1633 SELVA MARINA DR - REVISION FOOTER 46"
DESIGN CRITERIA:
USE ASCE7-10 DESIGN CODE & FBC OF 2014R EDT. z
Location: NOT IN WIND-BORNE DEBRIS AREA 00 0
'Wind Load =130 MPH ENGINEERING:
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and ASSOCIATES
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0 C.A. NO. 00009714
T--i 1650 MARGARET STREET, 302-364
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T--4 JACKSONVILLE, FLORIDA 32204
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JOB INFORMATION: P
PROJECT: FERGUSON PERGOLA E- E-4
1633 SELVA MARINA DR. E-4
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ATLANTIC BEACH, FL. 32233 CLI 0
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REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL E Con
REQUIREMENTS AND CONDITIONS
REVIEWED BY. DATE.
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INDEX OF SHEETS:
COVER SHEET------------------------------- E-
1-4
CALCULATION SHEET--------------------------1
FOUNDATION PLAN---------------------------FTG
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BEARING WALLS & SHEAR WALLS---------------S-1
FRAMING DETAILS E-4
----------------------------S-2
E
CONNECTOR & UPLIFT SCHEDULE---------------S-3
GENERAL NOTES & PRODUCT APPROVAL----------S-4
ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS ARE
PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR 02
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APF
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BRACKETT AND ASSOCIATES, INC. OR CHARLES T. E
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F E B 2 4 2016 11/04/2015
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4X8 SEDAR SUPPORT 3/4' EXTERIOR GRADE PLYWOOD 3/4' EXTERIOR GRADE PLYWOOD KNEE BRACE TYPICAL C3
BRACKETS W/0,131'X 3' SMOOTH SHANK NAILS AT6' O.C, W/0.131'X 3' SMOOTH SHANK NAILS AT6' O.C. (R).4 5/8' MIN. PJ. BRACE
ON EDGES & 6' IN THE FIELD W/(2) I/R'X6' GALV. LAG @ TOP —0
W/2-3/8'0 X 6' ON EDGES & 6' IN THE FIELD
GALV. LAGS @ BOTTOM 3/4' T&G W/6cl'S AT 6'O.C. IN SHEATHING OR 3/4' T&G W/6oI'S AT 6'O.C, IN SHEATHING OR & W/2-3/8'OX 8' CARRAGE CQ
W/2-3/8'0 X 8' (2)2X12 CEDAR ONE IN EACH PLANK AT EACH RAFTER AT THE BOTTOM
GALV. CARRAGE BOLTS ONE IN EACH PLANK AT EACH RAFTER RIDGE BEAM
AT TOP (2)2X6 COLLAR 1 (2) 1/210 X a,
W/2-1/2'0 X 8' (2) 2X12 P.T,
_\1 CARRIAGE BOLTS BEAM TYPICAL
GALV. CARRAGE BOL W/1/2o LOCK A HERS
TYPICAL
_T
W S I\ERS
V-4- V-4' 1'-4'
4,
(2)2X12 CEDAR (2)2XI2 CEDAR
BEAMS TYPICAL BEAMS TYPICAL
8X8 CEDAR POST BX8 CEDAR POST OD
TYPICAL PICAL
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SEC. THRU BEAM SEC. THRU BEAM AD SEC. THRU BEAM AA 0 ::�
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THESE STRUCTURAL SHEETS ARE TO BE WORKED WITH THE DESIGN PLANS
AND TRUSS ENGINEERING BY OTHERS & PROVIDED WITH THESE DRAWINGS. SEE (2) 2X12 CEDAR 16'
DESIGN PLANS FUR ALL DEMINSIONS. CONTRACTOR IS TO VERIFY ALL DIMENSIONS BEAM TYPICAL L) 8X8 POST AT
AND NOTI Y THE ENGINEER 13F ANY DISCREPANCY AS SOON AS POSSIBLE. EACH END
SEE 'S-2�F13R FRAMING DETAILS AND DESIGN SPECIFICATIONS.
SEE 'S-3-FOR TRUSS TO TOP PLATE UPLIFT CONNECTORS 11 if if 1111 E
(8X8 CEDAR POST
ALL PLANS, DETAILS, AND N01-ES ON THESE DRAW11 W/2-12'X 1 11/16' DADO D :z
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PROPRIETARY AND CAN NOT BE USED, TRANSFEREE DADD AT TOP W/2-1/2'X8' =JJL —�jm B 2 4 2016
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OTHERWISE REPRODUCED WITHOUT THE WRITTEN API WZ W1.121 1�
BRACKETT AND ASSOCIATES. INC. OR CHARLES T. E CARRIAGE BOLTS 11 Ii :<,: If I-w' fill -:11
E-
BU8 fill
==ujI___.1<-2=__uILcu------ c2i
flr-zmf===ff PW x Z
2X12 LEDGER W/(2) 5/16'0 X 4'
CREWS THRU IM BOARD 30'iO HOLE WITH [III cu
R fill
OR END OF FLOOR TRUSSES OR 2500ps! CONCRETE B
LAG S R
INTO WALL STUDS @ 16' D.C.
K Fp!! _p!1L III[
PT. 30"x3O'x3O' FTG.
NOTE (3)#4s E/W IN TWO LAYERS
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ALL CEDAR TO BE SELECT STRUCTURAL 3' FROM TOP AND BOTTOM
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\\- 8# ,DF COMPACTED
WITN A MINIMUM Flo=1000 AND E=1,100,000
PEA GRAVEL rpL
PERGOLA BEAM & C 0 LU M N _
INSTALL SUNTUF POLIYCARBONATE PANEL
SEC, THRU POST c
A
P4
_ICATIONS. & RAFTER PLAN
PER MANUFACTOERS SPECIF
NTS
IF SPECIFICATIONS CONFICT WITH PLANS NTS REVISION �>2/23/16
IN ANY WAY CONTACT EOR ASAP. 11/04/2015