|
<br />
<br />@ COLUMN USE USP
<br />TA20, SIMPSON ETA20
<br />OR SEMCO TAPR 216 @
<br />Et!D OF TRUSS _..._.~\
<br />\.
<br />\
<br />
<br />ROOF PITCH
<br />PE.R ELEVATION
<br />
<br />USP HC10
<br />SIMPSON H 10 OR
<br />SEMCO HCPRF
<br />
<br />
<br />(f)
<br />Z
<br />o
<br />f=
<br /><t
<br />>
<br />W
<br />--.J
<br />W
<br />D::::
<br />lJJ
<br />Q..
<br />
<br />(OPTIONAL)
<br />8" PRECAS'~ LINTEL wi #5
<br />CONTINUOUS SPNJ BETWEEN COLS.
<br />wi MIN. 8" 8FARING SURFACE EACH
<br />END CAP W/1 COURSE 4" OR 8"X16"
<br />CtAU KNOCKOUT WI 1-#5 CONT.
<br />POURED F JLL wi VERTICAL #5'S @
<br />COLS, INTO K.O. BLOCK TIE INTO
<br />FULL PEf'-IMETER BOND BEAM WI
<br />2:5" LAD @ CORNERS
<br />
<br />USP EHCC 66
<br />OR SEMCO PCPGA 66
<br />POST CAP
<br />
<br />(2) 2X10 BEAMS
<br />CONNECrED TO MASONRY
<br />WI USP HWUH 2-2X10
<br />\ SIMPSCN HUC410TF
<br />\ SEMCO MPH-210-2
<br />.- USP EHCC 66 OR
<br />SEMr~ PCPGA 66 POST CAP
<br />
<br />~1' .....)"'..J..',- (2) 2X 10 OR (2) 2X 12 BEAMS
<br />. .' ATTACH TO MASONRY COLUHN
<br />. '.. wi MASONRY PURLiN HANGER:
<br />USP HFM 3X 1 0, SEMCO
<br />MPH-210-2 OR SIMPSON WNP210-2
<br />(OR (2) 2X 12 SIZE)
<br />ANCHOR TRUSSES TO BEAMS wi
<br />SEMCO HCPRF, USP HCS OR
<br />SIMPSON H 1 TRUSS TIE.
<br />
<br />\
<br />
<br />(j)
<br />Z
<br />o
<br />f=
<br /><t
<br />>
<br />W
<br />--.J
<br />W
<br />Cl:::
<br />W
<br />Q..
<br />
<br />... 16" X 16" COLUMN @
<br />FRONT ENTRY PORCH wi
<br />'3) #5 VERTICAL.
<br />~COLUMN HEIGHT PER
<br />ELEVATICN)
<br />
<br />.\--...
<br />
<br />6X6 GR.II
<br />P,T. PINE COLUMN
<br />
<br />OPTiONAL:
<br />HUGHES PA6X6
<br />SIMPSON ABU66 OR
<br />SEMCO ABP 66
<br />WHERE UPLIFT IS
<br />UNDER 2,000#.
<br />
<br />FINiSH GRADE.,,,
<br />""
<br />
<br />'''''-
<br />.....
<br />
<br />COLUMN BASE
<br />USP CO 66
<br />SIMPSON LCB 66 OR
<br />SEMCO CMP66
<br />
<br />r ' "-1
<br />
<br />FOOTING DOWELS: ..........._" .~.> ::1
<br />2 -#5 EMBED, .s" MIN, \ ~
<br />INTO FTG, wi 90' HOOK \. :..'
<br />\ '~" .JI .
<br />'I~ltr
<br />: ~_ht.
<br />J.J- ....:.. .~.. ,.,/'" 12" X 24" PIER FOOTING
<br />'.'f: ~ .:-.- ',y:;/ wi (2) #5 EACH WAY
<br />
<br />--\
<br />\
<br />
<br />/
<br />I
<br />/
<br />
<br />
<br />\. /-- (2) 1/2" BOLTS
<br />/ /
<br />. //
<br />. "
<br />
<br />L
<br />
<br />FINISH GRADE ._~
<br />
<br />"'-"
<br />--
<br />
<br />
<br />cf'~-, .!: '.
<br />
<br />"<. .~ . ~'->.... .,
<br />
<br />"""...,-_...
<br />
<br />. , . - ,
<br />----
<br />
<br />12" X 24" PiER FOOTING
<br />wi (2) #5 EACH WAY
<br />
<br />MASONRY COLU"~fN DETAIL
<br />SCALE 1/2" l' -0"
<br />
<br />WOOD COLUA:..']\[ DETAIL
<br />SCALE 1/2"
<br />
<br />l' -0"
<br />
<br />I
<br />'I
<br />
<br />
<br />,I
<br />':
<br />
<br />"
<br />I,
<br />II
<br />
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<br />
<br />~
<br />.2
<br />z -
<br />-w
<br />::!Eo:::
<br />
<br />:S::i
<br />'to<(
<br />N~
<br />"-
<br />~
<br />
<br />2X4 BLOCKING
<br />OR 2X4 RAT RUNS
<br />4' -0" O,C, FOR FIRST
<br />TWO FRAMING SPACES
<br />FROM EACH END
<br />
<br />FOOTING DOWELS: ..-.-.-......"
<br />1-#5 EMBED, 6" MIN. ",
<br />INTO FTG. WI 90' HOOK "'-
<br />'-,
<br />
<br />4" CONCRETE SLAB "\
<br />~I wi 6X6 #10 W.W.M.
<br />OR FIBERMESH .
<br />t --,,--' ;-
<br />"<<I" - - -- -.:.-.,,;- ~,J ,\
<br />
<br />1 (2) #5 REBAR ..... '" r
<br />CONTINUOUS '....,.
<br />(.II\IN, 3" CLR,) '=to 1..-
<br />
<br />_....J
<br />
<br />USP LPTA
<br />~9~0'~~.~~)
<br />(15) 8d X
<br />1-1/2" NAILS
<br />
<br />GRADE
<br />
<br />
<br />NOTE:
<br />IN CATHEDRAL CEILING APPLICATION,
<br />BLOCKING OR RAT RUNS SHALL BE
<br />UTILIZED TO CONNECT BOTTOM CHORD
<br />OF FIRST TWO SCISSOR TRUSSES TO
<br />GABLE END TRUSS AS INDICATED,
<br />
<br />~-l
<br />ALTE1R"NATE MONO
<br />
<br />FOOTER
<br />
<br />5d COOLER NAILS OR
<br />GWB54 @ 7" O,C,
<br />
<br />DIRECT TRUSS TO MASONRY
<br />END WALL FOR GYPSlJM CEILING DIAP.HRAM
<br />
<br />CENERAL NOTES
<br />
<br />MIN. 240# FIBERGLASS SHINGLES "-'-'-\(OOF PITCH
<br />OVER 15# FELT ON 15/32" PLYWOOD PER ELEV.
<br />SHEATH.. IN. G (1/2" O.S.B.), OPT. .IONAL) ~., PRE-~NG!NC:ERED TRUSSES
<br />8d COMMON NAILS @ 6' O.C, @ 24 G.C. BY OTHERS
<br />=" - .r" MIN R-22
<br />USP TA20 -_..__._-"-~".~.... /' '
<br />SIMPSON ETA20 "....""- 0...,/' INSULATION
<br />OR SEMCO TAPR 216 @ ,.;;'
<br />EA. END EA. TRUSS
<br />
<br />..Q..E;;IGN CRITERIA
<br />FBC 1606, 110 MPH WI~D SPEED
<br />EXPOSURE CATEGORY -, B
<br />ENCLOSED BUILDING CATEGORY 1,0
<br />INTERNAL PRESSURE COEFICIEN"r :t, 18 ASCE 7
<br />TABLE 6-7
<br />VERTICAL REINFORCEMENLltLBLOCK WALLS
<br />PROVIDE #5 BARS EACH SIDE OF OPENII'JGS 6'-0" OR GREATER,
<br />AT ALL CORNERS, EACH END SHEARWALL SEGMENTS,
<br />INTERSECTIOt\S AND LONG RUNS AS SHOWN ON PLANS
<br />HOOK ENDS MINIMUM 10" AND U,P BARS MINIMUM 19". FILL
<br />BAR CO~ES WITH CONCRETE.
<br />EXTERIOR SIDltlQ
<br />1/2" HARD,BOARD OR T'-111 SHEATHING
<br />NAIL W/8d CC 6" O,C. EDGES & 6" O.C, IN FIELDS
<br />EXTERIOR PRE-HUNG DOORS
<br />2X PT DoeR BUCK ATTACHED W/#4 CASE H,.I,RDS
<br />OR T-NAILS @ 4" O.C.
<br />SECURE PRE-HUNG DOOR UNIT TO PT W/(3) EQUALLY SPACED
<br />2-1/2" (OR LARGER) SHEETROCK SCREWS
<br />
<br />ELECTRICAL
<br />ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE
<br />SCHEMATIC ONLY AND DESIGNS SHALL BE PREPARED IN
<br />ACCORDANCE WITH THE NATIONAL E~ECTRIC CODE (~EC),
<br />FPAME WALLS
<br />ALL INTERIOR NON BEARING WALLS TO BE STD (OR BETTER),
<br />SPF OR HIGHER GRADE.
<br />ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF,
<br />ALL WOOD BEARING HEWERS TO BE #2 SYP (SIZES
<br />AS INDICATED m~ FLOOR PLAN)
<br />
<br />COMPONENT AND CLADDING SCHEDULE
<br />NOTED ON FLOOR PLAN,
<br />
<br />ROOF SYST~
<br />ROOr' DEAD LOAD - 7# P.S.F,
<br />ROOF LIVE LOAD - 20# P,S,F.
<br />ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES.
<br />ENGINEERING WILL BE SUPPLIED TO FIELD INSPECTOR
<br />AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT
<br />PROVIDED),
<br />ROOF SHEATHING NAILING SCHEDULE
<br />FOR 7/16" OSB ROOF DECK, USE 8d CC NAILS
<br />SPACE 6" O.C. AT EDGES AND 6" O.C. IN FIELDS
<br />ALL F"LASH'NG SHALL CONF'ORM TO FBe CODE REQUIREMENTS.
<br />ROOF COVE~ING
<br />FIBERGLASS SHINGLES SECURED W/(6) NAILS
<br />PER SHINGLE OVER 15# FELT OVER 7/16"
<br />OSB ROOF DECK, PRODUCT MEETS ASTM 03161
<br />PER F.B,C.
<br />
<br />FLASHING
<br />FLASHING SHALL BE GALVANIZED STEEL 0,0179
<br />26 GA. (ZINC COATED G90) NAILED 6" O.C, @ EDGES
<br />OVER 15# FELT W/CLOSED CUT VALLEY.
<br />WHERE VERTICAL WALLS MEET ROOF LINE, FLASH
<br />wi 4X5 L-FLASHING NAILED 6" O.C, AND
<br />SECURED TO ASPHALT SHINGLE IVIROOF CEMENT.
<br />GARpGE DOOR FRAME
<br />G.&.RAGE DOOR FR.A,ME TO BE PT 2X6 8' -0"
<br />w/(.3) 1/2"~ J BOLTS USING 2"~ WASHERS
<br />& EVENLY SPACED ALONG LENGTH
<br />
<br />CEfLlNS
<br />1/2" CEILING BOARD w/1-1/4" TYPE W SCREWS 12" O.C,
<br />(ASTM 1002) OR NAILED w/1-1/4" DRYWALL NAILS @
<br />7" O.C. (ASTM C514), PLACE BOARDS wi
<br />LONG DIMENSION PERPENDICUi.AR TO FRAMII'JG.
<br />
<br />
<br />SOFFITIFACIA
<br />PER SPEC
<br />OVERHANG PER
<br />ELEVATION
<br />
<br />-,,- DRYW/,LL PER SPECS
<br />FULL PERIMETER BOND BEAM
<br />8" CMU, 8" HIGH Wi 1-#5
<br />CONT. 25" LAP CORNER BARS
<br />
<br />#5 VERTICAL FROM SLAB
<br />TO BOND BEAM @ POURED
<br />CCLL (SEE FLOORPLAN FOR
<br />LOCATIONS)
<br />PRECAST L1NTEL- POUR FULL
<br />(USE #5 IF SPAN eVER 48")
<br />-- ALUMINUM FRAME WINDOW
<br />(SIZE PER PLAN)
<br />INSTALI_ PER MFG.
<br />APPROVED DETAILS
<br />
<br />/.-- WINDOW SILL PER SPEC.
<br />
<br />.. MIN, 1/2" DRYWALL ON
<br />1 "X2" P,T. FURRING WI
<br />MIN. R-5 INSULATION
<br />BETWEEN FUI(RING wi
<br />VAPOR BARRIER,
<br />,~' WALL BI\SE t.<. FLOOR FINISH
<br />I PER SPEC,
<br />
<br />\-
<br />
<br />BUILDER NOTE:
<br />ALL ENGiNEERED TRUSS
<br />DRAWINGS TO BE FURNiSHED
<br />TO ENGINEER OF RECORD
<br />FOR REVIEW PRIOR TO FINAL
<br />ISSUE OF DRAWINGS.
<br />PRECAST CONC, SILL
<br />
<br />..'~_...
<br />I.
<br />Z
<br />~
<br />
<br />
<br />;-8X8 W1.4 X W1.4
<br />OR FIBERMESH
<br />, / ----l j..
<br />'.'~-W '.' '--':"_"~.d.'<,
<br />
<br />, · .-"'--'., '. ',.. :r _'-- <:t
<br />""'"' . ,. '11"", " ..,-:
<br />'^" , +;...' <:t
<br />
<br />"."'-.. l "'".'''
<br />I" r
<br />" I ,:
<br />.t 8 141~- 1-#5 CONT,
<br />
<br />co
<br />
<br />FOOTING DOWEL~,: ....~--_._',
<br />1-#5 EMBED. 6 MIN, '...., ....:.
<br />INTO FTG. WI 90' HOOK '~ITD""-"..'
<br />
<br />HEADER BLOCK ....-..." ". I
<br />.......... ,--";",11,'"
<br />" .
<br />FINISH GRADE -~"'-.. '",-.
<br />~ ',,-. ' f==- ---- ~-=4 .----"--,-~.-.__.. "'--'--;'1
<br />
<br />t~{Y,'~~-~r(-,,"-. 6X6 W1.4 X W1.4 ~y:.
<br />
<br />' d12 -' . ". - QR FIBERME~H
<br />'...... I~- ., ~1....:.'. '; ':"~ -...-t----
<br />+, 1,.., ....+1 ::;,i" CD
<br />
<br />.i:.~.-~,,"I<..._. ~'/ X(2j6~t~~T~~~ 1--
<br />.. I
<br />
<br />N
<br />x......
<br />
<br />2813-2-3.dwg
<br />
<br />8' WALL SECTION
<br />SCALE 1/2"
<br />5-6-02 8145139 0-, i EST
<br />
<br />l' -0"
<br />
<br />PATIO/PORCH FOOTING
<br />SCALE 1/2" == l'
<br />
<br />
<br />
<br />~~\. ) I~~v eifi'- ~
<br />hl\!\')~ fL . tI.11 f36'Vf-"
<br />"I 111.. \,).~ 1> JlfT ~
<br />A~ITi_ .....,\ l t.. r ( ~--r
<br />.~ d (l0~O '/
<br />
<br />tft~vJrJ .~cJ'fv
<br />.. ",,:~,,-.J I'N
<br />, ) ') ,,'
<br />fS6~ l--h
<br />
<br />
<br />
<br />00
<br />
<br />rl= .~._+._._._.+iPatiOSlab (By o~:rs) .-., _._+_._._.+1._1+._.
<br />
<br />I i---.-----------------l
<br />I I
<br />I -+- I
<br />
<br />I I 12" 16" f t.
<br />. _ i/- x 00 Ing
<br />,+-, see wall detail
<br />
<br />
<br />I I
<br />I I
<br />I I
<br />+-1
<br />I I
<br />I I
<br />I -+- I
<br />I I
<br />i -+- i
<br />I I
<br />I I
<br />I I
<br />,. i
<br />I I
<br />I I I I
<br />I L._._._._._._._._.J
<br />I ~
<br />
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I I
<br />I I'
<br />I I
<br />~1C- WoD I I
<br />(:If vr-' I I
<br />, ~ ~(fll ,;;..--1
<br />AJ.Ll' t'1,;1)
<br />/,';^"-kl I I
<br />P \;'1 \"\.1 - ~
<br />, ......,. vlfl
<br />")\ \. '\.- I
<br />O~ .1 01 I I
<br />~l).
<br />12"'x 16" fvJting ~ II I
<br />see wall detail ~
<br />
<br />.J I
<br />
<br />
<br />HVAC SCHEMATIC ONLY
<br />
<br />~~
<br />
<br />FLOOR SLAB OF PLANT MIX
<br />CONCRETE 2500 p.s.1. 4"
<br />THICK wi 6X6 10/10 GAUGE
<br />REINFORCING MAT WI MIN. 1"
<br />COVER. TERMITE TREATED SOIL
<br />WI VAPOR BARRIER OVER
<br />COMPACTED CLEAN FILL.
<br />FIBERMESH CONCRETE MAY BE
<br />USED IN PLACE OF MESH,
<br />-+- DENOTES CONCRETE FILLED CELL
<br />W/1 #5 FROM FOUNDATION TO
<br />BOND BEAM (TYPICAL)
<br />THE BUILDER SHALL VERIFY
<br />THAT THE FOUNDATION BEARING
<br />SOIL HAS A MINIMUM LOAD
<br />CARRYING CAPACITY OF 2,000
<br />POUNDS PER SQUARE FOOT.
<br />
<br />
<br />
<br />I
<br />~
<br />I
<br />~
<br />.-
<br />
<br />I'L._._._~
<br />. . I
<br />L.~ ~
<br />
<br />! I L COLUMN FOOTER
<br />" I SEE DETAIL
<br />
<br />lD
<br />
<br />~ . t COLUMN FOOTER
<br />. SEE DETAIL
<br />/1
<br />
<br />. t COLUMN FOOTER
<br />SEE DETAIL
<br />
<br />5'-9"
<br />
<br />3'-9"
<br />
<br />4' 10"
<br />
<br />......
<br />
<br />
<br />1'-3"
<br />
<br />16'-10"
<br />
<br />...
<br />
<br />~
<br />
<br />~
<br />
<br />1'-3"
<br />
<br />TRUSS ANCHORS
<br />TRUSS TO BLOCK WALL CALCULATED FOR WORST CASE SCENARIO
<br />(1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS
<br />CONNECTED w/(10) 8d NAILS @ EACH STRAP
<br />FOR (1) PLY OR HIP GIRDER, USE (2) USP TA20 EACH END
<br />FOR (2) PLY GIRDER USE (3) USP TA20 EACH END
<br />FOR GABLE END TRUSS, USE (1) USP TA20 OR EQUAL
<br />UNLESS NOTED OTHERWISE.
<br />
<br />WINDOWS
<br />ALL WINDOWS TESTED AND APPf~OVED IN ACCORDANCE WITH
<br />ANSIjAMMA/NWWDA 101/1S2 STANDARD AND LABELED AS SUCH.
<br />WINDOWS INSTALLED PER MFG. INSTRUCTIONS FOR APPLICABLE
<br />DESIGN PRESSURE, WINDOWS SHALL BE ANCHORED
<br />INTO STRUCTURAL SUBSTRATE WHERE BUCK THICKNESS is
<br />> 1-1/2". FOR ANY 2X BUCK STRIPS. ATTACH TO MASONRY
<br />w/#4 CASE HARD OR T -NAILS @ 4" O.C,
<br />ALL MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF
<br />1,5 X THE DESIGN LOAD.
<br />
<br />PRE-ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
<br />SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA
<br />REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
<br />THE ENGINEER OF RECORD FOR REViEW PRIOR TO INITIATION OF
<br />CONSTRUCTION,
<br />
<br />&
<br />FOUNDATION PLAN
<br />W /HVAC
<br />
<br />1 '
<br />
<br />1/4"
<br />
<br />I
<br />1'0
<br />I
<br />00
<br />
<br />~
<br />I
<br />Co
<br />
<br />I
<br />co
<br />I
<br />1-0
<br />1"),
<br />
<br />1-0
<br />I
<br />Co
<br />
<br />~
<br />I
<br />Co
<br />
<br />&
<br />
<br />JAMES A. CARNICELLI, P,E. 19727
<br />
<br />
<br />2225 East Edgewood Drivel Suite 5
<br />Lakelandl Florida 33803
<br />863 666-3727 Fax 863 666-5747
<br />DRAWN BY: LAZ
<br />SCALE: 1/4" =
<br />
<br />DATE: 7/13/99
<br />JOB NUMBER
<br />
<br />ffi UPDATE PER CODE
<br />FOUNDATION PLAN
<br />
<br />
<br />REV.
<br />FOR APPROVAL:
<br />R & R APPROVAL
<br />
<br />DESCRIPTION
<br />TO SHOP:
<br />
<br />-..""
<br />
<br />.......-
<br />
<br />I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
<br />OPINION AS A LICENSED PROF"ESSIONAL IN THIS
<br />JURISDICTION, I HAVE REVIEWED THE ATTACHED
<br />DESIGN AND FOUND IT TO BE IN SUBSTANTIAL
<br />COMPLIANCE WITH SECTION 1 606 OF THE
<br />FLORIDA BUILDING CODE.
<br />
<br />~ (813)
<br />
<br />R ym an
<br />
<br />782-0825
<br />
<br />Fax (813) 788-6773
<br />
<br />JOB NAME:
<br />
<br />Construction
<br />
<br />Inc.
<br />
<br />CHARLOTTE
<br />
<br />Certified Building Contractor
<br />37325 S,R. 54 W.
<br />Zephyrhills, Fl. 33541
<br />
<br />Cert. #CB C035134
<br />
<br />KEVIN L. RYMAN
<br />
<br />DESCRIPTION: FOUNDATION & DETAILS
<br />
<br />TO
<br />
<br />JAC
<br />LAZ
<br />BY
<br />FIELD:
<br />
<br />5-6-02
<br />9-30-99
<br />DATE
<br />
<br />--_.'.'.-~--;'>""-7_.~~:~-~-'---"'-~
<br />
<br />CHECKED BY:
<br />
<br />JAC
<br />
<br />l' -0"
<br />
<br />CA2813
<br />
<br />SHE ET
<br />
<br />2 OF 2
<br />
<br />&
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