HomeMy WebLinkAboutBIN A-1 PERMIT 2605
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LEFT ELEVA TION
(A)
1/8"
(A)
1/8"
RIGHT E1LEVA TION
DOOR SCHEDULE
NUMBER
001
002
003
004
005
006
007
008
009
010
011
012
013
014
D15
Descri tion
Hin ed Door 3' )( 6'-8"
Hin ed Door 3' x 6'-8"
Slider 2-Ponel 6' x 6'-8"
Hin ed Door 2'-6" x 6'-8"
Hin ed Door 2'-8" x 6'-8"
Hin ed Door 2'-8" x 6'-8"
Hin ed Door 2'-6" x 6'-8"
Hin ed Door 2'-6" x 6'-8"
Hin ed Door 1'--6" x 6'-8"
Obi. Bi-Fold 2'-6" x 6'-8"
ObI. Bi-Fold 2'-6" x 6'-8"
Hin ed Door 1'-6" x 6'-8"
Pocket Door 2'-6" x 6'-811
Overhead Door 1 e,' x 7'
Hin ed Door 3' x 6'-8"
Size
3')(6' -8"
3')(6' -8"
6')(6'-8"
2'-6"x6'
2' -8"x6'
2' -8"x6'
2'-6"xO'
2'-6")(6'
1'-6")(6'
2x 2'-6"
2x 2'-6"
l' -6")(6'
2' -6"x6'
16'x7'
3'x6' -8"
2813-1-3,dwg 5-6-02 8:44142 0,1"'1 EST
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IJEFT ELEVATION
(B)
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RIGfIT EIJE'VATION
WI N DOW
ID DESCRIPTION
W1 Double SH25
W2 SH25
W3 SH25
W4 SH23
W5 SH25
SCHEDlJLE
OMPL Y WITH ALL
ALL WORK SHALL C . RillA BU1LDlNG
PREV AlLING CODES, FLO C CODE AND
CODe. NA 110NAL ELECTRl lNANCES
CfT'Y OF WHYRHlLLS ORD
Office
'~opy
PLAr ~s R['jIEVrD
DATE l "t - I ~ ' 0 L
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JAMES A. CARNICELLI, P.E. 19727
'J.- fJfl/;C( (y,1j..,fz- fWP S ~N
J-f f, CNfi~j
COMPONENTS AND CLADDING
FBC 2001 SECTION 1606,2
I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
OPINION AS A LICENSED PROFESSIONAL IN THIS
JURISDICTION, I HAVE REVIEWED THE ATTACHED
DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
COMPLIANCE WITH SECTION 1606 OF THE 2001
FLORIDA BUILDING CODE
EFFECTIVE DESIGN WIND
NO, ZONE WIND AREA PRESSURE
TYPICAL EXAMPLES
A 1/2 32, 1/2 33, 1/2 34. 22
B 1/2 35, 1/2 36, ALL SH 2_
SH 32-34, 3-0 DOOR OR LESS
C SH 35, 36, 5-0 OR 6-0 SGD
J 8-0 SGD, 8-0 OHD
16-0 X 7-0 OHD < + 18,5/ -22,6
ONLY END ZONE OPENiNGS W:LL BE
NOTED ON FLOOR PLAN,
THE MAX. DESIGN PRESSURE FOR THE
GARAGE DOOR IS -22.6,
A
4
4
4
4
5
5
5
5
B
C
D
AA
BB
CC
DD
~10
~20
~50
~100
5.10
.5.20
S50
s.100
+21,8/ -23,6
+20.8, -.'2,6
+19,5/ -21,3
+18,5/ -20.4
+21,8;' -29,1
~~
+20,8/-27,2
+ 1 9,5/ -24,6
+ 18,5/ -22,6
!::~<'::{~~C''iAR~N?/EI L Engineering, ~,..,~
'i:~.:,...~~:;~?~~ J \~_':i'. ~;,j",r.."",:.;j, l'j.:L~~::,~e~
2225 East .Edgewood Drive, Suite 5
Lakeland, Florida 33803
863 666-3727 Fax 863 666-5747
JOB NAME: DRAWN BY: LAZ
SCALE: 1/4" =
CI-IARLOTTE DATE: 7/13/99
JOB NUMBER
DESCRIPTION: FLOOR PLAN & ELEVATIONS CA2813
&
AREAS
LIVING
GARAGE
ENTRY
(OPT) RF.AR
TOTAL
ffi UPDATE PER CODE
REV. DESCf~IPTION
~O~ A:PARp~V;~;A[_-= __ _._ ~~<?_~~_O?~__._" _
1,250 s.f.
425 s.f.
107 s.f.
1,702 ,.f.
FA rrro 120 s.f.
1.902 s.f.
JAC
BY
TO FIELD:
AS BUILT:
5-6-02
DATE
~ (813) 782-0825
Ryman Construction Inc.
Fax (813) 788-6773
CHECKED BY:
JAC
1 '-0"
Certified Building Contractor
37325 S.R. 54 W.
Zephyrhills, FI. 33541
Cert. #CB C035134
SHE ET
1 OF 2
KEVIN L. RYMAN
@ COLUMN USE USP
TA20, SIMPSON ETA20
OR SEMCO TAPR 216 @
Et!D OF TRUSS _..._.~\
\.
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ROOF PITCH
PE.R ELEVATION
USP HC10
SIMPSON H 10 OR
SEMCO HCPRF
(f)
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(OPTIONAL)
8" PRECAS'~ LINTEL wi #5
CONTINUOUS SPNJ BETWEEN COLS.
wi MIN. 8" 8FARING SURFACE EACH
END CAP W/1 COURSE 4" OR 8"X16"
CtAU KNOCKOUT WI 1-#5 CONT.
POURED F JLL wi VERTICAL #5'S @
COLS, INTO K.O. BLOCK TIE INTO
FULL PEf'-IMETER BOND BEAM WI
2:5" LAD @ CORNERS
USP EHCC 66
OR SEMCO PCPGA 66
POST CAP
(2) 2X10 BEAMS
CONNECrED TO MASONRY
WI USP HWUH 2-2X10
\ SIMPSCN HUC410TF
\ SEMCO MPH-210-2
.- USP EHCC 66 OR
SEMr~ PCPGA 66 POST CAP
~1' .....)"'..J..',- (2) 2X 10 OR (2) 2X 12 BEAMS
. .' ATTACH TO MASONRY COLUHN
. '.. wi MASONRY PURLiN HANGER:
USP HFM 3X 1 0, SEMCO
MPH-210-2 OR SIMPSON WNP210-2
(OR (2) 2X 12 SIZE)
ANCHOR TRUSSES TO BEAMS wi
SEMCO HCPRF, USP HCS OR
SIMPSON H 1 TRUSS TIE.
\
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Cl:::
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... 16" X 16" COLUMN @
FRONT ENTRY PORCH wi
'3) #5 VERTICAL.
~COLUMN HEIGHT PER
ELEVATICN)
.\--...
6X6 GR.II
P,T. PINE COLUMN
OPTiONAL:
HUGHES PA6X6
SIMPSON ABU66 OR
SEMCO ABP 66
WHERE UPLIFT IS
UNDER 2,000#.
FINiSH GRADE.,,,
""
'''''-
.....
COLUMN BASE
USP CO 66
SIMPSON LCB 66 OR
SEMCO CMP66
r ' "-1
FOOTING DOWELS: ..........._" .~.> ::1
2 -#5 EMBED, .s" MIN, \ ~
INTO FTG, wi 90' HOOK \. :..'
\ '~" .JI .
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J.J- ....:.. .~.. ,.,/'" 12" X 24" PIER FOOTING
'.'f: ~ .:-.- ',y:;/ wi (2) #5 EACH WAY
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wi (2) #5 EACH WAY
MASONRY COLU"~fN DETAIL
SCALE 1/2" l' -0"
WOOD COLUA:..']\[ DETAIL
SCALE 1/2"
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2X4 BLOCKING
OR 2X4 RAT RUNS
4' -0" O,C, FOR FIRST
TWO FRAMING SPACES
FROM EACH END
FOOTING DOWELS: ..-.-.-......"
1-#5 EMBED, 6" MIN. ",
INTO FTG. WI 90' HOOK "'-
'-,
4" CONCRETE SLAB "\
~I wi 6X6 #10 W.W.M.
OR FIBERMESH .
t --,,--' ;-
"<<I" - - -- -.:.-.,,;- ~,J ,\
1 (2) #5 REBAR ..... '" r
CONTINUOUS '....,.
(.II\IN, 3" CLR,) '=to 1..-
_....J
USP LPTA
~9~0'~~.~~)
(15) 8d X
1-1/2" NAILS
GRADE
NOTE:
IN CATHEDRAL CEILING APPLICATION,
BLOCKING OR RAT RUNS SHALL BE
UTILIZED TO CONNECT BOTTOM CHORD
OF FIRST TWO SCISSOR TRUSSES TO
GABLE END TRUSS AS INDICATED,
~-l
ALTE1R"NATE MONO
FOOTER
5d COOLER NAILS OR
GWB54 @ 7" O,C,
DIRECT TRUSS TO MASONRY
END WALL FOR GYPSlJM CEILING DIAP.HRAM
CENERAL NOTES
MIN. 240# FIBERGLASS SHINGLES "-'-'-\(OOF PITCH
OVER 15# FELT ON 15/32" PLYWOOD PER ELEV.
SHEATH.. IN. G (1/2" O.S.B.), OPT. .IONAL) ~., PRE-~NG!NC:ERED TRUSSES
8d COMMON NAILS @ 6' O.C, @ 24 G.C. BY OTHERS
=" - .r" MIN R-22
USP TA20 -_..__._-"-~".~.... /' '
SIMPSON ETA20 "....""- 0...,/' INSULATION
OR SEMCO TAPR 216 @ ,.;;'
EA. END EA. TRUSS
..Q..E;;IGN CRITERIA
FBC 1606, 110 MPH WI~D SPEED
EXPOSURE CATEGORY -, B
ENCLOSED BUILDING CATEGORY 1,0
INTERNAL PRESSURE COEFICIEN"r :t, 18 ASCE 7
TABLE 6-7
VERTICAL REINFORCEMENLltLBLOCK WALLS
PROVIDE #5 BARS EACH SIDE OF OPENII'JGS 6'-0" OR GREATER,
AT ALL CORNERS, EACH END SHEARWALL SEGMENTS,
INTERSECTIOt\S AND LONG RUNS AS SHOWN ON PLANS
HOOK ENDS MINIMUM 10" AND U,P BARS MINIMUM 19". FILL
BAR CO~ES WITH CONCRETE.
EXTERIOR SIDltlQ
1/2" HARD,BOARD OR T'-111 SHEATHING
NAIL W/8d CC 6" O,C. EDGES & 6" O.C, IN FIELDS
EXTERIOR PRE-HUNG DOORS
2X PT DoeR BUCK ATTACHED W/#4 CASE H,.I,RDS
OR T-NAILS @ 4" O.C.
SECURE PRE-HUNG DOOR UNIT TO PT W/(3) EQUALLY SPACED
2-1/2" (OR LARGER) SHEETROCK SCREWS
ELECTRICAL
ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE
SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
ACCORDANCE WITH THE NATIONAL E~ECTRIC CODE (~EC),
FPAME WALLS
ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER),
SPF OR HIGHER GRADE.
ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF,
ALL WOOD BEARING HEWERS TO BE #2 SYP (SIZES
AS INDICATED m~ FLOOR PLAN)
COMPONENT AND CLADDING SCHEDULE
NOTED ON FLOOR PLAN,
ROOF SYST~
ROOr' DEAD LOAD - 7# P.S.F,
ROOF LIVE LOAD - 20# P,S,F.
ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES.
ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR
AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
PROVIDED),
ROOF SHEATHING NAILING SCHEDULE
FOR 7/16" OSB ROOF DECK, USE 8d CC NAILS
SPACE 6" O.C. AT EDGES AND 6" O.C. IN FIELDS
ALL F"LASH'NG SHALL CONF'ORM TO FBe CODE REQUIREMENTS.
ROOF COVE~ING
FIBERGLASS SHINGLES SECURED W/(6) NAILS
PER SHINGLE OVER 15# FELT OVER 7/16"
OSB ROOF DECK, PRODUCT MEETS ASTM 03161
PER F.B,C.
FLASHING
FLASHING SHALL BE GALVANIZED STEEL 0,0179
26 GA. (ZINC COATED G90) NAILED 6" O.C, @ EDGES
OVER 15# FELT W/CLOSED CUT VALLEY.
WHERE VERTICAL WALLS MEET ROOF LINE, FLASH
wi 4X5 L-FLASHING NAILED 6" O.C, AND
SECURED TO ASPHALT SHINGLE IVIROOF CEMENT.
GARpGE DOOR FRAME
G.&.RAGE DOOR FR.A,ME TO BE PT 2X6 8' -0"
w/(.3) 1/2"~ J BOLTS USING 2"~ WASHERS
& EVENLY SPACED ALONG LENGTH
CEfLlNS
1/2" CEILING BOARD w/1-1/4" TYPE W SCREWS 12" O.C,
(ASTM 1002) OR NAILED w/1-1/4" DRYWALL NAILS @
7" O.C. (ASTM C514), PLACE BOARDS wi
LONG DIMENSION PERPENDICUi.AR TO FRAMII'JG.
SOFFITIFACIA
PER SPEC
OVERHANG PER
ELEVATION
-,,- DRYW/,LL PER SPECS
FULL PERIMETER BOND BEAM
8" CMU, 8" HIGH Wi 1-#5
CONT. 25" LAP CORNER BARS
#5 VERTICAL FROM SLAB
TO BOND BEAM @ POURED
CCLL (SEE FLOORPLAN FOR
LOCATIONS)
PRECAST L1NTEL- POUR FULL
(USE #5 IF SPAN eVER 48")
-- ALUMINUM FRAME WINDOW
(SIZE PER PLAN)
INSTALI_ PER MFG.
APPROVED DETAILS
/.-- WINDOW SILL PER SPEC.
.. MIN, 1/2" DRYWALL ON
1 "X2" P,T. FURRING WI
MIN. R-5 INSULATION
BETWEEN FUI(RING wi
VAPOR BARRIER,
,~' WALL BI\SE t.<. FLOOR FINISH
I PER SPEC,
\-
BUILDER NOTE:
ALL ENGiNEERED TRUSS
DRAWINGS TO BE FURNiSHED
TO ENGINEER OF RECORD
FOR REVIEW PRIOR TO FINAL
ISSUE OF DRAWINGS.
PRECAST CONC, SILL
..'~_...
I.
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;-8X8 W1.4 X W1.4
OR FIBERMESH
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FOOTING DOWEL~,: ....~--_._',
1-#5 EMBED. 6 MIN, '...., ....:.
INTO FTG. WI 90' HOOK '~ITD""-"..'
HEADER BLOCK ....-..." ". I
.......... ,--";",11,'"
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FINISH GRADE -~"'-.. '",-.
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8' WALL SECTION
SCALE 1/2"
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12"'x 16" fvJting ~ II I
see wall detail ~
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HVAC SCHEMATIC ONLY
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FLOOR SLAB OF PLANT MIX
CONCRETE 2500 p.s.1. 4"
THICK wi 6X6 10/10 GAUGE
REINFORCING MAT WI MIN. 1"
COVER. TERMITE TREATED SOIL
WI VAPOR BARRIER OVER
COMPACTED CLEAN FILL.
FIBERMESH CONCRETE MAY BE
USED IN PLACE OF MESH,
-+- DENOTES CONCRETE FILLED CELL
W/1 #5 FROM FOUNDATION TO
BOND BEAM (TYPICAL)
THE BUILDER SHALL VERIFY
THAT THE FOUNDATION BEARING
SOIL HAS A MINIMUM LOAD
CARRYING CAPACITY OF 2,000
POUNDS PER SQUARE FOOT.
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! I L COLUMN FOOTER
" I SEE DETAIL
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. SEE DETAIL
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SEE DETAIL
5'-9"
3'-9"
4' 10"
......
1'-3"
16'-10"
...
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1'-3"
TRUSS ANCHORS
TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
CONNECTED w/(10) 8d NAILS @ EACH STRAP
FOR (1) PLY OR HIP GIRDER, USE (2) USP TA20 EACH END
FOR (2) PLY GIRDER USE (3) USP TA20 EACH END
FOR GABLE END TRUSS, USE (1) USP TA20 OR EQUAL
UNLESS NOTED OTHERWISE.
WINDOWS
ALL WINDOWS TESTED AND APPf~OVED IN ACCORDANCE WITH
ANSIjAMMA/NWWDA 101/1S2 STANDARD AND LABELED AS SUCH.
WINDOWS INSTALLED PER MFG. INSTRUCTIONS FOR APPLICABLE
DESIGN PRESSURE, WINDOWS SHALL BE ANCHORED
INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS is
> 1-1/2". FOR ANY 2X BUCK STRIPS. ATTACH TO MASONRY
w/#4 CASE HARD OR T -NAILS @ 4" O.C,
ALL MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF
1,5 X THE DESIGN LOAD.
PRE-ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA
REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
THE ENGINEER OF RECORD FOR REViEW PRIOR TO INITIATION OF
CONSTRUCTION,
&
FOUNDATION PLAN
W /HVAC
1 '
1/4"
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JAMES A. CARNICELLI, P,E. 19727
2225 East Edgewood Drivel Suite 5
Lakelandl Florida 33803
863 666-3727 Fax 863 666-5747
DRAWN BY: LAZ
SCALE: 1/4" =
DATE: 7/13/99
JOB NUMBER
ffi UPDATE PER CODE
FOUNDATION PLAN
REV.
FOR APPROVAL:
R & R APPROVAL
DESCRIPTION
TO SHOP:
-..""
.......-
I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
OPINION AS A LICENSED PROF"ESSIONAL IN THIS
JURISDICTION, I HAVE REVIEWED THE ATTACHED
DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
COMPLIANCE WITH SECTION 1 606 OF THE
FLORIDA BUILDING CODE.
~ (813)
R ym an
782-0825
Fax (813) 788-6773
JOB NAME:
Construction
Inc.
CHARLOTTE
Certified Building Contractor
37325 S,R. 54 W.
Zephyrhills, Fl. 33541
Cert. #CB C035134
KEVIN L. RYMAN
DESCRIPTION: FOUNDATION & DETAILS
TO
JAC
LAZ
BY
FIELD:
5-6-02
9-30-99
DATE
--_.'.'.-~--;'>""-7_.~~:~-~-'---"'-~
CHECKED BY:
JAC
l' -0"
CA2813
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