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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
2~16- ,-1.dwg
5-6-02
8148142 0.1"'1 EST
DOOR SCHEDULE
WINDOW SCHEDULE
DESCRIPTION
DOUBLE SH-25
SH-35
SH-H32
SH-35
SH-23
SH-H32
SH-H36
SH-H36
1 '
NUMBER
001
D02
003
004
DOS
006
007
008
009
010
011
012
013
014
015
016
OPTIONAL
Descri tion
Overhead Door 16 x 7
Hin ed Door 3' )( 6'-8"
Slider 2-Ponel 6' x 6'-8
Hin ed Door 2'-6" x 6'-8"
Hin ed Door 2'-8" x 6' -a"
Hin ed Door 2'-8" x 6'-8"
Hin ed Door 2'-6" x 6'-a"
Hin ed Door 2'-6" x 6'-a"
Hin ed Ooor 2'-8" x 6' -a"
Hin ed Door 2' x 6' -a"
Hin ed Door 2' x 6' -a"
Hin ed Door 1'-6" x 6' -a"
Obi. Bi-Fold 2' x 6'-8"
Obi. Bi-Fold 2' x 6'-8"
Bi-Fold Door 3' x 6' -a"
Hin ed Door 2'-6" x 6'-a"
Size
16 x7
3')(6'-8"
6'x6' -8"
2'-6"x6'-a"
2' -a"x6' -8"
2' -8"x6' -a"
2' -6"x6' -a"
2' -6"x6' -8"
2' -a"x6' -8"
2'x6' -a"
2'x6' -8"
l' -6"x6' -8"
2x 2' x 6'-8"
2x 2' x 6'-8"
3'x6' -8"
2' -6"x6' -8"
10
W1
W2
W3
W4
W5
W6
W7
W8
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.:/ /.. if1 GFI Indicates Ground Fault Interupt Circuit ~}A~S 9~J'~~\' ,,,lED
.) '/. . DA T E~I-= <::;..- - r.L-_ il.r - tt9., ..
NOTE: Electncal System Shown (Schematic Only) BUI~::':~~G DEPT APF'F'~),h{.L.Jt-~.~>
6JAMES A. CARNICELU, P.E. 19727
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COMPONENTS AND CLADDING
FBC 2001 SECTION 1606,2
EFFECTIVE DESIGN WIND
NO. ZONE WIND AREA PRESSURE
A 4 ~10 +21,8/ -23,6
B 4 ~20 +20,8/-22,6
C 4 ~50 +19,5/-21,3
D 4 ~100 + 1 8,5/ -20.4
AA 5 ~10 +21,8/-29,'
88 !S 5.20 +20,8/ -27,2
CC 5 ~50 +19,5/-24.6
DD 5 ~100 +18,5/-22,6
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
D 8-0 SGD. 8-0 OHD
16-0 X 7-0 OHD < +18,5/-22.6
ONLY' END ZONE OPENINGS WILL BE
NOTED ON FLOOR PLAN,
THE MAX, DESIGN PRESSURE FOR THE
GARAGE DOOR IS -22,6.
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GREAT ROOM
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AREAS
5-6-02
DATE
LIVING
GARAGE
ENTRY
LAN AI
TOTAL
1,413 d.
436 ..f.
~6 ..,.
213 ,.f.
2.088 s.f.
& UPDATE PER CODE
REV.
FOR APPROVAL;
R & R APPROVAL
ro
AS
DESCRIPTION
TO SHOP;
CARNELL nglneerln~, .. ' .
Civil, Rll'ru'\)ameil~l. PllJitlJlbS ~', ,: ~~
2225 East Edgewood Drive, Suite 5
Lake land, Florida 33803
863 666-3727 Fax 863 666-5747
DRAWN BY: LAZ
SCALE: 1/4" =
DATE: 7/13/99
JOB NUMBER
~ (813) 782-0825 Fox (813) 788-6773
Ryman Construction Inc.
JOB NAME:
CHECKED BY:
SAVANNAH
1 '-0"
Certified Building Contractor
37325 S.R. 54 W.
Zeph~hills, Fl. 33541
Cert. #CB C035134
SHEET
1 OF 2
DESCRIPTION: FLOOR PLAN & ELEVATIONS
KEVIN L. RYMAN
CA2816
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MIN, 240# FIBERGLASS SHINGLES -~OOF PITCH
OVER 15# FELT ON 15/32" PLYW,OOD PER ELEV.
SHEATHING (1/2" O,S,B.2 OPTIOf:-.lAl)
8d COMMON NAILS @ 6' O,C,
USP TA20, . -~
SIMPSON ETA20 '"
OR SEMCO TAPR 216 @
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- MIN. R-22
INSULATION
SOFFIT/FACIA
PER SPEC
OVERHANG PER
ELEVATION
- DRYWALL PER SPECS
FULL PERIMETER BOND BEAM
8" CMU, 8" HIGH W/ 1-#5
CONT. 2S" LAP CORNER BARS
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TO BOND BEAM @ POURED
CELL (SEE FLOORPLAN FOR
LOCATIONS)
PRECAST lINTEL- POUR FULL
(USE #5 IF SPAN OVER 48")
ALUMINUM FRAME WINDOW
(SIZE PER PLAN) Co
INSTALL PER MFG.
APPROVED DETAILS
- WINDOW SILL 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
MIN. 1/2" DRYWALL ON
1"X2" P.T. FURRING W/
MIN, R-S INSULATION
BETWEEN FURRING W/
. VAPOR BARRIER,
HEADER BLOCK ~ ~ WALL BASE & FLOOR FINISH
FINISH GRADE ~ ~ _'i~~::ER .S~EC __
FOOTING DOWELS: -,-,--
1-#5 EMBED, 6" MIN.
INTO FTG, W/ 90' HOOK
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ROOF PITCH
PER ELEVATION
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8" PRECAST LINTEL W/ #5
CONTINUOUS SPAN BETWEEN COLS,
W/ MIN, 8" BEARING SURFACE EACH
END CAP W/1 COURSE 4" OR 8"X16"
CMU KNOCKOUT W/ 1-#5 CONT,
POURED FULL W/ VERTICAL #5'S @
COLS, INTO K,O. BLOCK TIE INTO
FULL PERIMETER BOND BEAM W/
2S" LAP @ CORNERS
(2) 2X 10 OR (2) 2X 12 BEAMS
ATTACH TO MASONRY COLUMN
W/ MASONRY PURLlN HANGER:
USP HFM 3X 10, SEMCO
MPH-210-2 OR SIMPSON WNP210-2
(OR (2) 2X12 SIZE)
ANCHOR TRUSSES TO BEAMS W/
SEMCO HCPRF, HUGHES HCS OR
SIMPSON H1 TRUSS TIE,
- 16" X 16" COLUMN @
FRONT ENTRY PORCH W/
(3) #5 VERTICAL.
(COLUMN HEIGHT PER
ELEVATION)
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12" X 24" PIER FOOTING
W/ (2) #5 EACH WAY
MASONRY COLUMN DETAIL
SCALE 1/2" I' -0"
ONE PIECE GIRDER ----
HOLD DOWN-No, KM-7
(REPLACES HUGHES SHA-6)
UPLIFT CAP.=8,OOO#
MFG, BY K,O, McDONALD
PLANT CITY, FLORIDA
GIRDER TRUSS
DOUBLE OR
TRIPLE MEMBER
KM-7 .,
8" BOND BEAM W/
(1) #5 CONT.
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5/8" STUD ANCHOR
MIN, EMBED, = 2-1/4J
OR ANCHOR SYSTEM W/
MIN. 8,000# SHEAR
8" BOND BEAM -'\
W/ 1-#5 CONT.
8" CMU W/1-#5-,
EACH CELL
(POUR 2 CELLS)
W /FTG DOWEL
EACH POURED
CELL
8" CMU W/(1) 35
EACH CELL
(POUR (2) CELLS-CO
NOT PENETRATE WEBS)
NOTE: FOR GIRDERS W/ 3,000# OR
LESS UPLIFT - USE HUGHES LPTA'S
@ EACH END OF GIRDER, USE PER HUGHES
CATALOG SPECS, SEE ENGINEERED TRUSS
DRAWINGS FOR UPLIFT ON TRUSSES.
(2) 5/8"~ X 3-1/2"--
DUAL BOLT STUD ANCHORS
GIRDER TRUSS HOLDOWNS - ~fASONRY
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ALTERNATE MONO FOOTER
DESIGN CRITERIA
FBC 1606, 110 MPH WIND SPEED
EXPOSURE CATEGORY - B
ENCLOSED BUILDING CATEGORY 1,0
INTERNAL PRESSURE COEFICIENT :1:,18 ASCE 7
TABLE 6-7
VERTICAL REINFORCEMENT IN BLOCK WALLS
PROVIDE #5 BARS EACH SIDE OF OPENINGS 6'-0" OR GREATER,
AT ALL CORNERS. EACH END SHEARWALL SEGMENTS,
INTERSECTIONS AND LONG RUNS AS SHOWN ON PLANS
HOOK ENDS MINIMUM 10" AND LAP BARS MINIMUM 19", FILL
BAR CORES WITH CONCRETE.
EXTERIOR SIDING
1/2" HARDIBOARD OR T-111 SHEATHING
NAIL W/Sd CC 6" O,C, EDGES & 6" O,C, IN FIELDS
EXTERIOR PRE-HUNG DOORS
2X PT DOOR BUCK ATTACHED W/#4 CASE HARDS
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 ELECTRIC CODE (NEC),
FRAME WALLS
ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER),
SPF OR HIGHER GRADE.
ALL INTERIOR FRAMED BEARING WALLS TO BE U2 SPF.
ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES
AS INDICATED ON FLOOR PLAN)
COMPONENT AND CLADDING SCHEDULE
NOTED ON FLOOR PlAN,
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GENERAL NOTES
ROOF SYSTEM
ROOF 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" OSS ROOF DECK, USE Sd CC NAILS
SPACE 6" O,C, AT EDGES AND 6" O,C, IN FIELDS
ALL FLASHING SHALL CONFORM TO FBG CODE REQUIREMENTS,
ROOF COVERING
FIBERGLASS SHINGLES SECURED W/(6) NAILS
PER SHINGLE OVER 15# FELT OVER 7/16"
OSS ROOF DECK, PRODUCT MEETS ASTM D3161
PER F,S,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
W/ 4X5 L-FLASHING NAILED 6" O.C. AND
SECURED TO ASPHALT SHINGLE W/ROOF CEMENT.
GARAGE DOOR FRAME
GARAGE DOOR FRAME TO BE PT 2X6 S'-O"
W/(3) 1 /2"~ J BOLTS USING 2"~ WASHERS
& EVENLY SPACED ALONG LENGTH,
CEILING
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 W/
LONG DIMENSION PERPENDICULAR TO FRAMING,
TRUSS ANCHORS
TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
CONNECTED W/(10) Sd 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 APPROVED IN ACCORDANCE WITH
ANSI/AMMA/NWWDA 101/IS2 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,
5'-~
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NOTE:
GABLE END TRUSS SHALl (E1.v. Conly)
CONNECT TO BfAM W / HUGHES HCS 2'-0- D.C.
PROVIOE 2X4 RAT RUNS CONTINUOUS 2' D.C.
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HVAC Shown Schematic Only
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FLOOR SLAB OF PLANT MIX
CONCRETE 2500 P,S,I, 4"
THICK W/ 6X6 10/10 GAUGE
REINFORCING MAT W/ MIN, 1"
COVER, TERMITE TREATED SOIL
W/ VAPOR BARRIER OVER
COMPACTED CLEAN FILL,
FISERMESH 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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~~
15'-1~-
51'-4-
18'-8-
12'-8-
FOUNDATION PLAN
W/HVAC
1/4n~1'
JAMES A. CARN/CELLI, P.E. 19727
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.
& UPDATE PER CODE
REV.
FOR APPROVAL:
R & R APPROVAL
JAC
BY
TO FIEL.D;
AS BUILT:
5-6-02
DATE
DESCRIPTION
TO SHOP:
~ (813)
R ym a n
SHEET
2 OF 2
&
782-0825
Fax (813) 788-6773
JOB NAME:
CHECKED BY: JAC
Construction Inc.
l' -0"
SAVANNAH
Certified Building Contractor
37325 S.R. 54 W.
Zephyrhills. Fl. 33541
Cert. IICB C035134
DESCRIPTION: FOUNDATION & DETAILS
KEVIN L. RYMAN
CA2816