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A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068....

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Page 1: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.
Page 2: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.

3/16" = 1'-0"

ELEVATION

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RIGHT ELEVATION: "F"
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REAR ELEVATION: "F"
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5
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12
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5
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12
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LEFT ELEVATION: "F"
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5
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12
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FIN. FLOOR SLAB
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0'-0" TOP OF
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FIN. FLOOR SLAB
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8'-8" TOP OF BEAM
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0'-0" TOP OF
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ON CONC. BLOCK
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DECO. TEXT. FINISH
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ON CONC. BLOCK
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DECO. TEXT. FINISH
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ON CONC. BLOCK
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DECO. TEXT. FINISH
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ON CONC. BLOCK
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DECO. TEXT. FINISH
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FIN. FLOOR SLAB
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0'-0" TOP OF
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FIN. FLOOR SLAB
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0'-0" TOP OF
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FIN. FLOOR SLAB
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8'-8" TOP OF BEAM
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0'-0" TOP OF
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8'-8" TOP OF BEAM
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8'-8" TOP OF BEAM
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8'-8" TOP OF BEAM
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5
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12
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5
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12
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5
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12
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3080 ENTRY DR.
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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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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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TILE ROOF
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2-25 SH
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2-25 SH
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2-4080 SL. GL. DR.
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2-4080 SL. GL. DR.
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25 SH
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25 SH
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25 SH
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25 SH
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3080 ENTRY DR.
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%%U%%OSOFFIT DETAIL%%O
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SCALE: 3/4" = 1'-0"
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CANTILEVER
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12
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5
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2X6 MIN SUB FASCIA
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FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
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FRONT ELEVATION: "F"
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5
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12
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FIN. FLOOR SLAB
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0'-0" TOP OF
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8'-8" TOP OF BEAM
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5
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12
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SCALE: 3/16"=1'-0"
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16'-0" x 7'-0" O.H. GARAGE DOOR
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BOARD AND BATTON
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BOARD AND BATTON
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METAL ROOF
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BKT12X16 TYP
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BKT12X16 TYP
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16'-0" x 7'-0" O.H. GARAGE DOOR
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CEMENT BOARD
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VINYL LAP SIDING
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DESIGN
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CEMENT BOARD
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DESIGN
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11.5""X16.00" DECO FYPON #1585-1091
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RAISED 1X MATERIAL THICKNESS
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RAISED 1X MATERIAL THICKNESS
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RAISED 1X MATERIAL THICKNESS
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RAISED 1X MATERIAL THICKNESS
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RAISED 1X MATERIAL THICKNESS
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METAL ROOF
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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WHERE THE ROOF FRAMING CONFLICTS WITH THE ROOF VENTS, INSTALLATION OF THE VENT MORE THAN 3'-0" BELOW THE RIDGE IS ALLOWED PER R806.2.2
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MIN.
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MIN.
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2 HR FIRE WALL
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BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
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MAX
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BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
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MAX
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TILE ROOF
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TILE ROOF
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TILE ROOF
Page 3: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.

3/16" = 1'-0"

FOUNDATION

A2

SCALE:

SHEET#

PLAN:

REVISED:

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FOUNDATION PLAN: F
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SCALE: 3/16"= 1'-0"
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ELEV. @ (-) 4"
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SLOPE
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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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5'-0"
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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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6-#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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LOWEST POINT OF GARAGE SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1. SEE SITE PLAN BY OTHERS
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A
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F3 W/ CURB
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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 7/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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0'-8"
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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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0'-8"
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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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1-#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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'F6A' STEP DOWN
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1 #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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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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'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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'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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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. FTG.
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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'F5' 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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3" CLEAR COVER.
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2 #5 CONT. W/
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ELEV. @ (-) 4"
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SLOPE
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LINE @ REF. SPACE
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FOR ICE MAKER
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PROVIDE 1/4" WATER
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A
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F3 W/ CURB
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PAVERS BY OTHERS
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P
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F5 W/ CURB
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F5
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F5
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F6A
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F3
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F3
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6" X12"RECESS
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A
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SHOWER
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SHOWER
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6" X12"RECESS
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PAVERS BY OTHERS
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P
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SAWCUT SLAB
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PER DETAIL 5/S-1
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SAWCUT SLAB
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PER DETAIL 5/S-1
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FIBERGLASS
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SHOWER
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FIBERGLASS
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SHOWER
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RECESS 3 1/2"
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RECESS 3 1/2"
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LINE @ REF. SPACE
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FOR ICE MAKER
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PROVIDE 1/4" WATER
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8"
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F6A
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8"
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CONT.
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1-#5
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F6A
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F6A
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F6A
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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ELEVATION @ 0'-0"
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ELEVATION @ 0'-0"
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FINISH GRADE
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'F2' FOOTING AT PRIVACY WALL
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REINFORCEMENT, LAP 25"
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DOWEL TO MATCH WALL
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3" CLEAR COVER.
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6'-0" PRIVACY WALL, SEE PLAN
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SEE SITE PLAN
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EMBED DOWELS 5" WITH 10" STD HOOK
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CONCRETE STRIP FOOTING SEE PLAN
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2 #5 CONTINOUS
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8" X 8" BOND BEAM W/ 1-#5 @ TOP OF PRIVACY WALL
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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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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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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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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#5 DOWEL AT DOT LOCATIONS ON PLANS (48" O.C. EXTERIOR, 7'-4" O.C. INTERIOR).
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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A
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P
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F2
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3'-0" X 4'-0"
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PAD
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3'-0" X 4'-0"
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PAD
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SCREEN ENCLOSURE DESIGN & PERMIT BY OTHERS
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PRIVACY WALL, TOP @ 6'-0"
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F2
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P
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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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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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FULL HEIGHT WALL
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LT.
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LT.
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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VERIFY LOCATION OF AC CHASE AND WATER HEATER W/ SUPERINTENDENT
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VERIFY LOCATION OF AC CHASE AND WATER HEATER W/ SUPERINTENDENT
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO 8'-8" WITH 8X8 BOND BEAM W/ 1 #5, GROUT ALL SOLID.
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
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LOWEST POINT OF GARAGE SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1. SEE SITE PLAN BY OTHERS
Page 4: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.

3/16" = 1'-0"

FLOOR

A3

SCALE:

SHEET#

PLAN:

REVISED:

CHECKED BY:

DRAWN BY:

DATE:

RESI

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8

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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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STUCCO CEILING ON LANAI AND ENTRY
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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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TOTAL AREA ------------------------------- 2,188
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SQUARE FOOTAGE UNIT #2
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TOTAL AREA ------------------------------- 2,161
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SQUARE FOOTAGE UNIT #1
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FLOOR LIVING AREA --------------------- 1,519
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GARAGE AREA ------------------------------ 457
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COVERED ENTRY AREA -------------------- 28
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COVERED LANAI AREA -------------------- 157
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TOWEL BAR
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TOILET PAPER ROLL
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FLOOR LIVING AREA --------------------- 1,519
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GARAGE AREA ------------------------------ 484
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COVERED ENTRY AREA -------------------- 28
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COVERED LANAI AREA -------------------- 157
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FLOOR PLAN: F
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SCALE: 3/16"= 1'-0"
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ARCH
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A
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A-3
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MASTER BEDROOM HALL ARCH
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SCALE: 1/4" = 1'-0"
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NOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
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A/C PAD
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3'-0" X 3'-0"
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WH
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ARCH
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%%O%%UKITCHEN
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%%O%%UBEDROOM #2
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%%U%%OM. BATH
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1
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%%O%%UW.I.C.
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%%O%%UW.I.C.
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%%O%%UDEN
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%%O%%UENTRY
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%%O%%UBATH #2
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MIRROR
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ARCH
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A
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A-3
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%%O%%UMASTER SUITE
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8'-8" FLAT CEIL.
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%%O%%ULANAI
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2-4080 SLD. GLS. DRS.
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C
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A
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EGRESS
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2 - 25 S.H.
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%%O%%UFOYER
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ESCAPE
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B
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25 S.H.
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EGRESS
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B
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25 S.H.
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EGRESS
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2017 ACCESSIBLE
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%%O%%UGREAT ROOM
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%%O%%UGARAGE
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16'-0" X 7'-0" O.H. GARAGE DR.
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%%O%%UUNIT #2
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NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
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RECESS TRUSSES
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FOR A/H
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ATTIC ACCESS
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SHOWER
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FIBERGLASS
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12" VINYL SH.
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NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
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12" VINYL SH.
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WASHER
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DRYER
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ARCH
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%%O%%UBATH #2
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A
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A-3
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ESCAPE
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2017 ACCESSIBLE
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SHOWER
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FIBERGLASS
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A
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EGRESS
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2 - 25 S.H.
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B
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25 S.H.
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EGRESS
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B
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25 S.H.
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EGRESS
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8'-8" FLAT
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CEILING
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REF. SPACE
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RANGE
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1
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16'-0" X 7'-0" O.H. GARAGE DR.
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NO CAB
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ABV. REF
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NO CAB
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ABV. REF
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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%%O%%UKITCHEN
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%%O%%UBEDROOM #2
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%%O%%UDEN
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%%O%%UENTRY
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%%O%%UMASTER SUITE
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8'-8" FLAT CEIL.
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%%O%%ULANAI
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%%O%%UFOYER
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%%O%%UGREAT ROOM
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%%O%%UGARAGE
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8'-8" FLAT
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CEILING
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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2" X 4" SPF#2 PT.
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STUDS @ 16" O.C.
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C
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2-4080 SLD. GLS. DRS.
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BEARING WALL
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2" X 4" SPF#2 PT.
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STUDS @ 16" O.C.
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BEARING WALL
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CABINET BACKING
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KITCHEN UPPER TOP @ 84" 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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6'-8" BIFOLD
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6'-8" SWING
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8'-0" SWING
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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.
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1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.3.1.
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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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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR 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 308.3.1.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
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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
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10)
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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.
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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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13)
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42" HIGH
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KNEE WALL
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%%O%%UW.I.C.
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%%O%%UW.I.C.
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MIRROR
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ARCH
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42" HIGH
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KNEE WALL
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RANGE
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REF. SPACE
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
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NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
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2
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2
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SHOWER
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RECESS 3 1/2"
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SHOWER
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RECESS 3 1/2"
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CEIL.
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%%U%%OM. BATH
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8'-8" FLAT
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CEIL.
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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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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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WINDOW
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2
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QTY
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C
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A
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B
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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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GARAGE DOOR
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192
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84
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2
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1
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36
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96
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1
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2
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2 - 4080
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99 3/4
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80
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2
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39 1/2
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65 1/4
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4
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25
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8
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QTY
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WIND
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PRESSURE
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S.H.
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2-25
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80 1/16
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65 1/4
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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4
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5
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5
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4
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5
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4
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4&5
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5
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4
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S.H.
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SL. GL. DOOR
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SHUTTERS
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SHUTTERS
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SHUTTERS
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WIND-BORNE
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DEBRIS PROTECTION
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WIND
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PRESSURE
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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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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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Vasd=124 MPH
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53 1/2
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55 1/4
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34
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5
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4
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S.H.
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SHUTTERS
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D
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%%U%%OUNIT #1
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ATTIC ACCESS
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RECESS TRUSSES
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FOR A/H
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2X6 SPF #2 PT STUDS @ 16" O.C. BEARING WALL AT LAUNDRY
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2 HOUR FIREWALL
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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3'-0" X 4'-0"
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PAD
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SCRN. DR.
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3'-0" X 4'-0"
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PAD
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SCRN. DR.
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%%U%%OSCREEN. ROOM
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%%U%%OSCREEN. ROOM
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FIBERGLASS SCREEN ON
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STRUCT. ALUM. FRAME
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FIBERGLASS SCREEN ON
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STRUCT. ALUM. FRAME
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BY OTHERS
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BY OTHERS
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6' HIGH PRIVACY WALL
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SEE ELEVATION
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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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+27.6/-31.2
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+27.6/-31.2
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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
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+31.2/-41.8
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+31.2/-33.8
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FULL HEIGHT WALL
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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
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2
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2
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2
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2
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2
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2
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2
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2
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2
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5
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5
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2
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3
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3
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2
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1
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1
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2
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3
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3
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2
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LT.
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LT.
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3080 ENTRY DR
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3080 ENTRY DR
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DISTINCTION
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3080
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ENTRY DR.
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+31.2/-33.8
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+31.2/-33.8
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+26.4/-29.4
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+26.4/-29.4
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+31.2/-33.8
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+31.2/-33.8
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+31.2/-33.8
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+31.2/-33.8
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+31.2/-33.8
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+31.2/-33.8
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+27.6/-31.2
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+27.6/-31.2
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X
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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DW.
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DW.
Page 5: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.

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A3

A5

A2

A7

A4

A9

A8

A10

A11

A9

A15

A18

A8

A16

A19

A14

A17

A10

A11

A13

B1

B3A

B6

B4

B5

V3

V2

V1

MG1

V1

B2

M1

A12

VG1

M3

M3

M2

M2

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7

J1

J1

J3

J3

J1

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J3

J3

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A20

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J1

J3

J3

J5

J5

C

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EJ7

B3

EJ7

A1

A6

A3

A5

A2

A7

A4

A9

A8

A10

A11

A9

A15

A18

A8

A16

A19

A14

A17

A10

A11

A13

B3A

V3

V2

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MG1

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J1

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J5

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NOTE: PLUMBERS , CARPENTERS
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FIRE WALL NOT TO
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BE PENETRATED
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%%U8F8-0B
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%%U%%OROOF PLAN: F%%O
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SCALE: 3/16"=1'-0"
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%%O%%UMASTER SUITE
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%%O%%UGREAT ROOM
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%%O%%UKITCHEN
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%%O%%UDINETTE
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%%O%%UDEN
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%%O%%UENTRY
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%%O%%UFOYER
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%%O%%UBEDROOM #2
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%%O%%UGARAGE
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%%O%%U BATH #2
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%%O%%UW.I.C.
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WALL HEIGHT = 8'-8"
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FULL HEIGHT WALL PER SHEET S-2
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ENTRY CEILING PER
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SCHEDULE 2/S-1
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LANAI CEILING PER
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SCHEDULE 2/S-1
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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BARS
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SEE DETAIL 9/S-1 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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S-1
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11
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TYPICAL
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SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO 8'-8" WITH 8X8 BOND BEAM W/ 1 #5, GROUT ALL SOLID.
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%%O%%ULANAI
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%%O%%UW.I.C.
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%%O%%UMSTR. BATH
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%%U8F8-0B
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%%u%%oROOF PLAN:%%O
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SCALE: 3/16"=1'-0"
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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION 8'-8". 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-1. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-1. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.
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TRUSS BEARING CONDITIONS AND
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STRAPPING IS BASED
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ON TRUSS LAYOUT PREPARED BY SCOSTA CORP
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JOB # 44150-NR DATED: 11/02/16 REVISED: 02/08/18
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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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%%U8F8-1B
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%%U8F8-0B
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%%O%%UMASTER SUITE
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%%O%%UGREAT ROOM
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%%O%%UKITCHEN
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%%O%%UDINETTE
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%%O%%UDEN
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%%O%%UFOYER
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8'-8" FLAT CEIL.
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%%O%%UBEDROOM #2
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%%O%%UGARAGE
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%%O%%U BATH #2
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%%O%%UW.I.C.
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ENTRY CEILING PER
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SCHEDULE 2/S-1
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LANAI CEILING PER
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SCHEDULE 2/S-1
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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BARS
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SEE DETAIL 9/S-1 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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S-1
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11
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TYPICAL
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%%O%%ULANAI
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%%O%%UW.I.C.
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%%O%%UMSTR. BATH
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%%U8F8-0B
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%%U8F8-1B
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%%O%%UENTRY
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HIP
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HIP
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VALLEY
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VALLEY
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HIP
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HIP
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RIDGE
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RIDGE
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HIP
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%%U8F8-0B
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%%U8F8-0B
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PROVIDE UL301
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DETAIL WITHIN
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EAVE
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PROVIDE U301
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DETAIL WITHIN
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EAVE
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2 HOUR MASONRY WALL
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PER SHEET S-2
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NOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
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%%U8F8-1B
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%%U8F8-1B
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1-HTA16-18 @ A20
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1-HTA16-18 @ A20
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1-HTA16-18 @ A20
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1-HTA16-18 @ A20
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1-HTA16-18 @ A1
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1-HTA16-18 @ A1
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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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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S-3
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2
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1-HTA16-18 @ MG1
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1-HTA16-18 @ MG1
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S-3
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1
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1-HTA16-18 @ B1
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14-1/2" TRUSS TAIL PLUS 1-1/2" FASCIA FOR 16" TOTAL EAVE.
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MTW16 AT TRUSS TO STUD WALL, TYP.
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STUD BEARING WALLS, 2X4 SPF #2 @ 16" O.C., BLOCKING AT MID HEIGHT. SPTH4 TOP & BOTTOM @ 16" O.C. PT SILL PLATE W/ 1/2" X 6" EXPANSION BOLTS @ 32" O.C. W/ 2" WASHER.
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2-2X8 PT LEDGER, TOP @ 9'-11-1/4". FASTEN PER 1/S-3.
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1-MTW16 AT TRUSS TO LEDGER, TYP.
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OUTLOOKERS PER 12/S-1
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OUTLOOKERS PER 12/S-1
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STUD BEARING WALLS, 2X6 SPF #2 @ 16" O.C., BLOCKING AT MID HEIGHT. SPTH6 TOP & BOTTOM @ 16" O.C. PT SILL PLATE W/ 1/2" X 6" EXPANSION BOLTS @ 32" O.C. W/ 2" WASHER.
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HUS26 @ B4
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8'-8" FLAT CEIL.
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GABLE BRACE NOT REQUIRED
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1-HTA16-18 @ B4
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JL28 @ B5
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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MINIMUM EQUIVALANT THICKNESS (IN) BEARING OR
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NON-BEARING CONCRETE MASONRY WALLS
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EXPANDED SHALE, CLAY OR SLATE
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PUMICE OR EXPANDED SLAG
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LIMESTONE, CINDERS, OR
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EXPANDED SLAG
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TYPE OF AGGREGATE
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3.2
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3.6
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4.0
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2
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F.B.C. TABLE 722.3.2
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1
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FIRE - RESISTANCE RATING (HOURS)
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1. STANDARD 8" HOLLOW MASONRY HAS 4.0" EQUIVALENT SOLID STANDARD 8" HOLLOW MASONRY HAS 4.0" EQUIVALENT SOLID THICKNESS. THEREFORE ANY OF THE LISTED AGGREGATES IS ALLOWED. 2. NOTE: CALCAREOUS OR SILICEOUS GRAVEL IS A 4TH TYPE WHICH IS NOTE: CALCAREOUS OR SILICEOUS GRAVEL IS A 4TH TYPE WHICH IS NOT ALLOWED.
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AREAS (SQ. FT.)
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MODEL 1519 F NAPLES RESERVE: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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2218.8 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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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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REQ'D AIR FLOW
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10.81%%%
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MIN AIR FLOW
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(NO ROOF VENTS)
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2.84%
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4
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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136.8 SQ. FT.
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SOFFIT
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OF 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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14.79 SQ. FT.
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ATTIC AREA/300
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7.40 SQ. FT.
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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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ROOF SHEATHING SHALL BE FIRE RETARDANT TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF DIVIDING WALL PER FBC 706.4.1.1
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SOFFITS DO NOT MEET A/150 RULE FOR ATTIC VENTILATION THEREFORE ROOF VENTS ARE REQUIRED SEE TABLE
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
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ROOF SHEATHING
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8d RING SHANK
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@ 6" O.C.
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16d NAILS @
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8" O.C.
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ROOF TRUSS
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BEVELED BLOCKING
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2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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"SOFFIT ONLY" DOES NOT QUALIFY
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ROOF VENTS ARE REQUIRED
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HTA16-18 @ 32" O.C. @ INSIDE FACE OF GABLE
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GABLE BRACE NOT REQUIRED
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UL301 DETAIL WITHIN EAVE
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TOP @ 8'-8"
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2X4 NON BEARING HEADER PER DETAIL 3/S-3 (NO BOND BEAM OR LINTEL)
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%%U8F8-1B
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TOP @ 8'-8"
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2X4 NON BEARING HEADER PER DETAIL 3/S-3 (NO BOND BEAM OR LINTEL)
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TOP @ 8'-8"
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%%U8F8-1B
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TOP @ 8'-8"
Page 6: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.

3/16" = 1'-0"

ELECTRICAL

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SCALE:

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PLAN:

REVISED:

CHECKED BY:

DRAWN BY:

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J
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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.
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Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
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shall be installed in dwelling unit. per NEC 210.12 & 406.11
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Install Phone & T.V per contract .
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INSTALL ALL ELECTRICAL PER NEC 2014
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METER
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M
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(3) 3/0 THWN CU
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IN 2" CONDUIT
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UNDERGROUND
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SERVICE PROVIDED
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BY LOCAL ELECT.
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COMPANY
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2P-200A
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M.C.B.
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22,000 A.I.C.
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NEMA-3R ENCL.
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FOUNDATION STEEL
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1 #4
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C.W.P.
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1 #4
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(1) #4 CU GND. TO 5/8" D.I.A. x 8'-0"
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LONG METAL ROD AS PER 250-83C
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& COLD WATER PIPE
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(3) 3/0 W/ 1 #6 GND. THWN CU
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IN 2" CONDUIT
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F
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A/C
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DISC #1
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2P 60/50
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NEMA-3R RK5-FUSES
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A.H.U. 2P-60 AMP. C.B.
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(2) #6'S THWN
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(1) #10 GND.
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THWN CU 3/4" COND.
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150A
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BRKR.
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PANEL
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F
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POOL PUMP
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2P 30/30
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NEMA-3R RK5-FUSES
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#(2) #10 THWN
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(1) #10 GND.
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THWN CU 3/4" C
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%%uELECTRICAL RISER DIAGRAM
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N.T.S.
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150 AMP SERVICE RISER
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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.
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%%uELECTRICAL NOTES FOR FIRE RATED WALLS
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ELECTRICAL OUTLETS PLACED IN FIRE RATED WALLS SHALL BE IN
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CONFORMANCE WITH THE UNDERWRITERS LABORATORIES, INC.,
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FIRE RESISTANCE DIRECTORY, CURRENT EDITION. THESE
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REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE
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FOLLOWING SPECIFIC ITEMS:
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A) INDIVIDUAL OUTLET/SWITCH BOXES SHALL NOT EXCEED (16)
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SQUARE INCHES IN AREA.
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B) AGGREGATE AREA OF OUTLET/SWITCH BOXES SHALL NOT
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EXCEED (100) SQUARE INCHES WITHIN (100) SQUARE FEET OF
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WALL AREA.
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C) OOUTLET/SWITCH BOXES LOCATED ON OPPOSITE SIDE OF THE
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SAME WALL WAHLL BE SEPERATED BY A MINIMUM OF (24)
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INCHES.
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D) ALL OUTLET/SWITCH BOXES SHALL BE SECURELY ATTATCHED
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TO THE STUDS AND THE OPENING IN THE WALLBOARD FACING
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SHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX
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AND THE WALLBOARD DOES NOT EXCEED 1/8 INCH.
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AIR CONDITIONING COORDINATION REQUIRED. PRIOR TO ORDERING ROOF TRUSSES, THE CONTRACTOR SHALL WORK WITH THE AIR CONDITIONING SUB CONTRACTOR TO DESIGN/PLAN AND LAYOUT THE LOCATION OF AIR HANDLING EQUIPMENT.AIR DUCT SIZE AND LOCATION AND COORDINATE THAT DESIGN WITH THE TRUSSES FOR SPACE, CONNECTIVITY, AND POSITION REQUIREMENTS. THE CONTRACTOR MUST ADVISE THE TRUSS COMPANY PRIOR TO ANY CONSTRUCTION OF TRUSSES OF THE AIR CONDITIONING/HANDLING EQUIPMENTS SIZES AND WEIGHT AND DUCT LAYOUT CONCERNS OR REQUIREMENTS THAT MAY HAVE THE POTENTIAL TO CHANGE OR MODIFY THE TRUSSES TO ACCOMMODATE THE SAME. CONTRACTOR SHALL COORDINATE CONDENSATION DESCHARGE LINE LOCATION, AND ELECTRICAL SERVICE TO AIR EQUIPMENT, AND PROVIDE ANY LOCAL DISCONNECTS, LIGHTS AND SERVICE PLATFORMS THAT MAY BE REQUIRED.
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NOTE: ALUMINUM WIRE OF EQUAL AMPERAGE MAY SUBSTITUTED
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ELECTRICAL PLAN 1519 "EACH SIDE"
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SURFACE MOUNTED CEILING LIGHT
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TELEVISION RECEPTION OUTLET
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AC/DC SMOKE DETECTOR
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TO BE INTERCONNECTED
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WALL MTD. BRACKET LIGHT
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3 WAY SWITCH
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DIMMER SWITCH
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GFI SWITCH
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TELEPHONE OUTLET
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SINGLE POLE SWITCH
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A/C DISCONNECT
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DUPLEX FLOOD LIGHT
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TRACK MTD. LIGHTS
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EXHAUST FAN
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PUSH BUTTON
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RECESSED LIGHT
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1/2 SWITCHED DUPLEX OUTLET
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DUPLEX RECEPTACLE OUTLET
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4-PLEX RECEPTACLE OUTLET
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220 V RECEPTACLE OUTLET
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SINGLE RECEPTACLE OUTLET
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DUPLEX RECETACLE @ ELEV. A.F.F.
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ELECTRICAL PANEL
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ELECTRICAL METER
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120 V JUNCTION BOX
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T
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TIMER SWITCH
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GFI
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D
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3
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SD
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TV
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ELECTRICAL LEGEND
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2' UNDER COUNTER LIGHT
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4' FLUORESCENT LIGHT
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K
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P
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KEYPAD
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ANY RESIDENT HAVING A FOSSIL-BURNING
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HEATER OR APPLIANCE, A FIREPLACE, OR
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AN ATTACHED GARAGE SHALL HAVE AN
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OPERATIONAL CARBON MONOXIDE ALARM
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INSTALLED WITHIN 10 FEET OF EACH
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ROOM USED FOR SLEEPING PERPOSES.
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PER RULE 9B-3.04.72
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DOOR BELL
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DB
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SCALE: 3/16"= 1'-0"
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ELECTRICAL PLAN: F
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GFI/WP
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GFI/WP
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GFI/WP
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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A
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SD
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VP
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B
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F
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GFI
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SD
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PANEL BOX
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150 AMP. ELEC
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METER
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K
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P
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OPT.
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D.B.
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STD.
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GFI/WP
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GFI
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SWITCH
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A/H DISCONNECT
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L
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A
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K
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P
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STRUCTURED
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WIRE BOX
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SPRINKLER PUMP
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SD
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SD
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SD
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GFI
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VP
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B
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E
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3
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3
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OPT.
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TV
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PANEL BOX
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150 AMP. ELEC
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METER
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150 Amp Service
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A
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TAG
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QUANTITY
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PRODUCT
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B
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E
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J
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N
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O
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NOT USED
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36" 4 LT
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24" 3 LT
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10" Mushrooms
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Pendant/Nook
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Vapors
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Recessed Cans
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Coach Lights
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Coach Lights
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J BOX
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5lt Chandelier
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3 LT
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Pendant Light
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L
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M
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4' Fluorescent
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2' Fluorescent
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A/C DISCONNECT
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TV
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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3
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GFI
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PRE-WIRE FOR
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FAN (TYP.)
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EXH FAN
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& LIGHT
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EXH FAN
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PRE-WIRE FOR
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FAN (TYP.)
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GFI/WP
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GFI/WP
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TV
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A
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SD
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VP
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B
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F
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GFI
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SD
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K
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P
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OPT.
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D.B.
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STD.
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GFI/WP
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GFI
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SWITCH
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A/H DISCONNECT
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L
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A
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K
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P
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STRUCTURED
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WIRE BOX
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SPRINKLER PUMP
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SD
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SD
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SD
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GFI
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VP
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WP
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3
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3
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TV
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A/C DISCONNECT
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TV
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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3
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GFI
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PRE-WIRE FOR
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FAN (TYP.)
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EXH FAN
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& LIGHT
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EXH FAN
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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D
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D
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D
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D
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D
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D
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D
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D
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D
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KEYLESS
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KEYLESS
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D
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D
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TV
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D
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D
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D
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D
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D
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H
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H
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SCD
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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J
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K
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A
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A
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A
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A
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A
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A
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A
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LT.
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LT.
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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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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MARBLE 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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TURER TO ENSURE THAT ADEQUATE BEARING IS
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TO THE CONTRACTOR AND DESIGNER FOR REVIEW
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AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR
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SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
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OF DIMENSIONS, MATERIALS AND CONDITIONS.
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11. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO
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PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL
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SURFACE FROM FLOOR TO CEILING.
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IS PROVIDED AT END REACTIONS OF ALL GIRDER
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10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
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PERMANENT INSTALLATION TO COMPLY WITH
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13. MICRO-LAMS (OR EQUAL PARALAMS, LVL'S, ETC.) SHALL
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BE USED WHERE SPECIFIED ON ENGINEERED PLANS
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AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
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RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED
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TO THE WEATHER SHALL BE PROTECTED BY THE
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INSTALLATION OF 26 GA., MIN., GALVANIZED STEEL
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14. SPLICES IN MULTI-BOARD CONTINUOS BEAMS SHALL
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BE ALLOWED FOR ONE BOARD ONLY PER SPAN
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AND ONLY AT THE QUARTER POINT OF THE SPAN,
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UNLESS SHOWN OTHERWISE.
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12. BRACE TRUSSES DURING ERECTION AND AFTER
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TRUSSES.
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FLASHING.
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TPI BWY-76.
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8. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY
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THE TRUSS MANUFACTURER'S STATE OF FLORIDA
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9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFAC-
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REGISTERED ENGINEER.
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4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES
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AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND
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SUITED FOR EACH APPLICATION. FASTENING SUBJECT
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TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM
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A-153-80, OR STAINLESS STEEL.
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5. ALL METAL CONNECTIONS AND FABRICATIONS SHALL
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COMPLY WITH AISC SPECIFICATIONS.
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6. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS
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7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY
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WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR
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WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR
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METAL PLATE WOOD TRUSSES AND ATTIC 100.
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OF SUPPORT.
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WOOD FRAMING:
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1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED
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PER NATIONAL DESIGN SPECIFICATIONS
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2. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM
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A. INTERIOR BEARING WALLS SPF #2
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FOR WOOD CONSTRUCTION.
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GRADES SHALL BE USED:
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15. SPACE FRAMING OF ARCHES UNDER TIE BEAM SHALL BE
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FILL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE.
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3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED TO
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WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR
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NATURALLY RESISTANT TO DECAY. ALL WOOD TOUCHING
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MASONRY OR CONCRETE SHALL BE ISOLATED,
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PRESSURE TREATED.
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4
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RESIDENTIAL SPECIFICATIONS
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GENERAL NOTES
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1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
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THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
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REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING
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2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
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HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
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3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
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TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
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FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000
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PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
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SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
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4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
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5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
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SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
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PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
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STRUCTURAL DRAWINGS.
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DETAIL IS SHOWN.
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CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
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ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
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ATTACH AND ACCOMMODATE OTHER WORK.
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THE DESIGNER PRIOR TO COMMENCING WORK.
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SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
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THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
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NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
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6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
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ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
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ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
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8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
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THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
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TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
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SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
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SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
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AND EQUIVALENT STRENGTH PRODUCT.
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7. TREATED WOOD REQUIREMENTS:-
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OR NATURALLY RESISTANT TO DECAY.
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ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
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PRESSURE TREATED.
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9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
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SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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1
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10. LANAI CEILINGS & COVERED ENTRY CEILINGS
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1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
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EXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
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SCREWS @ 6" oc EDGE AND FIELD.
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5
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6
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FLOOR SHEATHING AT 2ND FLOOR
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A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES
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10d COMMON @ 6" O.C. EDGE AND FIELD.
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7
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SPAN RATING 48/24 OR BETTER, GLUE AND NAIL W/
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EXTERIOR WALL SHEATHING
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SHALL BE 7/16" THICK 'ZIP SYSTEM WALL SHEATHING' MANUFACTURED
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BETWEEN EDGES AND FASTEN WITH 8d COMMON NAILS @ 6" O.C. EDGE
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8
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BY HUBER ENGINEERED WOODS LLC. INSTALL PANELS WITH A 1/8" GAP
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AND FIELD. IF PANELS ARE INSTALLED HORIZONTALLY, BLOCKING SHALL
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BE INSTALLED BEHIND PANEL JOINTS. ALL SEAMS IN THE SHEATHING
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SHALL BE SEALED WITH THE ZIP SYSTEM SELF ADHERING SEAM TAPE
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USING THE ZIP SYSTEM APPLICATOR GUN. THE USUAL TYVEK HOUSE
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WRAP IS NOT REQUIRED.
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ASPHALT SHINGLE ROOF SPEC'S
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CLAY AND CONCRETE TILE ROOF SPECS
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THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
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WITH THE PROVISIONS OF R905.3 F.B.C.
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MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
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MANUFACTURER'S IDENTIFICATION MARK.
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APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
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APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
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INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
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1. TILE PLACEMENT AND SPACING,
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2. ATTACHMENT SYSTEM NECESSARY TO
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A. AMOUNT AND PLACEMENT OF MORTAR
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B. AMOUNT AND PLACEMENT OF ADHESIVE,
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C. TYPE, NUMBER, SIZE, AND LENGTH OF FASTENERS AND CLIPS.
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3. UNDERLAYMENT
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4. SLOPE REQUIREMENT.
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INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
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LAYER APPLICATION UNDER TILE ROOF.
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ROOF SHEATHING
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SHEETS SHALL BE MAINTAINED. INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES.
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THE ROOF SHEATHING SHALL BE NAILED WITH 8d RING SHANK NAILS @6" O.C.
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EDGE AND FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS
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WITHOUT SPLITTING. RING SHANK NAILS PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER,
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FLASHING
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FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES
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THICK, 26 GAGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAGE
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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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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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COMPLY WITH CURRENT WIND CODE,
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B. RAFTERS, JOISTS, HEADERS AND BEAMS SYP #2.
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EXTERIOR BEARING WALLS,
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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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NOT USED
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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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R=30 FIBERGLASS
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INSUL.
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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 ENGINEERING
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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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-3
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TILE ROOF PER NOTE 4 ON A-6.
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AND PER NOTES IN TABLE 2 ON A-6
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2X6 MIN. SUB FASCIA
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER, SEE 13/S-3
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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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PER ASTMC-926
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8"X8" CONTINUOUS
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SEE ENGINEERING
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BOND BEAM
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VENTED ALLUM 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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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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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 R703.1.3
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+27.7-37.0 PSF
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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8"X8"X16" CONC. BLOCK
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WITH LADDER STYLE JOINT REINFORCING AT 16" O.C.
Page 8: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.

N.T.S.

BANDING DETAILS

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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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NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND
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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
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STUD WALL
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OR TRUSS
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EXTERIOR PLYWOOD
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W/ RADIANT BARRIER
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ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER
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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 R703.4
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R703.4 - 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 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
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
Page 9: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.
Page 10: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.
Page 11: A1 L… · g.c.d. #: 10589 block : addrs: 14759-14755 edgewater circled.r.h. #: 579010067-068. framers notes: non bearing interior frame walls shall be framed w/ wood or metal studs.

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