'XI/2' TOP AND BOTTOM PLATE
PLATES SHALL BE FASTENED WITH 4- 1/2'x5' LONG EXPANSION BOLTS
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519 -4357, F 05 -408 -1095
//,--,.Oo '1%�,&
FL REG. No. 52647
miTaltl� 01I� =:l0#:1)I s`.�1iiII111111�D
TB -1 8'x 16' CONCRETE TIE BEAM WITH 2 -15 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 012' O.C. THROUGHOUT
11'4 A.F.F. TOP OF BEAM
TB -2 8'x 1' -4' 3000 PG CONCRETE TIE BEAM WITH 2 -J5 TOP AND 3-J5 BOTTOM
& 13 TIES ®12' O.C. THROUGHOUT
(VARIES SEE ARCH.) A.F.F. TOP OF BEAM
B -1 8'x 16' CONCRETE TIE BEAM WITH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR
& 113 TIES 0 6' O.C. THROUGHOUT
ll' -4' A.F.F. TOP OF BEAM
1/4" = 1' -0"
ADDRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI -DADE COUNTY. FLORIDA
Silt
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PROJ No:10 -13 -11
FILE :knoepffler— Hemert
DRAWN: G.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
ALL BE
=R ENTRY
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3- SECOND GUST AND EXPOSURE "B" WIND ZONE
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ROOF TRUSS CONNECTOR SCHEDULE
MK CONNECTOR MANUFACTURER CONNECTION TO ALLOWABLE UPLIFT L1 L2
TYPE SUPPORT MEMBER GRAVITY (LBS) (LBS) (LBS) (LBS) ACCEPTANCE NO.
No. /TYPE OF FASTENERS /BOLTS: No. /TYPE OF FASTENERS PER ANCHOR:
1 NVSTA -24H NU -VUE EMBED IN TIE BEAM 4" MIN. (9) -10d x1-1/2" NAILS THRU 20GA SEAT N/A 1,426 # 950 # 1,430 # No, 12- 0130.32
(20 GA. SEAT &
SINGLE 14 GA (6) -10d 0-1/2" /2" NAILS THRU STRAP
NVfH28 STRAP)
2 NVSTA -24H NU -WE EMBED IN TIE BEAM 4" MIN. (6) -10d x1 -1/2" NAILS THRU 20GA SEAT N/A 2,649 # 1.575 # 2.175 # No. 12- 0130.32
(20 GA. SEAT &
DOUBLE 14 GA (18) -10d A -1/2" NAILS THRU TWO STRAPS
NVTH28 STRAPS)
3 SEE DET. SHEET 'A' N/A 5'800 # N/A
4 NVRT -24H NU -VUE (9)1/4" TAPCONS (7) -16d NAILS
1,125 #
(14 GA MTL
No. 08- 0326 -20
STRAP)
0 U =
-1.8k
'P =1.4k,
p HATCHED AREA INDICATES
` "'EXISTING {N.I.C.)' r
r ,
i
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR IIIOVERALL FLOOR PLAN
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN LEGEND 0--> THIS SHEET
0 2 -15 REBAR DOWELS 36- LONG, 6 MIN. EMBED INTO EXISTING TIE BEAM
&-> 3'x3'xl/4' HSS WITH 8'x10'x10'XI/2' TOP AND BOTTOM PLATE
PLATES SHALL BE FASTENED WITH 4- 1/2'x5' LONG EXPANSION BOLTS
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519 -4357, F 05 -408 -1095
//,--,.Oo '1%�,&
FL REG. No. 52647
miTaltl� 01I� =:l0#:1)I s`.�1iiII111111�D
TB -1 8'x 16' CONCRETE TIE BEAM WITH 2 -15 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 012' O.C. THROUGHOUT
11'4 A.F.F. TOP OF BEAM
TB -2 8'x 1' -4' 3000 PG CONCRETE TIE BEAM WITH 2 -J5 TOP AND 3-J5 BOTTOM
& 13 TIES ®12' O.C. THROUGHOUT
(VARIES SEE ARCH.) A.F.F. TOP OF BEAM
B -1 8'x 16' CONCRETE TIE BEAM WITH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR
& 113 TIES 0 6' O.C. THROUGHOUT
ll' -4' A.F.F. TOP OF BEAM
1/4" = 1' -0"
ADDRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI -DADE COUNTY. FLORIDA
Silt
s sl It 0 loo
PROJ No:10 -13 -11
FILE :knoepffler— Hemert
DRAWN: G.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
ALL BE
=R ENTRY
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3- SECOND GUST AND EXPOSURE "B" WIND ZONE
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0 U =
-1.8k
'P =1.4k,
p HATCHED AREA INDICATES
` "'EXISTING {N.I.C.)' r
r ,
i
LIVING AREA ADDITION ROOF FRAMING PLAN PLAN
SEE SHEET A -1 SITE PLAN FOR IIIOVERALL FLOOR PLAN
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
FLOOR PLAN LEGEND 0--> THIS SHEET
0 2 -15 REBAR DOWELS 36- LONG, 6 MIN. EMBED INTO EXISTING TIE BEAM
&-> 3'x3'xl/4' HSS WITH 8'x10'x10'XI/2' TOP AND BOTTOM PLATE
PLATES SHALL BE FASTENED WITH 4- 1/2'x5' LONG EXPANSION BOLTS
ROBERT A. GUZMAN, P.E.
15966 S.W. 98TH STREET, MIAMI, FLORIDA 33196
TEL 305 - 519 -4357, F 05 -408 -1095
//,--,.Oo '1%�,&
FL REG. No. 52647
miTaltl� 01I� =:l0#:1)I s`.�1iiII111111�D
TB -1 8'x 16' CONCRETE TIE BEAM WITH 2 -15 TOP AND BOTTOM CONTINUOUS REBAR
& 13 TIES 012' O.C. THROUGHOUT
11'4 A.F.F. TOP OF BEAM
TB -2 8'x 1' -4' 3000 PG CONCRETE TIE BEAM WITH 2 -J5 TOP AND 3-J5 BOTTOM
& 13 TIES ®12' O.C. THROUGHOUT
(VARIES SEE ARCH.) A.F.F. TOP OF BEAM
B -1 8'x 16' CONCRETE TIE BEAM WITH 2 -16 TOP AND BOTTOM CONTINUOUS REBAR
& 113 TIES 0 6' O.C. THROUGHOUT
ll' -4' A.F.F. TOP OF BEAM
1/4" = 1' -0"
ADDRESS
7011 SW 68 CT. S. MIAMI FLORIDA
LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
ACCORDING TO THE PLAT BOOK 48 PAGE 5
MIAMI -DADE COUNTY. FLORIDA
Silt
s sl It 0 loo
PROJ No:10 -13 -11
FILE :knoepffler— Hemert
DRAWN: G.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
ALL BE
=R ENTRY
DO NOT SCALE DRAWINGS, USE GIVEN DIMENSION REPORT.
ANY DISCREPANCIES ON DIMENSION REPORT TO THE ARCHITECT OR
CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3- SECOND GUST AND EXPOSURE "B" WIND ZONE
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