3/16 = 1'-0 - irp-cdn.multiscreensite.com · ADDRESS: 6671 BOTTLEBRUSH LANE. Gulf Coast Drafting & Design Phone (239) 540-1822Fax (239) 540-7759. This signature and seal is for work
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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12 F.G.
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2
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2
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2
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1
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ENTRY DOOR 2-3080
DATE:
3/16" = 1'-0"
FOUNDATION
A-2 J
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
E FO
R:
G.C.
D # :
1012
8
LOT:
M
ODEL
:BL
OCK
:
ADDR
ESS:
6671
BOT
TLEB
RUSH
LAN
EPh
one
(239
) 540
-182
2Fa
x (2
39) 5
40-7
759
& D
esig
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ulf
Coa
st D
raft
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ork
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orm
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y th
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ruct
ural
Eng
inee
r of R
ecor
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elat
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STR
UC
TUR
AL
ENG
INEE
RIN
GSU
BDIV
: EM
ERAL
D- L
EGAC
Y SE
RIES
UNIT
3461
3 CA
R
04-24-18
JSL
JWC
®
E.H.
# : 5
7857
0006
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ELEV @ -4"
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2" SLOPE
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%%u%%oFOUNDATION PLAN: "J"%%O
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SCALE: 3/16"=1'-0"
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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12" SQ. MASONRY BASE (TYP.)
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8" MASONRY COL. &
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W/ 1 #5 VERT.
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(NO TIES)
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6"X12" RECESS
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F3 W/ CURB
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#5 BAR IN GROUTED CELL,
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INTO TOP OF BOND BEAM
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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PAVERS BY OTHERS
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P
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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W
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D
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LT
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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REF. SPACE
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RANGE
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SINK & DISP.
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F5
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A
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HOLLOW DOT IS DOWEL
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INTO WINDOW SILL
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PAVERS LINE
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H.B.
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D
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F5
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A
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B
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B
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B
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A
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A
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F5
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A
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5-1/4"X5-1/4" PSL POST
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W/ 2-HTT5 BOTTOM
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S-2
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6
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A
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PAVERS BY OTHERS
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P
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B
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P
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P
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A
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P
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A
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PAVERS BY OTHERS
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STEP
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F4
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F4
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F3
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F3
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F3
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F4
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F3
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F4
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F3
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F6
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F6
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WIDEN F4 BY 8" AT
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SLIDING DOOR
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F3
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ELEVATION @ 0'-0"
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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6'-0" X 3'-0" A/C PAD
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TANKLESS
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WATER HEATER
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HB
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HB
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3/4" RECESSED
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SLAB
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE. 3) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 4) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 6) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 10/S-1.
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1-#5
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CONT.
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0'-8"
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TE
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0'-8"
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR.
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1'-8"
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1'-0"
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1'-0"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6
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F5
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F4
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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1'-4"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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'F6' STEP DOWN
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2 #5
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F4' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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3" CLEAR COVER.
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2 #5 CONT. W/
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"F5" FOOTING
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MIN.
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MIN.
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P
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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WIDEN F4 BY 8" AT
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SLIDING DOOR
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PAD FOOTING SCHEDULE
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1'-2"
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1'-2"
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1'-0"
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1'-0"
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1'-0"
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DEPTH
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E
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D
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5'-0"
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4'-0"
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3'-6"
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4'-0"
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C
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A
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B
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USED
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TYPE
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3'-6"
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2'-6"
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3'-0"
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WIDTH
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3'-6"
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2'-6"
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3'-0"
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LENGTH
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6-#5
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5-#5
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4-#5
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5-#5
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-
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-
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SHORT WAY
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4-#5
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3-#5
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4-#5
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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LONG WAY
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REMARKS
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-
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-
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-
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A
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F3
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F4
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A
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E
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F1
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F3
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F4
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A
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F4
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F6
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F6
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F4
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A
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A
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C
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F3
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F4
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B
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F3 W/ CURB
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A
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DW
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D
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'F1' FOOTING
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PAVERS
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BY OTHERS
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EMBED DOWELS 5" WITH 10" STD HOOK
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CONCRETE STRIP FOOTING SEE PLAN
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FINISH GRADE
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SEE SITE PLAN
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3" CLEAR COVER.
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2 #5 CONTINOUS
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#5 IN GROUTED CELL
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DOWEL TO MATCH WALL REINFORCING, LAP 30"
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F3
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C
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INSTALL OUTDOOR KITCHEN & SINK
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B
D R HORTON
D R HORTON
DATE:
A-3 J
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
E FO
R:
G.C.
D # :
1012
8
LOT:
M
ODEL
:BL
OCK
:
ADDR
ESS:
6671
BOT
TLEB
RUSH
LAN
E
3/16" = 1'-0"
FLOOR
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
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ngin
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g on
ly.
No
wor
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as p
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rmed
by
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SER
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ch a
s arc
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umbi
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, life
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ene
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site
wor
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ivil,
or g
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chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
GSU
BDIV
: EM
ERAL
D- L
EGAC
Y SE
RIES
UNIT
3461
3 CA
R
04-24-18
JSL
JWC
®
E.H.
# : 5
7857
0006
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TOWEL BAR
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TOILET PAPER ROLL
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TB
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TOWEL BAR
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TP
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TOILET PAPER
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FRAMERS NOTES: NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING ON STUDS SHALL NOT EXCEED 24" O.C. NON BEARING WALLS ONLY.
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STUB OUT FOR GAS @ OUTDOOR KITCHEN,
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RANGE, WATER HEATER, AND DRYER. VERIFY
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WITH CONTRACT AND SUBDIV. SPECS.
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A SEPARATE PERMIT IS REQUIRED
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)
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NOTE:
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PROVIDE SAFETY GLAZING AT BATH/SHRW.
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SHALL COMPLY WITH R 308.4.5
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WIDTH
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HEIGHT
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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OVERHEAD
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192
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96
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1
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QTY
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1
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SWING
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DISTINCTION
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77
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96
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1
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2
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DOOR
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TABLE
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WIND
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PRESSURE
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4&5
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5
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4
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WIND-BORNE
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DEBRIS PROTECTION
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WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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+26.4/-29.4
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+31.2/-41.8
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+31.2/-33.8
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GARAGE DOOR
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Vasd=124 MPH
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%%u%%oMASTER SUITE
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%%u%%oFOYER
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COFFER
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%%u%%oGARAGE
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%%u%%oGREAT ROOM
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%%u%%oCAFE
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%%u%%oLNDRY.
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%%u%%oPWDR.
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10'-0" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oSTUDY
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10'-0" FLAT CLG.
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LINE OF 2ND FLOOR
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LINE OF 2ND FLOOR
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REF. SPACE
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W
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D
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LT
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4
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2
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2
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2
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4
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3
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3
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3
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3
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3
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3
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1/2 35 S.H.
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1/2 33 S.H.
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26 S.H.
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1/2 35 S.H.
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%%u%%oENTRY
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2-35 S.H.
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ARCH
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24" X 24" FIXED GLASS
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35 SH.
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12080 PKT. SL. GL. DR.
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PANTRY
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16'-0" X 8'-0" O.H. GARAGE DR.
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1/2 35 S.H.
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OPEN RAIL
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12" VINYL SHELF
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12" VINYL SHELF
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4-16" VINYL SHLV.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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1
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2
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SWING
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DISTINCTION
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36
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80
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1
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3
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DOOR
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5
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4
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O.H. CABS.
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A
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B
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B
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B
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E
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D
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F
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F
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G
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H
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J
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16" VINYL SHELF
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P
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A
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3
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A
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3
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SCALE: 3/16" = 1'-0"
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%%u%%o1st FLOOR PLAN:%%O "J"
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SCALE: 3/16 = 1'-0"
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%%u%%o2nd FLOOR PLAN:%%O "J"
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12 F.G.
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P
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COFFERED CLG.
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10'-0" FLAT CLG.
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H.B.
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4-16" VINYL SHLV.
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NOTE: THE GARAGE SHALL BE THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THEN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THEN 1/2" GYPSUM BOARD OR EQUIVALENT.
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CLG. TO 9'-0"
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FRAME DOWN
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RANGE
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O.H. CABS
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RANGE SOFFIT W/ ARCH
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SEE DETAIL
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M&M #302 OR EQUAL
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M&M #41M W/ COVE
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FOYER SOFFIT DETAIL
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INDICATES CROWN
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APPLIED PANEL MLDG
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LIGHTING SEE DETAIL
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M&M# 41M W/ COVE
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COFFER CEILING
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NEEDED
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INDICATES CROWN
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LIGHTING
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BLOCKING AS
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%%u%%oBATH
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%%u%%oMSTR
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# 5 BAR IN GROUTED CELL,
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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INTO TOP OF BOND BEAM
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UP
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2X6
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%%u%%oBEDROOM #2
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #3
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #4
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9'-4" FLAT CLG.
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%%U%%OGAME ROOM
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9'-4" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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3
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3
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3
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EGRESS
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25 S.H.
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3-34 S.H.
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2-25 S.H.
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SHWR.
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OPEN RAIL
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13 S.H.
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OPEN RAIL
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12" VINYL SH
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12" VINYL SH
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12" VINYL SH
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C
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K
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9'-4" FLAT CLG.
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3
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13 S.H.
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K
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3
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PK.
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EGRESS
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25 S.H.
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25 S.H.
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EGRESS
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3
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L
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L
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L
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M
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SHELF
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%%U%%OBATH #4
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3
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5' TUB/SHWR.
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3
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%%U%%OBATH #2
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%%U%%OBATH #3
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5' TUB/SHWR.
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MIRROR
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MIRROR
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DOWN
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12" VINYL
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ENTRY AREA ------------------------------ 93
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GARAGE AREA ----------------------------- 612
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2ND FLOOR LIVING AREA ------------- 1,430
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TOTAL AREA --------------------------- 4,729
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SQUARE FOOTAGE
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1ST FLOOR LIVING AREA -------------- 2,031
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TOTAL LIVING AREA ------------------- 3,461
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LANAI AREA ----------------------------- 563
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MARK
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1
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INTERIOR DOOR SCHEDULE
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DOOR WIDTH
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3'-0"
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2'-8"
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2'-6"
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2'-4"
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2'-0"
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1'-8"
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1'-6"
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2
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3
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4
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5
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6
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7
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NOTES
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PK. = POCKET DOOR
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B.F. = BI-FOLD DOOR
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B.P. = BI-PASS DOOR
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LV. = LOUVERED DOOR
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2'-11"
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8
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%%u%%oLANAI
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10'-0" FLAT CLG.
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13 S.H.
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N
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24" X 24" SCREEN OPENING TOP AT 8'-4" A.F.F.
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10'-0" FLAT CLG.
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%%u%%oPOOL BATH
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10'-0" FLAT CLG.
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PAVERS LINE
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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SWING
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DISTINCTION
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30
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96
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1
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4
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DOOR
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5
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4
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4
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STEP
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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QTY
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D
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C
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E
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A
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B
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F
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G
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H
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K
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L
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25
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WIND
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PRESSURE
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J
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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WIND-BORNE
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DEBRIS PROTECTION
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WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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Vasd=124 MPH
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5
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4
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SH
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1/2 35
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F.G
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1/2 35
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24"X24"
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3
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1
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SH
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2-25
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1
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12080
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PKT. SL. GL. DOOR
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5
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4
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SH
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SH OBSCURE
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SH
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1/2 33
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SH
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35
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2
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1
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1
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1
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SH
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26
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SH
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2-35
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M
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13
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1
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2
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3
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SH
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25
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1
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4
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3-34
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5
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4
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SH
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1
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5
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SL. GL. DOOR
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1
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O
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8080
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5
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4
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SH OBSCURE
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1
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N
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13
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COMMON TRUSSES AT GARAGE TO HAVE ATTIC STORAGE THAT IS 8'-0" WIDE UP TO HIP GIRDER
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GARAGE TRUSSES TO HOUSE FIRST FLOOR A/C UNIT
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DBL
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OVEN
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LAST RISER
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P
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5
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4
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12
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FIXED GLASS
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3
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12 F.G.
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OBSCURE
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OBSCURE
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6
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7
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3
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2
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1
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4
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5
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8
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12
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13
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9
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10
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11
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18
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16
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15
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4
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17
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14
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5
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6
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7
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8
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9
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10
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11
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12
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13
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15
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16
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17
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18
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14
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6" WIDE ARCH
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%%u%%oW.I.C.
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2
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TO 9'-6"
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DROP CEILING
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RECESS 3 1/2"
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TILE SHWR.
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GLASS
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ABOVE
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42" KNEEWALL
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2
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2
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2
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2880
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5
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24" MASONRY SILL
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24" FRAME HEADER
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Q
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72" HIGH MITERED GLASS
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Q
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5
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4
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160"x72"
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MITERED GLASS
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1
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SWING
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DISTINCTION
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32
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96
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1
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5
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DOOR
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5
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4
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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A/H
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UNIT
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3
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2
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PKT.
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10'-0" FLAT CLG.
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SEAT
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80" SHWR DOOR
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6'-0" X 3'-0" A/C PAD
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3068
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3
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TANKLESS
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WATER HEATER
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HB
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8'-0" X 8'-0" O.H. GARAGE DR.
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HB
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OPTIONAL
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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NOTE: INSTALL 1-3/8" THICK
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SOLID WOOD DOOR BETWEEN
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LIVING AND GARAGE R302.5.1
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MIN R-13 INSULATION
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CABINET BACKING
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KITCHEN UPPER TOP @ 54", 84"& 96" BASE TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
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DOOR HEADERS
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8'-0" BIFOLD
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6'-8" POCKET
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8'-0" POCKET
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HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
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HEADER HEIGHT
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82 1/2" A.F.F.
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98 1/2" A.F.F.
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PLAN NOTES
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1 HEADER @ 83".
AutoCAD SHX Text
1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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5)
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3)
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4)
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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
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9)
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2X6 KITCHEN KNEE WALL 34" TO TOP
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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7)
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8)
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2)
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6)
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
AutoCAD SHX Text
10)
AutoCAD SHX Text
11)
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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
AutoCAD SHX Text
12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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MICROWAVE @ 102"
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3
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4-16"
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VINYL
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SHELF
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3
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A/H
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UNIT
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5' TUB
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OPTIONAL
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OPTIONAL
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12 F.G.
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P
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4-16" SH.
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5
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%%u%%oKITCHEN
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10'-0" FLAT CLG.
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SINK & DISP.
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DW
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COFFERED CLG.
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COFFERED CLG.
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SAFETY GLAZED
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2017 ACCESSIBLE
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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10'-0" FLAT CLG.
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ALL DIMENSIONS ARE
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TO FINISHED DRYWALL
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RANGE SOFFIT DETAIL
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36" DEEP DRYWALL
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BUILD OUT AREA
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CEILING
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A
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4
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NICHE DETAIL
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A
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4
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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6
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OVERHEAD
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4&5
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+27.6/-31.2
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GARAGE DOOR
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
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+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
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+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
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+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
AutoCAD SHX Text
+31.2/-33.8
AutoCAD SHX Text
+31.2/-41.8
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+31.2/-33.8
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6
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SHUTTER
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INSTALL OUTDOOR KITCHEN & SINK
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
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D3
D4
D5
D4
D4
C
J
7
D
C
J
7
D
EJ7C
EJ7C
EJ7C
J5E
J5E
J5E
J5E
J3D
J3D
J3D
J3D
D6
J1A
J1A
I1
EJ7C
C
J
7
D
J5E
J5E
J3D
J3D
G1
G2
H2
GE1
I2
I2
I2
I3
L3
L4
J1D
J1E
EJ1
C
J
4
EJ1
J1D
J1E
C
J
4
M2
N2
N3
C
J
2
A
J1F
J1F
J1G J1G
EJ2B
N2
MV1
MV2
MV3
MV4
MV5
MV6
MV7
MV8
MV9
FTG2
FTG3
FTG5
FTG6
EJ7B
EJ5
C
J
2
A
F10
F10
F11
M3
MV8
MV9
F1A
F13
F2A
FTG7
L5
FT2
F8
F7
F9
F1
M1
F12
FTG8
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OC EDGE & 6"OC FIELD TO 2x4 OR 2x6 SPF #2 STUDS AT 16" O.C. WITH
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2x4 BLOCKING AT ALL PANEL JOINTS. PROVIDE DOUBLE STUD AT EACH
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END OF SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DOUBLE
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STUD). ANCHOR EACH END OF SHEARWALLS AS FOLLOWS:
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AT 2ND FLOOR ABOVE MASONRY: 2-MSTAM36 STRAPS TO MASONRY
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BELOW WITH 8-10d NAILS TO STUD AND (4) 1/4" x 2 1/4" TAPCON TO
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MASONRY.
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AT 2nd FLOOR ABOVE WOOD FRAMING: 2-MSTA24 STRAPS TO GIRDER
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BELOW WITH 22-10d NAILS (11 EACH END OF STRAP).
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NOTES: SHEARWALLS ARE DESIGNATED 'SW' ON PLAN.
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"SW" WOOD PANEL SHEARWALL SCHEDULE
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1/2" CDX PLYWOOD OR 7/16" OSB FASTENED w/ 8d COMMON NAILS @ 3"
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%%uW1 = %%oWINDOW TO 4'-6"
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2 - 2x12
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2 - SPH4
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1 - MSTA18
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2 - KING STUDS
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1 - JACK STUD
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1 - MSTA24 TO TRUSS OR
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1 - MSTAM36 TO MASONRY WALL
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MASONRY WALL
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NAILED TO HEADER
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STRAP AT TRUSS
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TRUSS
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ADD 2ND STRAP IF WINDOW IS
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ADJACENT TO SHEARWALL
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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W
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D
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LT
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%%u%%oMASTER SUITE
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COFFERED CLG.
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10'-0" FLAT CLG.
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%%u%%oFOYER
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COFFER
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%%u%%oGARAGE
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%%u%%oGREAT ROOM
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%%u%%oKITCHEN
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%%u%%oCAFE
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%%u%%oLNDRY.
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%%u%%oPWDR.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oLANAI
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%%u%%oSTUDY
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10'-0" FLAT CLG.
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%%u%%oMSTR BATH
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10'-0" FLAT CLG.
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%%u%%oENTRY
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PANTRY
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%%u%%oBEDROOM #2
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #3
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #4
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9'-4" FLAT CLG.
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%%U%%OGAME ROOM
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9'-4" FLAT CLG.
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COFFERED CLG.
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9'-4" FLAT CLG.
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9'-4" FLAT CLG.
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9'-4" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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SCALE: 3/16" = 1'-0"
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%%U%%O1ST FLOOR AND LOWER ROOF FRAMING PLAN "J":%%O
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SCALE: 3/16" = 1'-0"
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%%U%%OUPPER ROOF FRAMING PLAN "J":%%O
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10'-0" FLAT CLG.
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H.B.
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CEILING HEIGHTS AT
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= FRAME DOWN CLG. TO 9'-0" A.F.F.
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#5 BAR IN GROUTED CELL,
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INTO TOP OF BOND BEAM
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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%%uW2 = %%oWINDOW TO 6'-6"
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2 - 2x12
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2 - SPH4
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2 - MSTA18
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2 - KING STUDS
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2 - JACK STUD
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2 - MSTA18 TO TRUSS OR
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2 - MSTAM36 TO MASONRY WALL
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MASONRY WALL
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NAILED TO HEADER
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STRAP AT TRUSS
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TRUSS
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OMIT SILL AT DOOR
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MASTER BATH
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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LANAI CEILING TO BE 1/2"
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DENSGLASS WITH STUCCO FINISH
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GARAGE TRUSSES TO HOUSE FIRST FLOOR A/C UNIT
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COMMON TRUSSES AT GARAGE TO HAVE ATTIC STORAGE THAT IS 8'-0" WIDE UP TO HIP GIRDER
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LAST RISER
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FIRR BOTH SIDES TO 12" WIDE, NON-BEARING COLUMN BELOW
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TO 9'-6"
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DROP CEILING
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A/H
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UNIT
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6'-0" X 3'-0" A/C PAD
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TANKLESS
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WATER HEATER
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HB
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HB
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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CB2
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CB3
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NON-BEARING
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NON-BEARING
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SUSPENED HEADERS PER DETAILS 8 & 9 S-2
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NOTES: 1. THE DISTANCE FROM THE FACE OF SUPPORT TO THE FIRST TIE OR STIRRUP SHALL BE 1/2 THE TIE SPACING, OR 6" MAX. (ie, FOR TIE SPACING = 6", LOCATE FIRST TIE 3" FROM FACE OF COLUMN). 2. BOTTOM BARS ARE IN 2 LAYERS AND SHALL HAVE 1" CLEAR SPACE BETWEEN LAYERS AS SHOWN IN DETAIL.
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'L2' 2ND LAYER OF BOTTOM REINFORCING, IF SPECIFIED
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s
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s = MINIMUM CLEAR SPACE BETWEEN BARS WHICH IS THE LARGEST OF 1" OR 1 BAR DIAMETER OR 1.33 x MAX. AGGREGATE DIAMETER
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'L1' BOTTOM REINFORCING
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USED
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CONCRETE BEAM
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s
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#3 STIRRUP WITH #5 & #6 BARS. #4 STIRRUP WITH #7 - #11 BARS.
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TOP REINFORCING
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TIE & STIRRUP TYPES
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1
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3
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2
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TYPE
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CAST-IN-PLACE CONCRETE BEAM SCHEDULE
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BOT 'L2'
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#3 TIES
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BOT 'L1'
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TOP BARS
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I.D.
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W x D
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2-#5
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2-#5
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CB1
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CB2
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8"x16"
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8"x16"
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2-#5
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2-#5
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-
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1,2,3
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-
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7" OC
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NOTES
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4-#6
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CB3
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12"x16"
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2-#6
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1,2,3
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7" OC
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PLAN NOTES: 1) TRUSS BEARING ELEVATION VARIES, SEE PLAN. TRUSS BEARING ELEVATION VARIES, SEE PLAN. 2) ROOF AND FLOOR FRAMING SHALL BE WOOD ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER ENGINEER PER DESIGN CRITERIA ON SHEET S-1. 3) PROVIDE STRAPPING AT ROOF AND FLOOR TRUSSES PROVIDE STRAPPING AT ROOF AND FLOOR TRUSSES AND STUD BEARING WALLS PER NOTES ON THIS SHEET. THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE DETAIL 1 AND 2 FOR NAILING OF ROOF DECK, SEE DETAIL 1 AND 2 ON SHEET S-1 AND TABLE 3 ON A-6. 5) NAIL MULTI-PLY WOOD POSTS AND BEAMS PER NAIL MULTI-PLY WOOD POSTS AND BEAMS PER DETAIL 11/S-1. 6) 'SW' DENOTES WOOD PANEL SHEARWALL PER 'SW' DENOTES WOOD PANEL SHEARWALL PER SPECIFICATION ON THIS SHEET.
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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10'-0" FLAT CLG.
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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HTA16-18 @ 32" O.C. @ INSIDE FACE OF GABLE TRUSS
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1-HTA16-18 @ H2
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2-HTA16-18 @ G2
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A/H
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UNIT
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STUD WALL W/ 2x4 SYP #2
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@ 16" O.C., DOUBLE TOP PLATE
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W/ SPTH4 @ 16" O.C. MSTA24
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@ 32" O.C. BOTTOM
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PER DETAIL 10/S-1, TYPICAL.
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2X6 WALL
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2X8 BEAM
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1-HUC28-2 FROM 2X8 BEAM TO GIRDER
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R302.12 DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9m²). DRAFTSTOPPING SHALL ). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" (12.7mm) GYPSUM BOARD, 3/8" (9.5mm) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED.
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DRAFTSTOPPING
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R312.1.1 Guards required - Gaurds shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Insect screening shall not be considered as a guard. R312.1.2 Height - Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches high measured vertically above the adjacent walking surface, or the line connecting the leading edges of the treads. Exceptions: 1. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edge of the treads. R312.1.3 Opening limitations - Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4 inches in diameter. Exceptions: 1. The triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter. 2. Guards on the open sides of stairs shall not have openings which allow passage of a sphere 4-3/8 inches in diameter. FBC 1607.8.1.1 - Guardrail & Handrail assemblies shall be able to resist a single concentrated load of 200 pounds applied in any direction at any point along the top. In accordance w/section 4.5.1 of ASCE7. FBC 1607.8.1.2 - Intermediate rails, balusters and panel fillers shall be designed to withstand a horizontal applied normal load of 50 pounds on an area equal to 1 square foot including openings and space between rails. In accordance w/ section 4.5.1 of ASCE7.
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GUARDRAILS ARE TYPICALLY A MANUFACTURED PRODUCT AND ARE NOT DESIGNED BY THE STRUCTURAL ENGINEER OF RECORD. THE GUARDRAIL MFR. SHALL BE RESPONSIBLE TO PROVIDE A DESIGN, INCLUDING FASTENINGS TO THE STRUCTURE, TO SATISFY CODE REQUIREMENTS.
1-HTT45 THIS SIDE OF FTG8 W/ 5/8" ALLTHREAD, DRILL & EPOXY 12" MIN EMBED
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4
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S-2
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5
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S-2
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1-HTA16-18 @ D6
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3
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S-3
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HTA16-18 @ 32"O.C. @ INSIDE FACE OF TRUSS
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5 1/4X 5 1/4 PSL POST @ FTG3 NO STRAPS NO UPLIFT
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7
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S-2
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2-2X4 POST @ FTG5 NO STRAPS NO UPLIFT
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17
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S-1
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%%U8F8-0B
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%%U8F8-1B
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1
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S-2
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1-HTA16-18 @ H1
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1-HTA16-18 @ H1
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2
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S-2
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%%U8F16-1B/1T
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%%U8F8-0B
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6
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S-2
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3
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S-2
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HTA16-18 @ 32" O.C. @ INSIDE FACE OF TRUSS
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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CB3 OVERHANGS COLUMN BY 4"
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STRAP BOTTOM OF STUDS TO MASONRY BELOW PER 10/S-1
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BEARING HEIGHT
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= INTERIOR STUD BEARING @ 10'-0" A.F.F.
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= BEARING @ 21'-4" A.F.F.
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= TOP OF BEAM @ 10'-0" A.F.F.
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= TOP OF BEAM @ 11'-0" A.F.F.
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%%U8F8-1B GROUT TO 11'-0"
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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FASTENER
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12-10dx1 1/2"
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12-10dx1 1/2"
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12-10dx1 1/2"
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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24-10dx1 1/2"
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24-10dx1 1/2"
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24-10dx1 1/2"
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS.
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24-10dx1 1/2"
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INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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2570
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(2)HTW20
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(3)HTW20
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(4)HTW20
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3855
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5140
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CONNECTOR
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(2)MTW16
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(3)MTW16
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(1)MTW16
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(1)HTW20
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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2010
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3015
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1005
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1285
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R2
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1-HTA20 @ FTG3
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2-HTA16-18 @ B1
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AREAS (SQ. FT.)
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MODEL 3461 J: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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2214.4 SQ. FT.
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
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WITH ROOF VENTS (1/300)
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ROOF VENT MODEL
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"SOFFIT ONLY" QUALIFIES
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1st STORY
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COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
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ATTIC
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QUAD 4
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MARK
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QUANTITY OF
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3.79%%%
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MIN AIR FLOW
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(NO ROOF VENTS)
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-.-%
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-
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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ROOF VENTS ARE NOT REQUIRED
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389.5 SQ. FT.
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SOFFIT
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SOFFIT HAS
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OF SOFFIT
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(R.V.)
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ACM QUAD 4, FULL VENT,
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NARROW PATTERN,
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8.15%%% FREE AIR FLOW
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ROOF VENTS
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SOFFIT MODEL
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ATTIC AREA/150
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14.76 SQ. FT.
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ATTIC AREA/300
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-.-- SQ. FT.
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2nd STORY
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8.15%%%
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1694.0 SQ. FT.
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5.23%%%
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-.-%
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-
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216.0 SQ. FT.
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11.29 SQ. FT.
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-.-- SQ. FT.
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REQ'D AIR FLOW OF SOFFIT
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(OR UP 13'-6" WITH ONLY JACK TRUSSES ABOVE)
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
E FO
R:
G.C.
D # :
1012
8
LOT:
M
ODEL
:BL
OCK
:
ADDR
ESS:
6671
BOT
TLEB
RUSH
LAN
E
A-5 J
ELECTRICAL
3/16"=1'-0"
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: E
MER
ALD-
LEG
ACY
SERI
ESUN
IT 34
61 3
CAR
04-24-18
JSL
JWC
®
E.H.
# : 5
7857
0006
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.
ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
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INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
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GENERAL ROOF ASSEMBLY
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3
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RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER
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FULL ROUND HEAD, 2" NAIL LENGTH.
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INSTALL PANELS WITH LONG
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DOOR AND WINDOW ANCHORAGE
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ANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL
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WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
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SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS
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LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
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PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
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WOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
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TO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
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TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
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OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
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2
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FASTENERTO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
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MASONRY OPENING
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WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
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AND INTO THE MASONRY, THE BUCK MATERIEL IS SIMPLY A SPACER. THE BUCK MAY
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BE FASTENED WITH T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
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POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
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INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2 1/4" MIN.
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WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
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(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
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STRUCTURAL FASTENING TO THE MASONRY WITH 1/4X 3 3/4 MASONRY SCREWS
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@ 24" OC AND 6" FROM EACH END.
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SL. GL. DR. JAM TO BLOCK DETAIL
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CEMENT PLASTER
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BLOCK WALL
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SCALE 1" = 1'-0"
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DOOR JAM TO BLOCK DETAIL
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WINDOW JAM TO BLOCK DETAIL
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GARAGE DOOR JAM DETAIL
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PRESSURE TREATED WOOD BUCK
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PER TABLE 2 ON A-6.
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BLOCK WALL
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CEMENT PLASTER
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1/2" DRYWALL W/ 1"X2"
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P.T. TO BLOCK
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P.T. TO BLOCK
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1/2" DRYWALL W/ 1"X2"
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CEMENT PLASTER
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BLOCK WALL
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1/2" DRYWALL W/ 1"X2"
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P.T. TO BLOCK
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METAL SASH
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SCALE 1" = 1'-0"
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SCALE 1 1/2" = 1'-0"
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PRECAST SILL
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PRE TABLE 2 ON A-6
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PRESS TREATED WOOD BUCK
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SILL
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METAL THRESHOLD
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SCALE 1" = 1'-0"
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EXTERIOR DOOR
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NOTE: INSTALL 2" X 4" PT. WHEN
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RMAX IS USED FOR INSULATION
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CEMENT PLASTER
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BLOCK WALL
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CEMENT PLASTER
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GARAGE DOOR BUCK PER
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DETAIL ON STRUCTURAL.
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1"X4" TRIM
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PRESS. TREATED WOOD BUCK
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PER TABLE 2 ON A-6.
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SL. GL. DOOR TRACK SEE DETAILS FROM MANFG.
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SPACE FRAMING ABOVE
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NO SCALE
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CONC BLOCK WALL
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BUCK
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2X4 PT
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CONC BLOCK WALL
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4" DIA. HOLE FOR
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INSULATION INSPECTION
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2X4 BLK.
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WINDOW BUCK PER NOTES
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SILL
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A-34
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1/2" CDX PLY
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2" APART
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1/4" X 3 3/4" TAPCON
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16" O.C.
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INSTALL BLOCKING @
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16" O.C. TYPICAL
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WINDOW OR DOOR ARCH
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IN TABLE 2 ON A-6
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PRECAST LINTEL
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BOND BEAM
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DRIP EDGE
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DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
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PER R311.7
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MAXIMUM RISER HEIGHT
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PER R311.7
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MINIMUM TREAD DEPTH
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PER R311.7
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COMPLY WITH CURRENT WIND CODE,
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3'-0"
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FINISH FLOOR
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2" X 2" PICKETS @ 4" O.C.
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2" X 6" HAND RAILING
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TYPICAL
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4"
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4"
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4"
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INTERIOR RAILING
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SCALE: 3/4"= 1'-0"
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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1X4 P.T. STRIP.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE FRAMING PLAN
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PRECAST LINTEL
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER
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WINDOW BUCKS SEE TABLE 2 ON A-6
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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1
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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METAL EMBEDDED
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EACH FLOOR TRUSS
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WOOD STUDS PER FRAMING PLAN
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1/2" DRYWALL W/ TEXT. FINISH
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HEADER, SEE FRAMING PLAN
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DOUBLE TOP PLATE WITH SPH4
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FLOOR TRUSSES, SEE TABLE 7 ON A-6
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3/4" PLYWOOD FLOORING ON
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SILL
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DRYWALL CEILING
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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INSULATE IF OVER
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NON A/C SPACE
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"STUD STRAPPING AT 2nd FLOOR",
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USE MSTAM36 TO MASONRY WALL
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GRADE
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CONCRETE FOOTING SEE
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STRAP AT EACH
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WINDOW, SEE SCHEDULE AND PLAN.
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STRAP @ 16" O.C.
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PER NOTE 9 IN
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DOES NOT ALIGN WITH FLOOR TRUSS
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TABLE 1 ON A-6
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DECORATIVE CEMENT FINISH PER ASTMC-926 ON PAPER BACKED METAL LATHE ON ZIP SYSTEM WALL SHEATHING.
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WITH MSTA24 OR WHERE STUD
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BOTTOM OF STUD TO TRUSS
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PLYWOOD AND STUCCO.
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HOLD TRUSS BACK 3/4" FOR
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SEE DETAIL 3/A-6
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STRAP @ 32" O.C. AT
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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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SLOPE TO EXTERIOR
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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8"X8"X16" CONC. BLOCK
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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SILL SET IN MORTAR
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2-2x4 BAND BOARD
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WINDOW, SEE SCHEDULE AND PLAN.
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1X4 P.T. STRIP.
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SEE FRAMING PLAN
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PRECAST LINTEL
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER
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WINDOW BUCKS SEE TABLE 2 ON A-6
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PRECAST CONCRETE SILL
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NOTCH END OF TRUSS FOR
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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2X6 SPRUCE
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1X8 MIRATEK FASCIA
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SUB FASCIA
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1X4 MIRATEK
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DRIP EDGE
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PER NOTES IN
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VENTED SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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TABLE 3 ON A-6
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FLASHING AND
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R=30 FIBERGLASS
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INSUL.
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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DRIP EDGE
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PER NOTES IN
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2X6 SPRUCE
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1X8 MIRATEK FASCIA
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VENTED SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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SUB FASCIA
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1X4 MIRATEK
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TABLE 3 ON A-6
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FLASHING AND
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R=30 FIBERGLASS
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INSUL.
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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LANAI/ENTRY ROOF ASSEMBLY
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CEILING ON LANAI PER NOTE
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10 IN TABLE 1 ON A-6
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ROOF FRAMING PLAN
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STRAP AT TRUSS PER
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BOND BEAM PER
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FRAMING PLAN
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 3 ON A-6
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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VENTED SOFFIT
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SHALL MEET R703.1.2.1
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
E FO
R:
G.C.
D # :
1012
8
LOT:
M
ODEL
:BL
OCK
:
ADDR
ESS:
6671
BOT
TLEB
RUSH
LAN
EPh
one
(239
) 540
-182
2Fa
x (2
39) 5
40-7
759
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: E
MER
ALD-
LEG
ACY
SERI
ESUN
IT 34
61 3
CAR
04-24-18
JSL
JWC
A-7 J
N.T.S.
BANDING DETAILS
®
E.H.
# : 5
7857
0006
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.8.1.1
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R703.8.1.1 - Where flashing instructions or details are not provided by the window or door manufacturer or by the flashing manufacturer, "pan flashing" shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Openings using pan flashing shall also incorporate flashing or protection at the head and sides.
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"Pan Flashing" is a generic term that used to refer to "metal pan flashing". However many modern materials have been developed for the same function such as: - Flexible Peel n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.
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INSTALL "PAN" FLASHING AT THE SILL
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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
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EXTERIOR WALL
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OPENING FOR WINDOW OR DOOR
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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300