4005 W 1 St - BC06-000989 (NEW BUILDING - GAZEBO) (A)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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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
RAG
job no.
3427