HomeMy WebLinkAbout2545 Magnolia Ave 17-758 Lanai4x4 P.T. #2 SYP POST
23'-6"
16'_7"
WITH SIMPSON ABU44
AT BOTTOM TO FOOTING
11' 9" 11 9
23'_6"
19
NEW 12" x 12" FRAME OUT
COLUMN. TYPICAL OF 5
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EXISTING 4" THICK
CONCRETE SLAB.
REMOVE EXISTING 4" CONCRETE SLAB AT
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THIS AREA THEN FORM &POUR
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NEW 24" x24"x12" CONCRETE FOOTING W/co
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(3) #5'S EACH WAY. TYPICAL OF 5 PLACES
NEW COVERED LANAIN
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"
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8'-0" CLG.
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EXISTING 4" THICK
CONCRETE SLAB.
EXISTING RESIDENCE
EXISTING CONCRETE FOOTING
1—STORY FRAME HOUSE
FLOOR PLAN
FOUNDATION PLAN
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SCALE: 3/16"=F-0"
SCALE: 3/16"=1'-0"
NAILING SCHEDULE.
4x4 P.T. #2 SYP POST
ROOFS/CEILINGS:
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TYPICAL OF 3 PLACES
6 SIMPSON HUS28-2
15 ROOF SHEATHING TO BE MIN. 32" APA SHEATHING
/
A-1 FOR BEAM TO BEAM
(2) 2 x10 #2 SYP BEAM
RATED 24/16 FOR TILES, U.N.O. CEILING SHEATHING
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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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n (2) SIMPSON HTS20
SHEATHING TO BE PLACED WITH LONG DIMENSION
R COLUMN T BEAM
,i FOR COLUMN TO BEAM
(TRUSSES). ROVID P PERPENDICULAR TO SUPPORTS P E
ERPE
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PLY CLIPS AT ALL UNSUPPORTEROOF HEATHING
A-1
CONNECTION
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JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24"
ii IMPSON L,5bU EA. RAFTER i
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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
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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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u 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
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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
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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
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SIMPSON LS50 EA. RAFTER �`
DOES NOT EXCEED 600 LBS.
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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"=F-0"
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HARDI BOARD SIDING MATCH
WITH EXISTING
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REAR ELEVATION
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SCALE: 3/ 16"= V-0"
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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
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//: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
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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
i -EXISTING SHINGLE ROOF (2) TOE NAILS @ EA. END
SHINGLE ROOF MATCH
2 10 #2 SYP BEAM
WITH EXISTING
(2) X
(2) 2 x 10 #2 SYP BEAM
BEAM TO POST CONNECTION
SEE PLAN
(2) 2 x 10 #2 SYP BEAM
BEYOND
4x4 P.T. WOOD POST
REVIEWED POR CODE COMPLIANCI
�Y
PLANS EXAMINER
5 SECT I ON
PATEATE
-------------
A -'I SCALE: N.T.S,
SANFORD BUILDING DIVISION
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
48" O.0
CODES NO SHALL ISSUANCEE O A PERMIT PRV
-
IT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLAN
LEFT ELEVATION
CONSTRUCTION OR VIOLATIONS OF THIS CODE
(2) 2 x4 TOP PLATE
_
SCALE: 3/16"=1'-0"
2 x4 STUD @ 24" O.0
�7 APA SHEATHING
INC
SIMPSON A35 EACH
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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
STUD TO BEAM
(2) 2 x 10 #2 SYP BEAM
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P�O� �,
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BUILDING CODE BUILDING AND RESIDENTIAL & WIND REQUIREMENT OF THE,,
A.S.C.E. 7-10
6 BALOON FRAMING
A -"I SCALE: N.T.S.
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PROFESSIONAL SEAL
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' No 7093157,
' STA
FLOR\a�'����~\
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Date: 2-22-2017
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DRAWN
CHECKED
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CAD PILE
PROJECT
A-1
DRAWING NUMBER
A�l
DATE
1-24-17