HomeMy WebLinkAbout2545 Magnolia Ave 17-758 (a) NSFHj
REAR ELEVATION
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i
SCALE: 3/16"=V-0"
i
A,P-PROVED f� AIV
.� Ok to install 23'-6" x 13'-2" (309.40 square
foot) new covered lanai as shown on plan.�I'•
T. Meets area and dimension regulations for
MR -2 zoning district. I
I
1
I
//:NEW 4 x 4 P.T. #2 SYP (2) SIMPSON HTS20 WOOD BEAM
WOOD POST TO WOOD POST
SIMPSON ABU44 (TYPICAL)
PSNW (2) 2x10 NEW (2) 2x10
• 0• a" 0 THREADED ROD ( MIN. 8" EMBED YP BEAM #2 SYP BEAM
INTO CONCRETE FOOTING) W/
SIMPSON EPDXY SET
•. r .• ti • ' :: .,: ';, :'' '' '' ' ±; NEW 4 x 4 P.T. #2 SYP._
CONCRETE FOOTING WOOD POST
PER PLAN
WOOD POST TO FOOTING CONNECTION 2 BEAM `TO WOOD POST CONNECTION
SCALE: N.T.S. A-1 SCALE: N.T.S.
SIMPSON HUC28-2
BEAM TO BEAM
' y
2x4 P.T STUD W/ SIMPSON HGA10
` BOTTOM STUD TO CONC. SLAB
NEW STRUCTURAL POST (2) 2x10
PER PLAN #2 SYP BEAM
1/2" THK. P.T. PLYWOOD
HARDI BOARD SIDING FINISH
TO MATCH WITH EXISTING
ON ON TYVEK PAPER
3 BOX OUT COLUMN DETAIL 4 BEAM TO BEAM CONNECTION
SCALE: N.T.S. A-1 SCALE: N.T.S.
2x6 COLLAR TIE @ 32" O.0
2x6 #2 SYP CONT. W/ (3) 12d NAILS @ EACH END
RIDGE BOARD TO EACH RAFTER
SHINGLE ROOF OVER, 15# FELT PAPER,
OVER 15/32" APA ROOF SHEATHING, NAILED
SIMPSON L50 EACH PER NAILING SCHEDULE
RAFTER TO RIDGE BOARD
(2)2x6 #2 SYP RAFTER @ 16" O.0
SIMPSON H2.5A EACH RECORD COPY
RAFTER TO BEAM
TYPICAL
x4
r EXISTING SHINGLE ROOF (2) TOE NAILS @ EA. END
SHINGLE ROOF MATCH
4x4 P.T. #2 SYP POST
2 10 #2 SYP BEAM
WITH EXISTING
23'-6"
16'_7"
WITH SIMPSON ABU44
(2) X
0
(2) 2 x 10 #2 SYP BEAM
AT BOTTOM TO FOOTING
E�
BEAM TO POST CONNECTION
23._6„
SEE PLAN
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19
(2) 2 x 10 #2 SYP BEAM
Q
BEYOND
NEW 12" x 12" FRAME OUT
W
H
4x4 P.T. WOOD POST
Q
-
REVIEWED POR CODE COMPLIANCI
COLUMN. TYPICAL OF 5
�Y
PLANS EXAMINER
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5 SECT I ONPATE
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EXISTING 4" THICK
CONCRETE SLAB.
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A -'I SCALE: N.T.S,
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REMOVE EXISTING 4" CONCRETE SLAB AT
SANFORD BUILDING DIVISION
H
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3
2x4 BLOCKING AT
FIRST 3 BAY AUTHORITY To VIOLATE, CANCEL, ALTER OR S
PROVISIONS THE TECHNIC
a� ro ,o
48" O.0
CODES NO SHALL ISSUANCEE O A PERMIT PRV
-
IT
PROFESSIONAL SEAL
110 C
N
19
' No 7093157,
THIS AREA THEN FORM &POUR iq
FLOR\a�'����~\
�//FIl1i1U�
Date: 2-22-2017
REQUIRING A CORRECTION OF ERRORS IN PLAN
1,4
LEFT ELEVATION
CONSTRUCTION OR VIOLATIONS OF THIS CODE
NEW 24" x24"x12" CONCRETE FOOTING W/co
_
SCALE: 3/16"=1'-0"
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2 x4 STUD @ 24" O.0
N
M
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�7 APA SHEATHING
v� p
(3) #5'S EACH WAY. TYPICAL OF 5 PLACES
INC
W �
SIMPSON A35 EACH
D .I
DRAWN
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 M.P.H.
3 SECOND GUST WIND LOAD REQUIREMENTS OF THE 2014 EDITION FLORIDA
CHECKED
KL
STUD TO BEAM
(2) 2 x 10 #2 SYP BEAM
,
P�O� �,
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PROJECT
A-1
DRAWING NUMBER
A�l
DATE
1-24-17
NEW COVERED LANAIN
A.S.C.E. 7-10
M
"
M
6 BALOON FRAMING
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A -"I SCALE: N.T.S.
8'-0" CLG.
.-
-0?
"v
EXISTING 4" THICK
CONCRETE SLAB.
EXISTING RESIDENCE
EXISTING CONCRETE FOOTING
1—STORY FRAME HOUSE
FLOOR PLAN
FOUNDATION PLAN
i
SCALE: 3/16"=1'-0"
SCALE: 3/16"=1'-0"
NAILING SCHEDULE.
4x4 P.T. #2 SYP POST
ROOFS/CEILINGS:
j
TYPICAL OF 3 PLACES
6 SIMPSON HUS28-2
15
ROOF SHEATHING TO BE MIN. 32" APA SHEATHING
/
A-1 FORBEAM TO BEAM
(2) 2 x10 #2 SYP BEAM
RATED 24/16 FOR TILES, U.N.O. CEILING SHEATHING
j
CONNECTION
SHALL BE 7/16" OSB. FASTENINGS WITHIN 4'-0" OF
EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND
8" OC.0 IN FIELD. FOR ALL OTHER AREAS NAIL 6" O.C.
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(2) SIMPSON HTS20
SHEATHING TO BE PLACED WITH LONG DIMENSION
R COLUMN T BEAM ,i
FOR COLUMN TO BEAM
UP S(TRUSSES). ROVID
P PERPENDICULAR TOS PORTPROVIDE
ERPE
If
PLY CLIPS AT ALL UNSUPPORTEROOF HEATHING
A-1
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CONNECTION
JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24"
ii IMPSON L,5bU EA. RAFTER i i
O.C.
(2) 2 x10 #2 SYP BEAM
(2) 2 x10 #2 SYP BEAM
SIDEWALL/GABLE ENDS:
ALL SHEATHING TO BE IN. 7/16 APA SHEATHING AND
u
SHALL BE NAILED WITH (2) ROWS STAGGERED @ 6" O.C. '
AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL
SIMPSON H2.5A
OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE
(2) -2x6 #2 SYP RAFTER
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EA. RAFTER TO BEAM
PLACED AT ALL SHEATHING JOINTS.
@ 16" O.0
TYPICAL
NAILS:
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NAILS USED IN ALL SHEATHING APPLICATIONS SHALL
BE 8d RING OR SPIRAL SHANK OR HOT DIPPED
IM
GALVANIZED HAND OR GUN DRIVEN NAILS. GUN DRIVEN
NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND
(2) SIMPSON L$50
DRIVEN NAILS.
(2) SIMPSON LS50
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: BEAM TO EXISTING
BEAM TO EXISTING
TOP PLATE
CONNECTION NOTES:
TOP PLATE
���
; \—
ALL TRUSS/BEAM TO WOOD FRAME CONNECTORS TO BE
2x6 #2 SYP RIDGE BOARD AT TOP
SIMPSON MTS12 W/ (14) - 10dx1 1/2" (CAP.= 860#) U.N.O.
(2) 2x10 #2 SYP BEAM BELOW
ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY
TRUSS MANUFACTURER U.N.O. SIMPSON H2.5A W/(10) — 8d
'
2x6 #2 SYP RAFTER @ 16" O.0
MAY BE USED ON CORNER JACK TRUSSES WHERE UPLIFT
I
SIMPSON LS50 EA. RAFTER �`
DOES NOT EXCEED 600 LBS.
�.
TO PLATE TYPICAL
2x10 #2 SYP PLATE W/
-
(4) 16d NALS TO EACH
TRUSS BELOW
EXISTINGP.E. ROOF WOOD TRUSS
ROOF FRAMING
PLAN
SCALE: 3/16"=1'-0"
:I
j.
HARDI BOARD SIDING MATCH
WITH EXISTING
j
REAR ELEVATION
i
i
SCALE: 3/16"=V-0"
i
A,P-PROVED f� AIV
.� Ok to install 23'-6" x 13'-2" (309.40 square
foot) new covered lanai as shown on plan.�I'•
T. Meets area and dimension regulations for
MR -2 zoning district. I
I
1
I
//:NEW 4 x 4 P.T. #2 SYP (2) SIMPSON HTS20 WOOD BEAM
WOOD POST TO WOOD POST
SIMPSON ABU44 (TYPICAL)
PSNW (2) 2x10 NEW (2) 2x10
• 0• a" 0 THREADED ROD ( MIN. 8" EMBED YP BEAM #2 SYP BEAM
INTO CONCRETE FOOTING) W/
SIMPSON EPDXY SET
•. r .• ti • ' :: .,: ';, :'' '' '' ' ±; NEW 4 x 4 P.T. #2 SYP._
CONCRETE FOOTING WOOD POST
PER PLAN
WOOD POST TO FOOTING CONNECTION 2 BEAM `TO WOOD POST CONNECTION
SCALE: N.T.S. A-1 SCALE: N.T.S.
SIMPSON HUC28-2
BEAM TO BEAM
' y
2x4 P.T STUD W/ SIMPSON HGA10
` BOTTOM STUD TO CONC. SLAB
NEW STRUCTURAL POST (2) 2x10
PER PLAN #2 SYP BEAM
1/2" THK. P.T. PLYWOOD
HARDI BOARD SIDING FINISH
TO MATCH WITH EXISTING
ON ON TYVEK PAPER
3 BOX OUT COLUMN DETAIL 4 BEAM TO BEAM CONNECTION
SCALE: N.T.S. A-1 SCALE: N.T.S.
2x6 COLLAR TIE @ 32" O.0
2x6 #2 SYP CONT. W/ (3) 12d NAILS @ EACH END
RIDGE BOARD TO EACH RAFTER
SHINGLE ROOF OVER, 15# FELT PAPER,
OVER 15/32" APA ROOF SHEATHING, NAILED
SIMPSON L50 EACH PER NAILING SCHEDULE
RAFTER TO RIDGE BOARD
(2)2x6 #2 SYP RAFTER @ 16" O.0
SIMPSON H2.5A EACH RECORD COPY
RAFTER TO BEAM
TYPICAL
x4
r EXISTING SHINGLE ROOF (2) TOE NAILS @ EA. END
SHINGLE ROOF MATCH
2 10 #2 SYP BEAM
WITH EXISTING
Z
(2) X
0
(2) 2 x 10 #2 SYP BEAM
E�
BEAM TO POST CONNECTION
SEE PLAN
U
(2) 2 x 10 #2 SYP BEAM
Q
BEYOND
W
H
4x4 P.T. WOOD POST
Q
-
REVIEWED POR CODE COMPLIANCI
�Y
PLANS EXAMINER
�
d
4
4
4
5 SECT I ONPATE
v� G
C N o
tV. U
r
0-
o
c
CU
ATE
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-
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p
XJ
Irl M i� a
F�1 c
-------------
A -'I SCALE: N.T.S,
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SANFORD BUILDING DIVISION
H
SIMPSON LSTA12 EA. STUD TORAFATER A PERMIT ISSUED SHALL BE CONSTRUED TO BE
(2) 2X8 #2 SYP RAFTER @ 16" O.0 LICENSE TO PROCEED WITH THE WORK AND NOT
3
2x4 BLOCKING AT
FIRST 3 BAY AUTHORITY To VIOLATE, CANCEL, ALTER OR S
PROVISIONS THE TECHNIC
a� ro ,o
48" O.0
CODES NO SHALL ISSUANCEE O A PERMIT PRV
-
IT
PROFESSIONAL SEAL
110 C
N
' No 7093157,
THE BUILDING OFFICIAL FROM THEREAFTER
FLOR\a�'����~\
�//FIl1i1U�
Date: 2-22-2017
REQUIRING A CORRECTION OF ERRORS IN PLAN
1,4
LEFT ELEVATION
CONSTRUCTION OR VIOLATIONS OF THIS CODE
(2) 2 x4 TOP PLATE
_
SCALE: 3/16"=1'-0"
C)
zw
2 x4 STUD @ 24" O.0
Q �
�7 APA SHEATHING
v� p
INC
W �
SIMPSON A35 EACH
D .I
DRAWN
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 M.P.H.
3 SECOND GUST WIND LOAD REQUIREMENTS OF THE 2014 EDITION FLORIDA
CHECKED
KL
STUD TO BEAM
(2) 2 x 10 #2 SYP BEAM
,
P�O� �,
_ '� rJ
PROJECT
A-1
DRAWING NUMBER
A�l
DATE
1-24-17
BUILDING CODE BUILDING AND RESIDENTIAL & WIND REQUIREMENT OF THE,,
A.S.C.E. 7-10
6 BALOON FRAMING
A -"I SCALE: N.T.S.
W
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PROFESSIONAL SEAL
110 C
N
' No 7093157,
' STA
FLOR\a�'����~\
�//FIl1i1U�
Date: 2-22-2017
1,4
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DRAWN
CHECKED
KL
CAD PILE
PROJECT
A-1
DRAWING NUMBER
A�l
DATE
1-24-17