㜀尩 RESIDENTIALOF NORTH FLORIDACAPE CORAL, FL … I… · At Exterior Stud Walls and Gable Ends...
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Transcript of 㜀尩 RESIDENTIALOF NORTH FLORIDACAPE CORAL, FL … I… · At Exterior Stud Walls and Gable Ends...
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F3
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F5
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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 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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F6A
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F6A
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F6A
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F6A
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#5 BAR IN GROUTED CELL, LAP 25" WITH #5 DOWEL OUT OF SLAB, WITH 7" HOOK INTO TOP OF BOND BEAM
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SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8x8 BOND BEAM w/ 1#5 , TOP @ 9'-4", GROUT ALL SOLID
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6"x12" RECESS, SEE DETAIL
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LOWEST POINT OF GARAGE SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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0'-0" REFERENCE
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4" SLAB w/ 2,500 PSI CONC. w/ 6x6#10/10 W.W.M. REINFORCING OVER 6 MIL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%
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THE FINISH FLOOR 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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INSTALL 1~6" THICKSOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1
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SLOPE 2"
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-4"
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SET W/H ABOVE BASE FLOOD ELEVATION w/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET A/C PAD ABOVE BASE FLOOD ELEVATION w/ 1'-0" FREEBOARD PER FBCR R322.2.1
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-4"
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PAVERS BY OTHERS
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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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SHOWER RECESS, SEE HOUSE PLANS
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8"x8" THICKENED SLAB @ SHOWER
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HOLLOW DOT IS #5 VERTICAL IN WINDOW SILL (NO VERTICALS IN HEADER)
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SAWCUT SLAB PER DETAIL 5/S-3
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PAVERS BY OTHERS
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'P'
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'P'
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'P'
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 3) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 4) "P" DENOTES 8"x8" CONCRETE RIBBON w/ 1-#5 BAR AT EDGE OF PAVERS. 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-3.
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR PER DETAIL 6/S-3.
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DEPTH
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1'-0"
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1'-0"
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1'-0"
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1'-2"
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1'-2"
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PAD FOOTING SCHEDULE
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D
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E
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4'-0"
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5'-0"
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4'-0"
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5'-0"
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TYPE
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B
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A
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C
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USED
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WIDTH
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3'-0"
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2'-6"
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3'-6"
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LENGTH
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3'-0"
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2'-6"
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3'-6"
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5-#5
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6-#5
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5-#5
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6-#5
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-
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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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SHORT WAY
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LONG WAY
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4-#5
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3-#5
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4-#5
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REMARKS
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-
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-
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-
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1'-8"
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0'-10"
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0'-8"
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DEPTH
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1'-0"
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1'-0"
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1'-8"
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WALL FOOTING SCHEDULE
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F4
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F5
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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1'-4"
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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0'-8"
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F6A
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0'-8"
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CONT.
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1-#5
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FOR PLUMBING EMBEDS IN SLAB, SEE HOUSE PLAN SHEET A-2
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F5
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A
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A
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PROVIDE TERMITE TREATMENT ABOVE SLAB WITH "BORA CARE"
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A
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F1
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60" HIGH PRIVACY WALL w/ 8x8 BOND BEAM AT TOP WITH 1-#5
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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN AND SINK
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F3
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SHOWER RECESS, SEE HOUSE PLANS
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8"x8" THICKENED EDGE @ SHOWER
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FINISHED GRADE, SEE SITE PLAN
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#5 DOWELS WITH 7" HOOK, EMBED 8" MIN
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VARIES
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%%UFOOTING DETAILS
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SCALE: 3/4" = 1'-0"
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%%U'F5' FOOTING
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%%U'F3' FOOTING
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%%U'F6A' STEPDOWN
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%%UGARAGE DOOR RECESS
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2-#5 CONTINUOUS w/ 3" CLEAR COVER
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4" CONCRETE SLAB
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RECESS
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2-#5 CONTINUOUS w/ 3" CLEAR COVER
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2-#5 CONTINUOUS w/ 3" CLEAR COVER
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1-#5 CONTINUOUS w/ 3" CLEAR COVER
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FINISHED GRADE, SEE SITE PLAN
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#5 DOWELS WITH 7" HOOK, EMBED 8" MIN BELOW GARAGE FLOOR
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%%U'F3' WITH CURB AT GARAGE
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2-#5 CONTINUOUS w/ 3" CLEAR COVER
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VARIES
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CURB IS OPTIONAL AND NOT INCLUDED IN FOOTING DIMENSIONS
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%%U'P' PAVER RIBBON
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MORTAR BED
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PAVERS
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8"x8" CONCRETE RIBBON AT EDGE OF PAVERS w/ 1-#5
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S-1
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1
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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DWB/GH
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DWB
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12/13/19
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VARIES
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DR11384
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SHEET OF 4
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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BUILDER:
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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FOR BUILDERS FIRST SOURCE TRUSS, 170 MPH, EXPOSURE B, E ELEVATION, JOB # MASTER, DATED: 04/24/19, REVISED: 05/09/19
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MODEL 2225 E
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14662 STILLWATER WAY NAPLES, FLORIDA LOT: 85 SUBDIVISION: NAPLES III FORESTAR
Derek
Statement 3
” ”” ”
” ”
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F16-1B/1T
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%%U8F8-0B
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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LINTELS BEAR 4" MIN EACH END
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'0B' DENOTES 'NO REBAR'
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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GABLE BRACING NOT REQUIRED. OUTLOOKERS AT DROP GABLE PER 12/S-3
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ADD COURSING AS NEEDED TO 8x8 BOND BEAM w/ 1#5, TOP @ 13'-11"
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ENTRY CEILING PER 2/S-3
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CORNER BARS IN BOND BEAM PER 8/S-3
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SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8x8 BOND BEAM w/ 1#5 , TOP @ 9'-4", GROUT ALL SOLID
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#5 BAR IN GROUTED CELL w/ 7" HOOK INTO TOP OF BOND BEAM
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PER FBC 2017 R302.6: Dwelling/garage fire separation - The garage shall be separated from the residence and attics by not less than 1/2 inch gypsum board or equivalent applied to the garage side. Structures supporting floor/ceiling assemblies used for separation shall have not less than 1/2 inch gypsum board or equivalent.
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C., USE ~0" DRYWALL OR ~8" SAG RESISTANT PER SETION 702.3.5
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META16 @ 32" O.C. @ INSIDE FACE OF GABLE
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EMBED 1-META16 AT ALL TRUSSES EXCEPT AS NOTED AT GIRDERS
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8x8 CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL WITH 1#5 BAR, PROVIDE CORNER BARS PER 8/S-3
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(+31.2, -33.8) WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124 MPH, RISH CAT II, ENCLOSED, kd=0.85, H<15')
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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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(+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, -41.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -41.8)
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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BOTTOM @ 9'-4"
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S-3
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10
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S-4
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3
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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES, INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIREMENT)
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%%UBEARING LEGEND
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BEARING @ 9'-4"
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BEARING @ 13'-11"
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2x4 PT LEDGER w/ 10d CONCRETE NAILS @ 8" OC
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B02 BEARS ON CORNER @ 9'-4"
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OUTLOOKERS AT DROP GABLE PER DETAIL 12/S-3
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S-4
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4
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At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.6.2: 3-coat 7/8" thick portland cement based : 3-coat 7/8" thick portland cement based thick portland cement based plaster per ASTM C926. Metal Lath R703.6.1: Self furring paper backed 2.5lb diamond : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails with 7/16” long, 11 gage nails with 7/16” head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage staples oc, or 1-1/2” long, 16 gage staples long, 16 gage staples at 6” oc, into the framing members (ie, the nails or staples oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing studs). into the framing studs). Water Resistive Barrier (WRB) R703.6.3: Water-resistive : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).
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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEE S-3. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3. 5) 8F8-1B etc, DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM w/ 1-#5 CONTINUOUS, SEE DETAIL 10/S-3. 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-3.
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%%UROOF FRAMING PLAN
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SCALE: 3/16" = 1'-0"
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1-META16, TYP
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S-4
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1
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LANAI CEILING PER 2/S-3
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HOOK #5 BAR INTO TOP OF BOND BEAM
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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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'1B' DENOTES 1-#5 BOTTOM WITH 7" HOOK EACH END
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8" PRECAST LINTEL
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1-#5 TOP
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1-#5 BOTTOM
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AIR HANDLER IN CLOSET BELOW. NO RECESS IN TRUSS
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ATTIC ACCESS
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A01
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A02
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A03
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A04
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A05
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A06
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A07
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A08
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HJ10
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HJ10A
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CJ1
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CJ3
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CJ5
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CJ1
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CJ3
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CJ5
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CJ1
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CJ3
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CJ5A
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CJ1
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CJ3
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CJ5A
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A09
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A10
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A10
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A10
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A10
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A10
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A11
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A11
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A12
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A12
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A12
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A12
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A13
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A13
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A13
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A13
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A11
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A11
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A13
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A13
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A13
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A13
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A13
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A13
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D4
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D3
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D3
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D2
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D1
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D1
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D1
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B01
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B02
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B02
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HJ10
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CJ1
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CJ3
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CJ3A
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CJ1
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CJ3
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CJ5
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HJ10
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CJ1
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CJ3
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CJ5
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CJ1
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CJ3
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CJ5
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EJ7
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EJ7
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M1
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M1
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M1
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V4
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V3
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V2
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V1
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EJ7B(4)
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EJ7(12)
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EJ7A(4)
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DUAL BEARING, MASONRY TO 9'-4", STUD KNEEWALL TO 13'-11"
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2-HETA20 @ A01
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1-META16 @ A01
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1-META16 @ A01
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1-META16 @ B01
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GABLE BRACE NOT REQUIRED
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GABLE BRACE NOT REQUIRED
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1-META16 @ B01
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INSTALL META16 AT ALL TRUSSES TO 1450 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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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 OF WALL. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON 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 4/S-3.
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14-16d", EMBED 4"
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12-10dx1~8", EMBED 4"
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12-10dx1~8", EMBED 4"
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10-10dx1~8", EMBED 4"
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14-16d, EMBED 4"
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14-16d", EMBED 4"
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FASTENER
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9-10dx1~8", EMBED 4"
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TRUSS STRAPPING TO MASONRY
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(2)HHETA12 TO 22
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(2)HETA16 TO 40
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(2)META16 TO 40
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(2)META16 TO 40
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(1)HHETA16 TO 40
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2500 (2 PLY)
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2500 (2 PLY)
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1900 (2 PLY)
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1985 (1 PLY)
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2235
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(1)HETA16 TO 40
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(1)META16 TO 40
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CONNECTOR
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1810
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1450
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R3-080316
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10980/SYP 6485/SPF
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4670/SYP 4015/SPF
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4235/SYP 3640/SPF
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3965/SYP 3330/SPF
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5445/SYP 5360/SPF
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10530/SYP 9035/SPF
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HTT5
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(1)HGT-2
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HTT4
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MGT (2 PLY)
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HTT5KT
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(1)HGT-3
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(2)~0" ATR, EPOXY 12"
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18-16dx2~8, ~0" ATR, EPOXY 12"
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22-10d, ~0" ATR, EPOXY 12"
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26-16dx2~8, ~0" ATR, EPOXY 12"
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26-SD#10x2~8, ~0" ATR, EPOXY 18"
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(2)~0" ATR, EPOXY 12"
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%%UBEVELED BLOCKING
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SCALE: 3/4" = 1'-0"
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ROOF SHEATHING
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ROOF TRUSS
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2x_ BLOCKING w/ BEVEL CUT TOP. BLOCKING CAN BE EITHER SIDE OF TRUSS
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16d NAILS @ 8" OC
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8d RING SHANK NAILS @ 6" OC
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S-2
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2
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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DWB/GH
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DWB
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12/13/19
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VARIES
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DR11384
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SHEET OF 4
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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BUILDER:
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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FOR BUILDERS FIRST SOURCE TRUSS, 170 MPH, EXPOSURE B, E ELEVATION, JOB # MASTER, DATED: 04/24/19, REVISED: 05/09/19
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MODEL 2225 E
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14662 STILLWATER WAY NAPLES, FLORIDA LOT: 85 SUBDIVISION: NAPLES III FORESTAR
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2
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10
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DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: FLOORS: LIVE LOAD 40 PSF, DEAD LOAD: SLAB ON GRADE ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 170 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 132 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE B MEAN ROOF HEIGHT < 30 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 60 FOR #3 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
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NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
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SLAB ON GRADE, SEE PLAN
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%%USLAB SAWCUT DETAIL
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SCALE: NTS
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11
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%%UCORNER BARS
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SCALE: NTS
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%%USTEP FOOTING
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SCALE: NTS
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3" COVER
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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
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MAINTAIN RUN TO RISE OF 2:1 OR MORE
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%%UFOOTING
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%%UPLAN VIEW
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FOOTING REINF., SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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CONCRETE FOOTING, SEE PLAN
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SCALE: NTS
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%%UROOF DECK NAILING PATTERN
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%%UTYPICAL
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%%UPLAN
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%%UHOUSE
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8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
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%%URETROFIT UPLIFT CONNECTOR SCHEDULE
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UCORNER
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%%UCORNER BAR DETAIL IN BOND BEAMS
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UINTERSECTION
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6
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NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
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%%UBUCK FASTENING
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8" CMU WALLS
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~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
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8" CMU, SEE PLAN FOR REINFORCING
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%%UGARAGE DOOR
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~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
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2x8 OR 2x6 P.T. SYP#2
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2x2x~2" WASHER
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 8/S-3.
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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%%UTRUSS STRAP TO BOND BEAM
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3.
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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5
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SCALE: 3/4" = 1'-0"
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TRUSS BEARING
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SEE PLAN
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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2x4 OUTLOOKER
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ROOF SHEATHING, SEE SCHEDULE.
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H2.5A CLIP @ EA. OUTLOOKER TO TRUSS.
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TRUSS TOP CHORD, DROP 3~8"
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2x4 BLOCK AT
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%%UOUTLOOKER DETAIL AT DROP GABLE
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SCALE: N.T.S.
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SHEATHING JOINT
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3-12d TOE NAILS
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2x4 BLOCKING
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9
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8"x8" BOND BEAM w/ 1-#5
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#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
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#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
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HOOK BAR INTO TOP OF UPPER BOND BEAM
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%%USTEPPED BOND BEAM & REINFORCING
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MASONRY WALL
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VERTICAL BAR IN GROUTED CELL, SEE PLAN
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SCALE: 3/4" = 1'-0"
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UPPER BOND BEAM, SEE PLAN
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BEARING
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HOOK OR CORNER BAR
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VERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL
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LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
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IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
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* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
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1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
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4
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5
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5
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MEASURED FROM
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FACE OF WALL
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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
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4
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5
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5
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%%UTYPICAL
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%%UHOUSE
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%%UPLAN
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5
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5
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4
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4
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INTERIOR ZONE 4 PRESSURES
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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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5
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4
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5'-0"
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WIDTH = ______
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END
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ZONE
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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
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16' OR 18' GARAGE DOORS
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TYPICAL WINDOWS & DOORS
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8' OR 9' GARAGE DOORS
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SOFFIT
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+31.2 -41.8
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+31.2 -41.8
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+26.4 -29.4
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+27.6 -31.2
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+31.2 -33.8
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+31.2 -33.8
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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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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
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INTERIOR ZONE 4
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(Vasd=132 MPH, RISK CAT II, ENCLOSED, kd=0.85, h<30')
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TYPE
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END ZONE 5
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SHEATHING SCHEDULE
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FLOOR
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N/A
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EXTERIOR STUD WALL
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ROOF
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EXTERIOR CEILING AND SOFFIT
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OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
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A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
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(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
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NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
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7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
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(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
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8" MASONRY
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NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS.
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1-MTSM16 or 20
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2-LGT2
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HGT-2/3
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2-HTSM16 or 20
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CONNECTOR
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1-HTSM16 or 20
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RETROFIT STRAPS TO CONCRETE/MASONRY
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TO 10530
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TRUSS UPLIFT (LBS)
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TO 840
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TO 4300
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TO 2090
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TO 3480
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TO 1045
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@ 24" OC
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HTT16
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7-10dx1~8", 4-~4x2~4 TITEN
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EPOXY 12" EMBED WITH SIMPSON SET.
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8-10dx1~8", 4-~4x2~4 TITEN
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8-10dx1~8", 4-~4x2~4 TITEN
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16-16d, 7-~4"x2~4" TITEN
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18-16d, ~0"~D ALLTHREAD, DRILL
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& EPOXY 10" EMBED w/ SIMPSON SET.
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TWO ~w"~D ALTHREAD, DRILL &
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S-3
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3
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REVISIONS
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BY
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SHEET
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DATE
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CHECKED
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DESIGN/DRAWN
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DWB/GH
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DWB
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12/13/19
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VARIES
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DR11384
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SHEET OF 4
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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BUILDER:
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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FOR BUILDERS FIRST SOURCE TRUSS, 170 MPH, EXPOSURE B, E ELEVATION, JOB # MASTER, DATED: 04/24/19, REVISED: 05/09/19
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MODEL 2225 E
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14662 STILLWATER WAY NAPLES, FLORIDA LOT: 85 SUBDIVISION: NAPLES III FORESTAR
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1
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SCALE: 3/4" = 1'-0"
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%%UKNEEWALL @ ENTRY 'E'
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+9'-4"
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META16 AT LOWER TRUSS
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MASONRY WALL & BOND BEAM, SEE PLANS
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B01 OR B02 TRUSS
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2x4 DOUBLE TOP PLATE w/ SPH4 @ 16" O.C.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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MTS16 STRAP AT UPPER TRUSS
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TRUSS D1
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+13'-11"
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2x4 SPF #2 @ 16" OC
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WALL SHEATHING PER 2/S-3
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2
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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%%UFULL HEIGHT WALL SECTION
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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5
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TRUSS BEARING
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SEE PLAN
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 5" WITH 10" STD HOOK
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MONOLITHIC FOOTING, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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SCALE: 3/4" = 1'-0"
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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2x4 OUTLOOKER
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TRUSS D2
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TRUSS D1
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TRUSS D1
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8F8-1B
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+13'-11"
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META16 @ 32" O.C. AT INSIDE FACE OF GABLE
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8x8 BOND BEAM w/ 1#5
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H2.5A CLIP @ EA. OUTLOOKER TO TRUSS
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3-12d TOE NAILS
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2x4 BLOCKING
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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TRUSS TOP CHORD, DROP 3~8"
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" O.C. MAX)
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SCALE: 3/4" = 1'-0"
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%%UROOF @ ENTRY 'E'
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3
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2x4 PT LEDGERS w/ 10d CONCRETE NAILS @ 8" O.C.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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M1 TRUSSES
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+9'-4"
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2x_ FASCIA w/ 3-16d TO EACH TRUSS
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3-12d TOENAILS FROM TRUSS TO LEDGERS
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ROOF COVERING AS SELECTED BY BUILDER PER: FBCR905.2 ASPHALT SHINGLES FBCR905.3 CLAY AND CONCRETE TILE FBCR 905.4 METAL ROOF
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2x4 PT SILL w/ SPH4 @ 16" O.C. & ~8"x6" ANCHOR BOLTS ~8"x6" ANCHOR BOLTS @ 32" O.C. w/ 2" WASHER
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4
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S-4
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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DWB/GH
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DWB
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12/13/19
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VARIES
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DR11384
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SHEET OF 4
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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BUILDER:
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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FOR BUILDERS FIRST SOURCE TRUSS, 170 MPH, EXPOSURE B, E ELEVATION, JOB # MASTER, DATED: 04/24/19, REVISED: 05/09/19
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MODEL 2225 E
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14662 STILLWATER WAY NAPLES, FLORIDA LOT: 85 SUBDIVISION: NAPLES III FORESTAR
