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(D 200 FINISHED WOOD RAFTERS AT 24' O.C.
NTH 202 FINISHED WOOD RIDGE BEAM
FASTENED RAFTERADGE BEAM WTH
SIMPSON LSTA24
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CONaU BEAM WITH SIMPSON HGT -2 SEE DETAIL 10/5 -3 4 4 BEYOND FINISH FASCIA
(D 200 FINISHED WOOD RAFTERS AT 24' O.C.
NTH 202 FINISHED WOOD RIDGE BEAM
FASTENED RAFTERADGE BEAM WTH
SIMPSON LSTA24
PARTIAL EXIST PORCH RENOVATION TIE BEAM PLAN
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(FIELD WIE18FYj NTH 6' MIN. BEARING AND FASTENED TO E1aST�NG CONTRACTOR SHALL COORDINATE
BEAM LENGTH NOT TO EXTEND
CONaU BEAM WITH SIMPSON HGT -2 SEE DETAIL 10/5 -3 4 4 BEYOND FINISH FASCIA
(D 200 FINISHED WOOD RAFTERS AT 24' O.C.
NTH 202 FINISHED WOOD RIDGE BEAM
FASTENED RAFTERADGE BEAM WTH
SIMPSON LSTA24
PARTIAL EXIST PORCH RENOVATION TIE BEAM PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1' -0"
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SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
F f f F`
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f f f
f',
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EXISTING TIE BEAM TO �EMAIN fff
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ATfl/ 11T T 'm 1 ° Y ....,. :...
GARAGE ADDITION TIE BEAM PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1' -0"
SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
fFe f FFf ff
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ff EXISTING ff N.LC°) ff ff
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8'4 A.F.F. TOP OF BEAM (MATCH EXISTING) 23' -4' 8' -0'
BM -2 8'x 1' -4' 3000 PS CONCRETE TIE BEAM NTH 2 -15 TOP AND 3-15 BOTTOM 31' -4'
e -O' A.F.F. TOP OF BEAM (MATCH DOSTING)
BM-33-202 NTH SIMPSON HGUS210 -3 CONCEALED HANGER AT EACH END Vill
5-T A.F.F. TOP OF BEAM (OONTRACTOR SHALL MD. FINAL HEIGHT W/FlREPLACE MANUO Z 0 -a a°
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W Q "
LIVING AREA ADDITION TIE BEAM PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/41P = 1' -0"
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
ADDRESS
FLOORPLAN LEGENDO----a- THIS SHEET 7011 SW 68 CT. S. MIAMI FLORIDA
0-4- 2 -15 REBAR DOWELS 36' LONG, 6 MIN. EMBED INTO DOSTING TIE BEAM LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
1 22 —> 2'x2'xl /e ALUMINUM STRUCTURAL MULLION WITH 4'x4'xl /e TOP AND BOTTOM PLATE ACCORDING TO THE PLAT BOOK 48 PAGE 5
PLATES SHAM BE FASTENED WITH 4- 1/43' LONG EXPANSION BOLTS MIAMI —DADE COUNTY, FLORIDA
a
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
U
A�
y ^y�
IN
PROJ No:10 -13-11 '
FILE:knoepflfer- Hemort
DRAWN: O.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
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SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
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SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/4" = 1' -0"
SEE LIVING AREA ADDITION TIE BEAM PLAN FOR TIE BEAM SCHEDULE, THIS SHEET
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BM -2 8'x 1' -4' 3000 PS CONCRETE TIE BEAM NTH 2 -15 TOP AND 3-15 BOTTOM 31' -4'
e -O' A.F.F. TOP OF BEAM (MATCH DOSTING)
BM-33-202 NTH SIMPSON HGUS210 -3 CONCEALED HANGER AT EACH END Vill
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W Q "
LIVING AREA ADDITION TIE BEAM PLAN
SEE SHEET A -1 SITE PLAN FOR OVERALL FLOOR PLAN 1/41P = 1' -0"
FILLED CELL WITH REINFORCEMENT ON BOTH SIDES OF ALL OPENINGS AND AT ALL CORNERS
ADDRESS
FLOORPLAN LEGENDO----a- THIS SHEET 7011 SW 68 CT. S. MIAMI FLORIDA
0-4- 2 -15 REBAR DOWELS 36' LONG, 6 MIN. EMBED INTO DOSTING TIE BEAM LEGAL DESCRIPTION
LOT 2 OF SUNSET CIRCLE
1 22 —> 2'x2'xl /e ALUMINUM STRUCTURAL MULLION WITH 4'x4'xl /e TOP AND BOTTOM PLATE ACCORDING TO THE PLAT BOOK 48 PAGE 5
PLATES SHAM BE FASTENED WITH 4- 1/43' LONG EXPANSION BOLTS MIAMI —DADE COUNTY, FLORIDA
a
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
U
A�
y ^y�
IN
PROJ No:10 -13-11 '
FILE:knoepflfer- Hemort
DRAWN: O.A.R.
CHECKED: A.K.
DATE: 01 -20 -12
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