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<br />II
<br />
<br />GENERi\L NOTES:
<br />
<br />1.
<br />
<br />A11 work shall confonn with the ],ltest adopted edition of the Florida Building
<br />Code. ~[echanical Code. Plumbing Code. The Na[ional Electrical Code and all
<br />~pplicable codes and regulations, lOi:al. city, state. feder~, safety board of fire
<br />wldef\\r1ters and fire department.
<br />
<br />STRUCTURAL NOTES
<br />
<br />2405.2 Hazardous Locations:
<br />
<br />2405.2.1 The following shall be considered specitic hazardous locations for the
<br />,purposes of glazing:
<br />
<br />Connt:ction
<br />
<br />Fastent:r
<br />
<br />Joist to band joist, fact: nail
<br />JOist to sill or girder, toe nail
<br />Bridging to joist, toe nail each end
<br />Ledger strip
<br />Sole plate to joist or blocking, face nail
<br />Top or sole plate to stud.. end nail
<br />Stud to sole plate, toe nail
<br />Double studs, face nail
<br />Double top plates. face nail
<br />Continuous header. two pieces
<br />Ceiling joists to plate, toe nail
<br />Ceiling joists. laps over partitions, face nail
<br />Ceiling joists to parallel rafters. face nail
<br />Rafter to plate. toe nail-~-' --
<br />Built up corner studs
<br />Built-up girders :md beams. of three members
<br />
<br />16d common
<br />3d common
<br />3d common
<br />t 6d common
<br />16d common
<br />16d common
<br />3d common
<br />IOd common
<br />IOd Common
<br />16d common
<br />3d cornman
<br />
<br />1. Glazing in swinging doors and tixed and sliding panels of sliding (patio)
<br />door assemblies.
<br />
<br />2.
<br />
<br />Workmanship shall be equal to the best trade practices.
<br />
<br />3.
<br />
<br />All installations of manufacture's specifications shall be in exact compliance with
<br />manufacture' s printed instructions,
<br />
<br />I
<br />I
<br />Glazing in doors and walls of e~closures for hot tubs, whirlpools, saunas,
<br />steam rooms, bathtubs, showers and other such facilities where such glazing
<br />is located 36 inches or less, mearured horizontally, from a standing or
<br />walking surface within the encl1sure and where the bottom edge of the
<br />exposed glazing is less than 60 ipches, measured vertically, above such
<br />standing-or \valking surfaces'- i - .--- - -
<br />!
<br />I
<br />
<br />Glazing in an individual tixed Of operable panel adjacent to a door where the
<br />nearest vertical edge is within a Q4-inch radius of the door in a closed
<br />position and whose bottom edg~ is less than 60 inches above the floor or
<br />walking surface. I
<br />I
<br />I
<br />Exception: Glazing in wWls perpendicular to the plane of the door in
<br />a closed position in Grou~ R3 or within dwelling units in Group R2
<br />shall be subject to 2405.2P(4).
<br />I
<br />I
<br />Glazing in an individual tixed ot operable panel, other than those locations
<br />described in items 2 and 3 abov~, that meets all of the following conditions:
<br />-~4.1 :-Exposed'areaof an individualpane-greater'than'9-sq-ft-.--'-- --------.-
<br />4.2. Bottom edge less than 18 inches above the t1oor.
<br />4.3. Top edge greater than 36 inches above the floor.
<br />4.4. One or more walking surfaces within 36 inches horizontally of the plane of
<br />the glazing.
<br />
<br />j
<br />
<br />.t.
<br />
<br />Contractor and/or owner shall verity ~J existing conditions and dimensions before
<br />any phase of construction is to commence.
<br />
<br />5.
<br />
<br />Contractor and/or owner shall coordinate all work between site. building,
<br />electric~, mechanical and plumbing before each phase of construction begins.
<br />
<br />,- 3d cornman '
<br />16d coaunon
<br />IOd common
<br />
<br />6.
<br />
<br />Do not scale plans.
<br />
<br />.,
<br />j,
<br />
<br />Wood Structural P:meIiSubt1oonng 19/32"-3/4"
<br />
<br />t Od common or
<br />\ Od hot dippt:d
<br />galv. box nails
<br />
<br />Wood Structural PanelJRoof & Wall Sht:athing
<br />
<br />8d common or
<br />3d hot dipped
<br />galv, box nails
<br />
<br />Gypsum Wallboard
<br />
<br />I 3i8" drywall
<br />nail
<br />
<br />4.
<br />
<br />I
<br />----I
<br />
<br />\I."
<br />
<br />Nwnber of Spacing
<br />
<br />3
<br />3
<br />:2
<br />3 at each joist
<br />16" o,c.
<br />')
<br />
<br />-t
<br />24" O.c.
<br />\6" O.c.
<br />\6"o,c, along each ed!?,~
<br />3
<br />
<br />3-16 or 4-\ Od common
<br />
<br />3
<br />24" O.c,
<br />32" o.c. at lap and bottom :md
<br />staggered 2 ends and at each
<br />splice
<br />
<br />6" o,c. edges and
<br />12" o.c. intermediate
<br />
<br />6" o,c. edges and
<br />6" o,c. intermediate and
<br />4" o,c. gable truss
<br />
<br />7" o.c. on ceilings
<br />8" o.c, on walls
<br />
<br />----. COi\IPONENT-&-Gb-ADDING-DE-SIGN-PRESSURE~
<br />
<br />7" Q,C, on ceilmgs
<br />! 2. ' '..d.ryI\' a II nail __8"_0._c.,.on 'Nalls
<br />
<br />5(8"
<br />
<br />3 tab asphalt roofing shingles
<br />
<br />I 'I," min,
<br />11 ga. Galv,
<br />nails with min.
<br />318" diameter
<br />head
<br />
<br />(120l\IPH, 3 SEC GCST. l\IIN 2 1/2, EXPOSURE B, L\lPORTANCE FACTOR =1)
<br />
<br />(PSF)
<br />
<br />5. All glazing in railings regardless of area or height above a walking surface
<br />including structural baluster panels and non structural in-till panels.
<br />
<br /> I j
<br /> I TRI BUT AR Y AREA 1 I
<br /> I ROOF \V ALL
<br /> I (FT1 )
<br />i I
<br /> I I (GCpi = +/-.1 S) (GCpi = +/-.1 S) !
<br /> i
<br /> I 10 I 17,5 -58,7 30.4 -40.7 .
<br />I
<br />I 20 i 16.0 -., .., 29.0 -38.0
<br />I -)j.j I
<br />I I
<br />I 50 I 13.9 -46.1 27.2 -34.3 I
<br />I I
<br />
<br />6.
<br />
<br />Glazing in walls and fences enclosing indoor and outdoor swimming pools
<br />and spas where the bottom exposed edge of the glazing is: (1) less than 60
<br />inches above the walking surfa~e on the pool side of the glazing, and (2) the
<br />glazing is within 60 inches hori~ontally of th~ water's edge of a swinm1ing
<br />pool or spa. This shall apply to ~ingle glazing and all panes in multiple
<br />glazing, I
<br />
<br />12A
<br />) 2.4
<br />
<br />-40.7
<br />-40.7
<br />
<br />j-n
<br />_).7
<br />') - -
<br />~),)
<br />
<br />-31.6
<br />-30,8
<br />
<br />100
<br />I 125
<br />
<br />[ NOTES:
<br />
<br />I, For effective ~eas or wind speeds between those given Jbove the IOJ,d may be
<br />interpol~ted, OtherWIse use the lo~d J,ssoci~ted with the lower effective ~ea,
<br />
<br />
<br />FOUNDATION NOTES:
<br />
<br />..,
<br />
<br />TJble values shall be adjusted for height ~md exposure by multiplying by
<br />adjustment coefficients in tJble 16062 D of the Florida Building Code 2001
<br />
<br />1.
<br />
<br />I
<br />I
<br />STRUCTUI{}\L NOTES:
<br />
<br />
<br />CODES:
<br />
<br />1.1 Current edition of the 200 I Florida ~Ui]ding Code.
<br />1,2 Building code requirements for reintorced concrete (ACI 3IS-95),
<br />1,3 American Society of Civil Engineer minimum design loads for buildings
<br />Jnd other structures (ASCE 7-95),
<br />
<br />3
<br />
<br />Plus Jnd minus sIgns stgnii'y pressures '-lcting toward ~.m Jway from the buIlding
<br />surbces,
<br />
<br />I
<br />I
<br />I
<br />L
<br />I
<br />I
<br />
<br />I PLANS AND SPECIFICATIONS COl\IPL Y \VITH THE FLORIDA
<br />i BUILDING CODE 2001 EDITION, SECTION 1606 FOR 120 \I.P.H.
<br />I \VITH A 3 SECOND GUST, EXPOSURE "B" \VIND ZONE.
<br />I
<br />i
<br />I
<br />
<br />,--__J
<br />
<br />1. SOILS:
<br />
<br />2.1 Minimum allowable soil pressure 2000 PSI.
<br />
<br />6 fasteners pt:r shingle
<br />
<br />3. CONCRETE:
<br />
<br />3 I
<br />
<br />Concrete compressive strength J,t 2S'd~ys: 2,500 PSI (Nonnal weIght).
<br />Reinforcing bars: AST~l A615 (Grade -to),
<br />Welded wire fabric (WWF): ASTM A IS5,
<br />Detail reinforcement in ~ccordance with ACI 315.
<br />Concrete coverage of reinforcement: Footings 3" bottom Jnd sides,
<br />Earth supported slabs: (Including exterior walk and driveway slabs) 3 112"
<br />thick, reinforced with 6 x 6 - 10 x 10 WWF ~t mid depth of slab, Fiber-
<br />mesh may be used in lieu of WWF at contractor's option,
<br />Concrete operators shall comply with ACI standards,
<br />Lap splice shall be as follows: #7 bar 35"; #5 bar 25"; #4 b~r 20" ~nd #3
<br />bar 15",
<br />
<br />STRUCTUR/\L DESIGN ClUTERIA:
<br />
<br />INSPECTIONS:
<br />
<br />3.2
<br />3,3
<br />3.4
<br />3,5
<br />3.6
<br />
<br />AI] Electrical, Mechanical Jnd Plumbing rough-ins must
<br />be complelt:u, inspected and approved before requesting
<br />the framing Inspt:ction,
<br />
<br />3,7
<br />3,8
<br />
<br />4, ~lASONRY:
<br />
<br />5.
<br />
<br />Design and construction shall 'COnfOrTIl to the spec] ficatlOn of the N ~t!OnJl
<br />Concrete ~1asonry Association and {\CI 530.
<br />Minimum masonry unit strength: fli 1350 pst
<br />Mortar shJl[ be type "S"
<br />All block cells Jnd caVIties below grade shall be filled With concrete when
<br />stem wall is gre~ter than 2-t" tall ~b1ve grade.
<br />
<br />WOOD:
<br />
<br />) I Wood ~tructural framino members: ~2 Southern Yellow Pllle (unless noteu
<br />-. " ::;:. I
<br />othef\vise) WIth an allowable bending stress (tb) per NDS-91 = 1,:250 PSI
<br />I
<br />Jnd a modulus of elJ,sticity :::: 1.600.?OO PSl.
<br />All exposed wood or wood In contaq:l with e~r1h or concrete to be pr~ssure
<br />treated, I
<br />Roofshe~thing: 15/32" C-D grJde plywood (or 7116" OSB) under 15# felt
<br />under 240# fibergbss shll1g1es. I
<br />Untreated wood shall not be in dire~t contract with concrete. Seat plates
<br />shall be provided at bearing localiois without wooden top plates.
<br />
<br />!
<br />
<br />4,1
<br />
<br />Dead Loads:
<br />
<br />Live Loads:
<br />
<br />Areas:
<br />
<br />-t,2
<br />-t,3
<br />
<br />Dwelling Floors:
<br />Balconies:
<br />Shingle Roof:
<br />Built-up Flat Roof:
<br />Tile Roof:
<br />
<br />--+0 PSF
<br />:.l0 PSF
<br />30 PSF
<br />35 PSF
<br />35 PSF
<br />
<br />15 PSF
<br />15 PSF
<br />I () PS F
<br />12 PSF
<br />25 PSF
<br />
<br />-tA
<br />
<br />- ..,
<br />),-
<br />
<br />Shingle Net Uplift:
<br />Built-up Flat Net Uplift:
<br />Tile Net Uplift:
<br />
<br />10 PSF
<br />13 PSF
<br />15 PSF
<br />
<br />5 3
<br />
<br />...
<br />
<br />5,4
<br />
<br />
<br />~-
<br />(
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<br />@ COPYRiGHT, 200:~
<br />H. TrlAYER HERSOM, ARCHiTECT
<br />AND ASSiGNED OTHERS, NO
<br />UNAUTHORiZED USE OF 1,NY
<br />PART OR ENTiRE DRAW1~iG AS
<br />PRiNTED ON TriiS Si-iEET,
<br />
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