HomeMy WebLinkAbout5934 17th StAL __ -I 1 I _
PARTIAL WEST ELEVATION 1/411 _ 11 OII
PARTIAL NORTH II
ELEVATION 1/4 1 O
FOUNDATION PLAN 1/411 = 1, 011
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THE CLIENT UNDERSTANDS THAT T-IE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDE-"INIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
PARTIAL SOUTH
ELEVATION 1/4" = 11 011
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aR-CL- '5 REBAR FRC - =:,C tiG
BOO_ -C -OP OF WALL. SSE
+_-1-.0 =TAIL
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EX15TING FLOOR PLAN 1/4" = 1' 011
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F, 5-1-s CONCRETE STAIRS TC 4_-- . —
EXISTING (2 "A o- -C*- AND 4X4 BEAMS
ROOF REPL-C=_ -CS- = NEEDED. SECURE TO -� E- S"NG
FOUNDA'iICN _ -- ABU44 POST BASE -'-- :'x4"
EXPAfiSION 5f`_-S -` ^'LL NAIL HOLES WITH C
NAILS
:XISTING NCRT1-
END G'= a^''"E \
\\ \\\, oil
140USE FINS-- =_CCQ 3' ABOVE
PORCH FLC,--q c--qC- FLOOR
22" ABOVE iR=: E
RAISED
=NTRY PORC— O
6°
tiC _ -ECTRIC4L LL, < BE DONE
PROPOSED FLOOR PLAN 1/411 = 11 Oft
C .1
NEW C^ GRE c Cr2CH EDGE
EXIS' 'IS axa �- BEAMS CAN REUSE
OR R_s...--E. C BE DETERMINED ^JRINGs
CChS-Qt_- Cti
PLACE Cr TOP OF CONCRETE
PORCH - . _ =x-EVD TO BOTTOM C=
EXISTING -CCL BE.-"- A* TOP, REPLACE
BEAMS :.a_ '-=_ w 1,5 SAME SIZE
—RELLIS 100 SQ. F'.
RENOIVAT'ON 32 SQ ,F—.
ALL
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T.L: «-%•I1 I LIC'NSO. 38654
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I HERS fl-A ,L AND SPECIFICATIONa
WERE PEaiq�' R (N, !�Y DIRECT SUPERVISON
ARE IN0, 111vCEtq►`Y�b SECTION 1609 OF --•E
FLORIDA 1�IL C,QpE12b,' G :DITION AND ASCE -1-O
FOR 139 mr;wey.., j fv 4TE30RY II AND THE EN RE
2011 BUILDINGS j j IAL 6--+ ADDITION
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1 OF 2
GENERAL
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE
6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION.
T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F,
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P,S,F,
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F,
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S,F,
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31; PER 2011 FLORIDA
BUILDING CODE, RESIDENTIAL 6TH EDITION- SECTION R301.2.1,1. AND 2011 FLORIDA BUILDING CODE
II EDITION SECTION 1609
COMPONENT t CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT t EXPOSURE ADJUSTMENT
COEFFICIENT • LO
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT • +/- OAD
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602,5
NOTES:
T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITWOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING,
T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS t SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DA-
COMPRESSIVE STRENGTH OF 2,500
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND 'DENT TIED IN ACCORDANCE
WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR 05 REBAR, 30" FOR 06 REBAR t 35" FOR 01 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS,
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITW ASTM C-SO
AND SHALL HAVE A MINIMUM F'M OF 1,500 P,S,I.
MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE E;T"ER TYPE M OR S.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
SOIL BEARING COMPACTION: WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR 05 REBAR, 30" FOR •6 REBAR t 35" FOR 01 REBAR.
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F,
(MINIMUM), THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
ON THE SITE IS PROPERLY PREPARED t COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. OF 3/8", PLACED AT AN 8 TO II INCH SLUMP AND HAVE A M'N""UM 28 DAY COMPRESSIVE STRENGTH
FOUNDATION LOADING, OF 2,500 P.S,I, (WHEN TESTED PER ASTM C-101S).
PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN.) IN CELLS CON-AINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
I
N/A
+32,3/-35.3
2
-65.1
+32,3/-56.2
3
110,6
+32.3/-813,0
4
N/A
+35,3/-38.2
5
N/A
+35.3/-41.2
APPROVED PRODUCT LIST
STATE OF FL.
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL "
STRUCTURAL COMPONET
ABWZ44
SIMPSON
FL 10860
STRUCTURAL COMPONET
H3
SIMPSON
FL 10446
STRUCTURAL COMPONET
U26
SIMPSON
FL 10655
STRUCTURAL COMPONET
LSTAS
SIMPSON
FL 10852
2X4 PT TOP RAILING 36" ABOVE LANDING
WITH 2X2 PT BALUSTERS SPACED 3 3/4"
APART
2X4 PT SIDE RAIL BELOW 2X4 PT TOP RAIL -
2X4 PT TOP STAIR RAILING 36" ABOVE
TREADS WITH 2X2 PT BALUSTERS SPACED
3 3/4" APART
ADD 1 1/2" GRAB RAIL TO INSIDE OF
2X4 PT SIDE RAIL FOR GRASPING
EXISTING STAIRS TO REMAIN
4X4 PT POST SECURED TO FACE OF
CONCRETE STAIRS WITH (2) 114"Xro"
MASONRY SCREW WITH WASHERS
12"X8"X8" DEEP FOOTING WITH (2)
05 REBAR ON CHAIRS AT THIS
WALL EDGE
THE CLIENT UNDERSTAND-S THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARM'T_ESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
STRAP ALL EXISTING ROOF RAFTERS TO
BEAMS WITH SIMPSON H3 CLIPS, FILL ALL
NAIL HOLES WITH IODxI 1/2" NAILS
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HOUSE FINISH FLOOR 23 3/4" ABOVE
GRADE AT THIS SIDE 0= HOUSE z
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EXISTING SOUTH
END OF HOME
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(2) 4X4 PT POST EMBED IN
16"X20"X36" DEEP CONCRETE,
SEE CUT SECTION DETAIL
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FOUNDATION FLAN 1/411 = 11 oil
— —
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4X4 F=T BEAM AT TO= -O
MATCH EXISTING BEA-5
I
=LACE AS NEEDED
j
4X4 0- =CST A- EACH LCCA-'Cti. SECURE
AT BC--C" L'" SIMPSON AB444Z =CST
% BASE L ' - 5.8 X4 EXPANS 01, BC_' AND
SECURE -0 BEAM AT TOP S ^1PSON
LS-A9 STRA= A- EACH SIDE .:tiD LL ALL
NA,_ --C_=_S - '-I IODXI 1/2" tiA _S
FILL INS DE L'" C_E4 N COMPAC- SC AND
FOR- A,D =C.:R 4 CCNCRETE CA= 'OP
OF L'A_ AND - __ A__ CELLS OF _A__ SOLID
WIT" CC\CRE-_. \C-ERMITE TREA—EN- CR
�_ �—
1 71
— —
— — — — — — — — — — — — — — —
— —
— —
`S-Ar B-CC< _A_L AT ALL =C. _R S -.ES
• • 4 °
4 • 4 • 4 • • 4 ° 4 • 4 •
4 °III j-
C= F=,^iQ �:• _AND NG. STOP BLCS< 8* BELOW
'n /1 �n
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+-C•,SE = N'5-+ _^OR. PLACE @5 / -TK SAL
REBAR AT LOCATIONS SHOWN C` =0-1,7,ATION
O PLAT --AT W'LL EXTEND IN CC�CRE_-=_ SLAB
— 2" FRC- TOP OF SLAB
D D
D
D D
D D
a • 4 • 4 s 4 • 4 • 4 • 4 e 4 . 4 • 4
n� .o D'n D'o D'o
a 4 • 4
D D ° 4
° 4 ° 4 ° 4 ° 4 ° 4 ° 4
16"XS"X8" DEEP FOOTING WITH (2:
j' Q11
05 REBAR ON CHAIRS TYPICAL
11 411
FORCH
CUT SECTION DETAIL
NOT TO SCALE
2X8 PT ATTACHED TO BEAM AT THE ONE END
WITH SIMPSON U26 HANGER AND ATTACHED TO 101 On
FACE OF POST AT 1HE OTHER END WITH (4)
0BX3 V2" GALV SCREWS
DBL 2X8 PT SCREWED TOGETHER WITH
T_18>4' GALV SCREWS STAGGERED 6" OC
I
I
4"XI6"XI6" CONCRETE PADS SETTING
ON GROUND AT (4) LOCATIONS SHOWN
0
0
HOUSE FINISH FLOOR 23 3/4" ABOVE
GRADE AT THIS SIDE OF HOUSE z ;— —
EXISTING SOUTH
END OF HOME
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2X8 PT SECURE TO BACK OF FRONT
2X8 PT ATTACHED TO BEAM AT THE ONE END 2X8 PT WITH •8X2" GALV SCREWS
WITH SIMPSON U26 HANGER AND ATTACHED TO STAGGERED ® 6" OC
FACE OF POST AT THE OTHER END WITH (4)
@BX3 1/2" GALV SCREWS
DECK FRAMING FLAN 1/4" - 11 O11
(STING
OF
4"XI(o"X16' CONCRETE PADS SETTING
ON GROUND A' 14) LOCATIONS SHCL N
ON FLOCR =LAN
2X4 PT + 16" AT TOP OF 2X8
RAFTERS. SECURE WITH (2) 18X3"
—GALV SCREWS. SCREWS NOT
SHOWN
REMOVE EXISTING STAIRS
AND BUILD NEW ON TOP OF
WOOD DECK
2X8 PT RAFTERS a 24" OC
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HOUSE FINISH FLOOR 23 3/4" ABOVE
GRADE AT THIS SIDE OF HOUSE
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2X10 PT LEDGER INSTALLED ABOVE EXISTING
SLIDING GLASS DOOR, CUT 2XIO TO MATCH THE
HEIGHT OF 2X8 RAFTERS AND 2X4 TOP BOARDS,
NO ELECTRICAL WORK TO BE DONE
ATTACHED TO STUDS IN WALL OF HOUSE WITH (3)
1/4"X4" LAG BOLTS IN EACH STUD. LAG BOLTS
ARE NOT SHOWN
FLOOR
FLAN
1/411 = 11
O11
2X8 PT JOIST ® 16" OC ATTACHED AT
EACH END TO BEAMS WITH SIMPSON
U26 HANGERS, FILL NAIL HOLES WITH
IODXI 1/2" NAILS
2X8 PT SET TO OUTSIDE OF POST
AND SECURE TO FACE OF POST
AT EACH END XITH (4) •8X3 1/2"
GALv SCREWS
`tv
0
2X4 PT A 16" AT TOP OF 2X8
RAFTERS, SECURE WITH (2) 09X3"
GALV SCREWS, SCREWS NOT
SHOWN
2X8 PT RAFTERS 0 24" OC
SECURE RAFTERS TO 2X10 PT LEDGER WITH
SIMPSON U26 HANGERS FL" 109,44, FILL NAIL
HOLES WITH IODXI 1/2" NAILS
2X10 PT LEDGER INSTALLED ABOVE EXISTING
SLIDING GLASS DOOR. CUT 2X.IO TO MATCH THE
HEIGHT OF 2X8 RAFTERS AND 2X4 TOP BOARDS
ATTACHED TO STUDS IN WALL OF MOUSE WITH (3)
1/4"X4" LAG BOLTS IN EACH S-L,--. LAG BOLTS
ARE NOT SHOWN
5/4X6 PT DECK BOARD OR COMPOSITE
DECKING ATTACHE TO JOIST WITH (3)
88X2 1/2" GALV DECK SCREWS
2X8 PT JOIST • 16' CC ATTACHED AT
EACH END TC BEA11S WITH SIMPSON
U26 HANGERS, FILL NAIL HOLES WITH
IODXI 1/2" NA'_S
it
DBL 2X8 PT SCREWED TOG_ HER WITH
08X2" GALV SCREWS STAGGERED 6" OC
TRELLIS CUT SECTION DETAIL
NOT TO SCALE
0
II 4l1
PT POST AS SHOWN ON FLOOR PLAN
2X8 PT BEAM EACH SIDE OF POST WITH
(2) 1/2"X GALV THRU BOLTS WITH WASHER
AT EACH SIDE
2X10 PT FASCIA CUT TO MATCH THE HEIGHT
OF 2X8 RAFTERS AND 2X4 TOP BOARDS,
ATTACHED TO RAFTERS WITH (4) •8X3" GALV
SCREWS. SCREWS NOT SHOWN
2X10 PT FASCIA CUT TO MATCH THE HEIGHT
OF 2X8 RAFTERS AND 2X4 TOP BOARDS,
ATTACHED TO RAFTERS WITH (4) "SX3" GALV
I' O" SCREWS. SCREWS NOT SHOWN
2X8 PT BEAM AT EACH SIDE OF POST
WITH (2) 1/2"X GALV THRU BOLTS WITH
WASHER AT EACH SIDE
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\_l2J 4X4 PT POST AS SHOWN ON
FLOOR PLAN EMBED IN CONCRETE
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2X8 PT SET TO OUTSIDE OF POST
AND SECURE TO FACE OF POST
AT EACH END WITH (4) •SX3 1/2"
GALV SCREWS
PLACE (6) 16D GALV NAILS IN 4X4 PT
AND EMBED IN 16"X20"X36" CONCRETE
EXISTING GRADE
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PA, BOX 1!1 , DADE C° l*, � 33526
I HERB ?I_ tjFY' fiF•fA�LfiF1�5E F?Lr�N�AND SPECI= CATIONS
WERE PRi'3R UNPElr=MY DIRECT SUPERVISION
ARE IN Ca���}P!�1" �GEe T, c 16, SECTION '600 OF THE
FLORIDA Bul (oT ADDITION AND ASCE 1-10
FOR 139 MPH f4D��&jqp4'T
� 4,aATEGORY 11 AND THE ENTIRE
2011 BUILDING CODIDENTIAL 6TH ADDITION
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