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<br />GENERAL STRUCTURAL NOTES
<br />
<br />DESIGN CRITERIA
<br />
<br />STRUCTURAL
<br />
<br />
<br />
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<br />
<br />DESIGN BASE ON T~E RESIDENTIAL FLORIDA BUILDING CODE 2004 EDITION AND
<br />ARE SIGNED AND SEALED BY AN ARC~ITECT LICENSED IN T~E STATE OF FLORIDA.
<br />
<br />1. Concrete shall have a minimum compressive strenrath of 3000 psi @ 28 days.
<br />2. Steel reinforcement shall have minimum yield strength of 40,000 psi, in
<br />accordance with ASTM A-~1 ,5
<br />3. Concrete masonry units shall be ho! low load bearing in accordance to A5TM C~O
<br />or C145 I~OO psi minimum.
<br />4. Grout shall hove 3/eil mox. oQQregate e-l1 in slump 2000 psi or ASTM C47~.
<br />S. Mortar ahall have be type M or 5 in conformance A5TM C270.
<br />~. The outer Foundotion bars shall be continuous around corners using cerner bars
<br />or by bending the bar in accordance with 202 .3.4 of the 5STD 10-'13. In both
<br />cases the minimum bar lap shall be 2511, Likewise the bond beam reinforcement
<br />shall be continuos around all corners.
<br />7. Attach plywood sheathin~ to supporting trusses or other framing with common
<br />nails as follows:
<br />a) 411 o.c. olong ends of plywood panels.
<br />b) ~II o.c. along intermediate supports of plywood panels.
<br />
<br />8, Provide 411 x 411 cleanest for all concrete filled cells,
<br />'1. All structural walls to be t; 2 Southern Yellow Pine @ 1~11 O.c.
<br />10. All girders shall have a minimum of 3-2x4 studs placed directly under the
<br />girder and double plates.
<br />11. Pre-manufactured roof trusses to be designed in accordance with the last test
<br />TPI design req,uirements. The truss manufactured is responsible to furnish all
<br />reaction loads for dead loads, live loads, and wind 10005. Manufacturer to submit
<br />truss layout and details signed and by Florida register Engineer.
<br />12. Garage door, windows, and other exterior doors shall withstand the specified
<br />wind velocity. Doors and windows manufacturers shall submit data specifying
<br />req,uired capacities. These elements shall comply with SBC wind load
<br />requirements.
<br />13. All exterior concrete block walls are designed as shear walls or shear wall
<br />segments with Dur -a- wall reinforcement every other block as the per segments
<br />with Dur-a-wall reinforcement every other block as the per req,uirements
<br />of the National Concrete Masonry Institute.
<br />14. All openings greater than ~ feet to have 1~5 rod on each side of the openin<J and
<br />filled with grout. Openings grater than 12 feet to have 2~S rods on each
<br />side of opening.
<br />IS. Contractor to verify all dimensions and conditions in the filled.
<br />l~. Any chCltiges to sealed drawings must be approved by the Consulting Engineer
<br />or Architect.
<br />17. A foundation survey shall be performed and a copy of the survey shall be on the
<br />site for the building inspectors use, Or, atl property markers shall be exposed
<br />and a string stretched from marker to marker to verify req,uires setbacks,
<br />18. All Plumbing, Electrical and Mechanical roughens must be complete, inspected and
<br />approved before req,uesting the framing inspection.
<br />1<1. Provide AFCI'5 (arc- fault circuit interrupters in al I dwell ing unit bedrooms per NEC
<br />article 210-12.
<br />
<br />PER FLORIDA BUILDING CODE (FBC) 2004 RESIDENTIAL
<br />
<br />120 /
<br />DESIGN ~IND VELOCITY __________________________________MP~
<br />DESIGNER FOR 3 SECOND GUST
<br />IMPORTANCE FACTOR _______________________________ 1.0
<br />BUILDING CATEGORY RESIDENTIAL
<br />lAJlND EXPOSURE =============================== B
<br />COMPONENTS AND CLADDING DESIGN lAJlND PRESSURES: SEE TABLES ON Tl-lIS PAGE
<br />20 P5F
<br />l1P5F
<br />15P5F
<br />- --- - - - -- - - -- - --- - - - - -- -- - - ---- 45PSF
<br />(lAJOOD r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~~~~;
<br />(CONC.;- - - - -- - - - - - -- - - - -- -- - - - - - - - ---
<br />
<br />/'
<br />
<br />ROOF LIVE LOAD
<br />ROOF DEAD LOAD
<br />ATTIC LIVE LOAD
<br />FLOOR LIVE LOAD
<br />FLOOR DEAD LOAD
<br />FLOOR DEAD LOAD
<br />
<br />GABLES ROOFS
<br />a 0 ~a 00
<br />.:t= IT
<br />
<br />~ALL5
<br />rrt
<br />
<br />Tt
<br />
<br />
<br />
<br />:B
<br />
<br />CONCRETE (AT 2a DAYS/------------------------------2S00 PSF
<br />
<br />REINFORCING STEEL ---------------------
<br />MINIMUM LAP FOR NO, 4 BARS ::: 20"
<br />NO. S BARS ::: 25"
<br />NO. ~ BARS ::; 30"
<br />NO. 7 BAR5 ::: 35"
<br />
<br />ASTM AG15 GRADE 60
<br />
<br />2 CD
<br />
<br />ASTM A-36
<br />
<br />~t
<br />FOR SI: I DEGREE.. 0.01745 RAD
<br />GABLES ROOFS
<br />100 <.0 ~50
<br />
<br />!-lIP ROOFS
<br />too <.0 :s;300
<br />
<br />STRUCTURAL STEEL
<br />
<br />1150
<br />
<br />100 <6 ~.w
<br />
<br />100 <0 s300
<br />
<br />LUMBER MINIMUM FLO. -------------------------------
<br />USE (MINIMUM) SOUT~ERN PINE NO.2 OR DOUGLAS FIR-LARC~ NO.2
<br />FOR ALL STRUCTURES LOAD BEARING OR EXPOSED TO lAJlND
<br />
<br />SOl L BEARING PRESSURE (ASSUME) _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEE FOUNDATION PLAN
<br />TO BE FIELD VERIFIED PRIOR TO PLACING OF FOOTING REINFORCEi1ENT
<br />OR CONCRETE POUR= NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO
<br />MEETS REQUIREMENTS.
<br />
<br />FOR 51 1 FOOT=s304.B MM, I DEGREE=O.OO~ RAD
<br />NOTE: a024 FEET IN ALL T~1E CASES
<br />
<br />COMPONENT AND CLADDING PREASURE ZONES
<br />- - - -~ ~
<br />
<br />FIGURE R 301.2(B) lAJlNDWARD ROOF
<br />
<br />STRUCTURAL DESIGN S~ALL BE IN COMPLIANCE lAJIT~ RESIDENTIAL FLORIDA BUILDING
<br />CODE 2004
<br />
<br />ALL END JOINT5
<br />OCCUR OVER
<br />FRAMING MEMBER
<br />
<br />1:;/32" COX eTAGGERED
<br />u.v LONG OIMENelON
<br />ACRO~ e>l.!PPORie
<br />
<br />BLOCKI~ 11 4'.e>" O,C, IN
<br />FI~T TWO e.PACE6 IN
<br />GABLE ENDo ON I.. Y
<br />
<br />
<br />Termite Protection
<br />
<br /> MAiN WiND FCRCe Reel5TING e,'f5TEM WIND L.OAD5 FOR A eUIL.DING WITH A
<br /> MeAN ROOF or 3'" FEET L.OCA TED IN EXPO~RE 6
<br /> f-IORIZONT AL LOADS MAX. HORIZONTAl.
<br /> WALL LOAoe (Fe)
<br /> END ZONE END ZONE ZONE
<br />WIND ROOF ANGLE W[NOWA~O LEEWARD IE 4E
<br />VELOCITY L.OAD (DEGREEe) LUALL ROOF ROOF ROOF
<br />(M~) DIRECTION
<br />120 TRANeVERee 20 31.~ -8.3 -21.4 -1~.1 2:? .0 -18.e>
<br /> 3~~ANulEs.4:; 2&.1 11.~ ~.~ -I&.~ I~.e> -14.&
<br /> LONGITUDINAL Al.L /lNGLE& 22.8 -IL~ -21.4 -I~.~ Il.e> -13.4
<br /> 20 31.1 -~,8 -32.2 -22.4 2:'.0 -21.1
<br />130 T RANoVE ROe
<br /> 3~.ANuLe:s.4~ 3~.1 2~.~ IL~ -18.3 n.e> -11.0
<br /> L CiNC:lI TUD INAL ALL ANULU 2~,8 -13.~ -322 -18.3 2e>.0 .\~.1
<br />
<br />D
<br />
<br />~ I PEND
<br />
<br />I. IIA permanent sign which identiFies the termite treatment provider and need For
<br />re- inspection and treatment contract renewal shal I be provided, The sign shall be
<br />posted near the water heater or electrical panel. II FBC. R302, 1
<br />
<br />2. Condensate and roof down spouts shal I discharge at least 11-0" away from bui lding
<br />side. walls. FBC R320.1,6
<br />
<br />G1ABI..E END
<br />
<br />~;~J
<br />
<br />ad COMMON . ~" O,C, Eooe . FIELD ..
<br />ed ~I~ ew.N<. NAIL5 . 4" O,C.
<br />. uABL.E END OR GABLE TRUee
<br />
<br />3. Irrigation/sprinkler systems incl uding al I risers and spray heads shal \ not be
<br />installed within 11-0" of the buildinQ sidewalls. FBC R320. 1.6
<br />
<br />ad COMMON . ~" a,c. 1!lX2!! AND t~" a.c. FIELD
<br />
<br />4. To provide for inspection For termite infestation, between wall covering and final
<br />earth grade shall not be less than 6 inches. Exception: Paint or decorative
<br />cementitious finish less them SIBil (17.1 mm) thick adhered directly to the
<br />foundation wall. FSC R320.1.6
<br />
<br />ROOF DIAP~RAGM NAILING SC~EDULE
<br />N.T.S.
<br />
<br /> TA6LE R301.2(2)
<br />COMPONENT AND CLADDiNG WiND LOAD5 FOR A BUILDING WITI-l A
<br />MEAN ROOF HeiGHT Ol= 3'" FeeT L.OCATED iN eXPOOURE 6/PoF
<br />ZON~ EFFECTIVE 6A51C WIND ePEED v
<br />WIND AREA (MPf-l 3- SECOND GUST)
<br /> (FT2 )
<br />ROCf= ANGLE > Ie>.~~ DEG~ce 120 1.30
<br />I 100,0 10.:' .21,& 12.4 -2:;.2
<br />ROCf= ANGLE > 3~.4:; DE6REEo 120 13e>
<br />1 lOO,e> 215 -21,:' 2&2 - 2:'2
<br />
<br />GL.UE 6~INGL.ES ALONG
<br />RAKE TO UNDERlAYMENT
<br />AND TO EAC~ OT~ER
<br />ViI A 4- WIDTH OF
<br />ASP~AL T PLASTIC ROOF
<br />CEMENT
<br />
<br />5. Initial treatment shall be done after all excavation and backfield IS completed,
<br />FBC R320.1. 1
<br />
<br />6, Soil disturbed after the initial treatment shall be retreated including spaces boxed
<br />or Formed, FBC R320,1.2
<br />
<br />UNDERLAYMENT, If> L6 ASP~AL T-
<br />SATURATED FELT CONFORMING
<br />TO ASTM D 226 TYPE I OR D 486~
<br />TYPE I LAPPED 2" AND FASTENED
<br />PER MFR'S PRINTED INSTRUCTIONS
<br />
<br />7. Boxed areas in concrete floors for subseq,uent installation of traps, etc., shall be
<br />made with permanent metal or plastic Forms. Permanent Forms must be a size and
<br />depth that will eliminate the disturbance of soil otter the initial treatment. FBC
<br />R320.1.3
<br />
<br />DRIP EDGE AT RAKE, APPLY
<br />OVER UNDERLAYMENT
<br />
<br />
<br />B. Minimum 6 mil vapor retarded must be installed to protect against rainfall
<br />dilution, If rainfall occurs beFore vapor retarded placement, pretreatment is reqyired,
<br />FBG R320,1 A
<br />
<br />~. Concrete over pour and mortar alon~ the foundation perimeter must be removed
<br />beFore exterior soil treatment. Fec R320.1.S
<br />
<br />ASP~A1.. T S~INGlES TO ~AVE
<br />SELF-SEALING AD~ESIVE
<br />STRIPS OR BE INTERLOCKING,
<br />CONFORMING TO ASTM D 225
<br />OR D 3462 FASTENED H.I 6
<br />FASTENERS PER STRIPS, ALL
<br />FASTENERS MUST BE COVER
<br />BY 6~INGL.E OVERLAP,
<br />
<br />10. Soil treatment must be applied under all exterior concrete or grade within 11-01
<br />of the structure sidewalls, FBC R320, I.~
<br />
<br />NOT ES:
<br />
<br />II, An exterior vertical chemical barrier must be installed after construction is
<br />complete, includin~ landscaping and irri~ation. Any 50i I disturbed after the vertical
<br />barrier is appl ied, shall be retreated. FBC R320. 1.4
<br />
<br />ALL ~ALL AND CLADDING ARE DESIGNED FOR
<br />A _~5.:~_ PRESSURE.
<br />
<br />ROOF STRUCTURE IS DESIGNED FOR
<br />A _:I~:!__ UPLIFT PRESSURE.
<br />
<br />T~E DESIGN FOR T~E WALL AND ROOF
<br />PRE5SURE IS ~IG~ER T~AN T~E REQUIRED
<br />ZONE PRESSURE.
<br />
<br />DRIP EDGE AT RAKE,
<br />APPLY OVER
<br />UNDERLAYMENT
<br />
<br />12. All buildinQ are reqyired to have pre-construction treatment. FaC R320.1
<br />
<br />FASTENERS, USE GAL.VANIZED ROOfiNG NAILS
<br />H.I MIN. 12 GAUGE (.100-) SUANK WI MIN.
<br />3/5",p ~EAD,H./ SUFFICIENT LENGTl-i TO
<br />PENETRATE T~ROUG~ ALL ROOFING MATERIALS
<br />AND A MINIMUM OF 3/4" INTO THE ROOF
<br />6~EAT~ING OR T~ROUGl-1 Tl-1E S~EAT~ING.
<br />
<br />S~INGlE STARTER COURSE:
<br />TRI M OFF T A6S 611 TO 7- FROM FRONT.
<br />
<br />13. A certificate of compliance must be issued to the building department by a
<br />licensed pest control company before a certificate of occupancy will be issued. the
<br />certificate of compliance shall state: liThe Buildin~ has received a complete treatment
<br />for the prevention of subterranean termites. The treatment is in accordance with
<br />the rules and laws of the Florida Department of Agriculture and Consumer
<br />Services,11 FBC R320,1
<br />
<br />~
<br />D
<br />D
<br />
<br />DRIP EDGE AT EAVE, APPL.Y
<br />UNDER UNDERLA'fMENT
<br />
<br />DRIP EDGE TO ~AVE 211 OVERLAP
<br />FASTENED @ 12- O.C. EXTEND 1/4-
<br />BELOW 5~EAT~ING AND EXTEND 211
<br />MINIMUM BACK ONTO ROOF
<br />
<br />T~IS BUILDING 15 A CLOSE STRUCTURE.
<br />INTERNAL PRESSURE COEFFICIENT 0.18- 3 SECOND GUST
<br />
<br />14. After all works is completed, loose wood and fill must be removed from under
<br />the building and within I foot, This includes oIl grades stakes, tub trap boxes,
<br />forms, shoring or other cellulose containing material. FBe R320.3
<br />
<br />T~IS BUILDING IS A PARTIALLY CLOSED STRUCTURE.
<br />INTERNAL PRESSURE COEFFICIENT .1: 0.55- 3 SECOND GUST
<br />
<br />T~IS BUILDING IS AN OPEN STRUCTURE.
<br />INTERNAL PRESSURE COEFFICIENT 0.55- 3 SECOND GUST
<br />
<br />120 MPH MINIMUM WIND RESISTANT RATING REQUIRED.
<br />INSTAll S~INGlES IN ACCORDANCE WI T~IS DETAil
<br />AND T~E MANUCFACTURER'S PRINTERD INSTRUCTIONS
<br />
<br />15. No wood, vegetation, stumps, cardboard, trash etc., shall be buried within 151-0"
<br />of any building or proposed building. FBC 2304,11.10.1
<br />
<br />APPLICATION OF ASP~AL T SI-1INGLES
<br />
<br />SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED DY ASTM
<br />D 1557-<11
<br />
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<br />5~EET No,
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<br />AD-1
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