4005 W 1 St - BC06-000989 (NEW BUILDING - GAZEBO) (A) (2)CONTRACTOR
ADDRESS MCKEE CONSTRUCTION
P 0 BOX 471366 _
LAKE MONROE, FL 32747
407-323=1150
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
NIGHT OWL PROPERTIES LLC
854 WOODBARK COVE
SANFORD, FL -32771 -
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT #C * 04 tol DATE , "Oka
PERMIT DESCRIPTION ms
PERMIT VALUATION
SQUARE FOOTAGE
r
y1
8'0"to 24'0"
TYPICAL EARTH ANCHORS TYPICAL LUS26 HANGER
AT EACH CORNER AT FAPP giNir_i F .inirT
TYPICAL 4" x 4" SKIDS AT 4 PLACES
AND ATTACH TO OUTER BAND W/ A33 CLIP
AT 4 PLACES
0
ATTACH RAFTER TO 2"x10"
WITH �5) 8 X 3" SCREWS
(1) 0 T P, (2) PER SIDE.
2" X 6" P.T. RAFTERS MAX. 36" O.C.
ITTACH RAFTERS TO 2"x 8" RIDGE
RIDGE W/(5) #8 X 3" SCREWS
(1) ON TOP, (2) PER SIDE.
TYPICAL 2"" X 6" FLOOR JOISTS J o USE TP35 FLAT MENDING PLATE I A I I ACH RAF I LN 10 PLATE WITH (6)
@ 20" O.C. � o AT (6j PLACES WHERE 2x12 PLATE 12(D) RING SHANK NAILS, (3) EACH SIDE
CD MITRES AT CORNERS ON TOP SURFACE OF RAFTER CONNECT RAFTER TO 44 PT
4" X 4" TYP. MAX. 6' O.C. O° POST WITH (1) MTS12 STRAP
W/ (2) A35 CLIPS PER POST
4" X 4" TYP. MAX. 6' O.C.
�— ------ ----- ------ ---- ----- (3) 2„X8" P.T.RIDGE
W/ #8 X 3" SCREWS
TYPICAL (3) #80" SCREWS PER (3) @ 12" O.C.
PER JOIST END INTO 4"X4" POST
2"x4"TOP OR
W/(2)#8x21
SCREWS TO POS-
DECORATk
MIN. 36" E
4" SPACE
MAX. 2" S
BOTTOM R
2x2 SPINDLES
W/ (1) #8 x 2 1
SCREW TO 2" x 4" RAIL
2"x 6" OUTER TOP FLOOR BAND
FASTENED WITH #8 x 2-1/2" SCREWS
@ 3" O.C. TO DECKING
JED TO SKID WITH HS24 CLIP
FLOOJIP-l�F-R'-'A-MtNG PLAN
8'-0" to 24'-0"
ELEVATION PLAN
2x6 ANGLE BRACKETS
W/ (2) #8 x 2 1/4"
SCREWS EACH END
d-
d -
r\
ROOF FRAMING PLAN
ROOF SHEATHING, 1"X4" FASTENED WITH #8 x 2"
SCREWS(2) PER BOARD END @ 1-1 8" O.C.
(SHOWN ON ONE SECTION FOR CLARITY) \
26 P.T, DECKING W/ (3) #8 x 2 1/2" SCREWS TO JOIST
2X6
GAZEBO IS ATTACHED TO 40 P'
W/ (1) A33 CLIP AT (4) PLACE`.
PRE MANF. 4"x8"x16" C(
OR 2"x8"x16" CONCRETE
OR 1"x16"x16" ABS PLAN
FOR LEVELING MAX. 36" O.C. AND
MAX. 4" FROM PERIMETER FLOOR BEAM
MAX. 3" OF WOOD SHIM FOR LEVELING
PURPOSE
4-6" CEDAR SHAKE ROOFING WITH
(4) 1" CROWN x 1" STAPLE PER SHINGLE
CONNECT RAFTER TO 44 PT. POST WITH
(1) SIMPSON STRONG TIE MTS12 STRAP
1 "x 6" P i FACIA
GENERAL NOTES:
1. ROOF AND FLOOR JOISTS AND ALL FRAMING LUMBER SHALL
PRESSURE TREATED #2 SOUTHERN YELLOW PINE .40
2. FLOOR SHEATHING SHALL BE 2x6 PRESSURE TREATED #2 SOUTHERN
PINE ANCHORED W/ MIN. (3) #8 x 2 1/2" SCREWS EACH BOARD
3. ALL FASTENERS AND METAL SHALL BE GALVANIZED STEEL
4. OPTION 3 TAB ASPHALT SHINGLES WITH (4) 1 1/4" ROOFING NAILS
OR 29 ga. METAL ROOFING WITH #8 x 1 1/2" SCREWS W/ NEOPREME WASHERS
@ 12" U.C. AT VETICAL RIDGES ON EACH PANEL
5. BUILDING AND SKIDS AVERAGE 25 PSF DEAD WEIGHT
4" X 4" PT POSTS 8 PLACES
W/ 1x4 TRIM 2 FACES W/ MIN.
(2) #8 x 2 1/2" WOOD SCREWS
(2) 3/8" x 4 1/2" GALVANIZED LAG SCREW WITH 1" WASHERS
ATTACHING 16ga 1-3/8" x 8" TO 48" GALVANIZED STRAP TO GAZEBO POST
AND OUTER BAND THEN 3/8" GALVANIZED THRU BOLT WITH 1" WASHERS
STRAP TO TYPE #30 5/8" DIA. MOBILE HOME TYPE EARTH ANCHOR
NOTE: IF ANCHORING TO CONCRETE USE SIMPSON A24 WITH 3/8"x3" EXSPANSION BOLT TO
EXISTING 4" 2500 PSI CONCRETE SLAB AND (1) 3/8" THRU BOLT TO ANCHOR STRAP
\RIES
XISTING GRADE
JIN. 20"
TYPICAL SECTION VEIW
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C U S N C
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CONSTRUCTION TYPE: V -B (OPEN)
WIND SPEED = 150 MPH (3 SEC. GUST)
WIND IMPORTANCE FACTOR = 0.77
WIND EXPOSURE = CATEGORY C
N/A
COMPONENTS AND CLADDING
ROOF= +28.2 / -94.8
WALL= +49.0 / -65.6
DESIGN REQUIREMENTS LIVE LOADS
ROOF = 20 PSF
FLOORS= 100 PSF
ASSUMED SOIL DENSITY= 2000 PSF
NOTE: THIS PROJECT HAS BEEN DESIGNED
IN ACCORDANCE WITH 2004 FLORIDA BUILDING
CODE and RESIDENTIAL SECTION R301 DESIGN
CRITERIA AND ASCE 7-02 TO THE BEST OF
MY KNOWLEDGE THESE CONTRACT DOCUMENTS
PREPARED UNDER MY DIRECT SUPERVISION,
COMPLY WITH THE APPLICABLE MINIMUM CODE
REQUIREMENTS AND THE SAFETY STANDARDS
AS DETERMINED BY THE LOCAL AUTHORITY IN
ACCORDANCE WITH CHAPTERS 553 AND 833
OF THE FLORIDA STATUTES. _
drawn 7
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job no.
3427
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RECEIVED ,
c�
JAN 3 1 E
2006
REVISIONS
PERMIT #b(o9 GJ DATE l 13to
ADDRESS
CONTRACTOR�E �vo�S�`Zyc�'rc-til
P H # (L�"c)-I) 32-3 �, �S FAX # 3 2-39
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DESCPRITION OF REVISION; I'o0fZ.0 Ct+vi���
UTILITIES
FIRE
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5-2
Fl F1
5 6
w
"A
SCALE: 3/32" =1'-O"
FOOTING SCHEDULE
MARI<
SIZE
REINFORCEMENT
PERMIT SET
26 JAN. 2006
REV. #1
PEMB DWG REVIEW
S
LENGTH
WIDTH
DEPTH
TOP
CENTER
BOTTOM
REMARKS
O5-0"
LAYER MANAGER:
5-0"
1'-10"
-
-
(3) # 5 BARS E.W.
SEE DETAIL 4/5-2
F2
5'-0"
5'-0"
1'-10"
-
-
(0) #5 BARS E.W.
SEE DETAIL 4/5-2
F3
0-0"
0-0"
2-0"
-
-
(7) #5 5AR5 E.W.
5EE DETAIL 4/5-2
1. THE BOTTOM OF ALL FOOTINGS SHALL BE (1'-0") MIN. BELOW FINISHED EARTH GRADE.
FLOOR SLAB:
4" CONCRETE SLAB (Fc 3,000 PSI
MIN.) WITH 0 X ro 10/10 WIRE MESH
ON ro MIL VAPOR BARRIER ON
TERMITE TREATED COMPAGTED
SUBGRADE
CONTRACTOR'S OPTION:
FIBER MESH MAY BE USED IN LIEU
OF WELDED WIRE MESH. CONCRETE
SUPPLIER SHALL PROVIDE
SUBMITTALS FOR THE ENGINEER TO
REVIEW SHOWING AN APPROPRIATE
DOSAGE OF FIBER MESH WHICH
MEETS OR EXCEEDS THE FLEXURAL
STRENGTH OF THE WELDED WIRE
MESH.
NORTH
CONTRACTOR NOTE
CONTRACTOR SHALL USE METAL BUILDING
MANUFACTURER'S PLANS FOR COLUMN
AND ANCHOR BOLT PLACEMENT. SEE
DETAIL 5/5-2 FOR ANCHOR BOLT SIZES.
❑0
0
2 7 2006
7AVID -1. 5CIONACHER, P.E.
FLORIDA EG. # 03131
(NOT VALID WITHOUT SEAL)
CONSTRUCTION CO.
GENERAL CONTRACTORS
790 MONROE RD.
SANFORD, FL 32771
PH 407 3231150
FX 407 323 9304
EMAIL: drodd1@mckeeconstructionco.com
Florida License CBC 048972
AVANTI GROUP PROJECT #: 05-015
THE AVANTI GROUP, INC.
ENGINEERS ® PLANNERS ® DEVELOPERS
10306 Woodberry Rd., Tampa, Florida 3361-9
Phone: (813) 655-2884
Fax: (813) 655-288ro
EMAIL: dechonocher@tompoboy.rr.com
OB+ARCHITECTURE INC
100 EAST PINE STREET, SUITE 201
ORLANDO, FLORIDA 32801
PH: 407.650.3735 FAX: 407.650.3736
FLORIDA LICENSE NUMBER AR0017725
REVISIONS Et SUBMISSIONS
DATE
DESCRIPTION
14 OCTOBER 2005
PERMIT SET
26 JAN. 2006
REV. #1
PEMB DWG REVIEW
PROJECT
LOEt TS
N'0% wft 0
UK - i = H SEMINOLE
BUSINESS C
3991 W 1 ST STREET
STATE ROAD 46 - SANFORD, FLORIDA 32771
SHEET TITLE
F E Is
00"'UNDATION
PLAN Et
SCHEDULES
PROJECT NO: AD -2005-12
SHEET NUMBER
DRAWN: KRM
CHECKED: DMS
LAYER MANAGER:
SHEET SET:
PRINT DATE: OCTOBER 14, 2005