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<br />,MIN. 2.401 F'IB~LASS SHINGLES
<br />ovm 15 F(Lt ON 15l32- PLYW,ooO
<br />SHtATHING (1/2- 0,$.8.) OPTIO~L)
<br />ad COMMON NAILS 0 6 O.C.
<br />US? TA20, ~
<br />SIMPSON E1A20 ^. ^ "'" ,~
<br />OR SEMCO TAPR 216 0
<br />EA. ENO EA. TRUSS
<br />
<br />Pf$1GN CRlTE~lA
<br />rac 1606. 110 MPH WINO SPEED
<br />EXPOSURE: CATEGORY - a
<br />ENCLOSED BUILDING CATEGORY 1.0
<br />INTERNAL PRESSURE COEFIC1ENT :t.18 ASCE 1
<br />TABLE 6-1
<br />y(RTlCAL Rf:INfQ~EMENT IN BlOCK WAllS
<br />PROVIDE 15 BAAS EACH SIDE OF OPENINGS e' -0- OR GRt:ATER,
<br />AT ALL CORNERS, EACH END SHfARWAlL SEGMENTS,
<br />AND AS INDICATED ON ll11S PlAN
<br />HOOK ENOS MINIMUM 10" AND UP BAAS MINIMUM 19". FllL
<br />BAR CORES wm. CONCRETE.
<br />(XTERIOR ~tDIt-lG
<br />1/2" HARDIOOARD OR r -111 SHEATI-fING
<br />NAIL W/ad CC 6" O.C. EDGES & 6- O.C. IN FlELOS
<br />EXJERIO~ PRE-HUNG DOORS
<br />2X PT DOOR BUCK ATTACHED W/I4o CASE HARDS
<br />OR r-NAllS 0 .." O.C.
<br />SECURE PRE-HUNG DOOR UNIT TO PT W/(J) EQUALLY SPACED
<br />2-1/2" (OR \.AAGER) SHEETROCK SCREWS
<br />ELE~TRICAL
<br />ElECTRICAL SYSTEMS /lS INDICATED ON TI-fESE PlANS ARE
<br />SCHEMAOO ONLY AND DESIGNS SHALL BE PREPARED IN
<br />ACCORDANCE WlTlf TliE NATIONAL ELECTRIC COOE (NEC).
<br />G.6JY'.GE DOOR fRAME
<br />GARAGE DOOR f/W.4E TO BE PT 2X6 8'-0"
<br />W/(J) 1/2"~ J BOLTS USING 2'" WASHERS
<br />& EVENLY SPACED ALOOO lENGllf.
<br />fRAME W&S
<br />ALL INTERIOR NON BEARING WALLS TO BE STO (OR BETTER).
<br />SPF OR HIGHER GRADE.
<br />ALL INTERIOR fRAMED BEARING WM..lS TO BE 12 SPF.
<br />ALL WOOD BEARING HOOERS TO BE 12 SYP (SIZES
<br />AS INDICATED ON FtOOR PlAN)
<br />
<br />NOTE:
<br />PRE-ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS
<br />SHALL BE DESIGNED AND CERTIf'lEO BY A STATE Of flORIDA
<br />REGISTERED PROFESSlIONAl ENGINEER AND SHAll BE ISSUED TO
<br />lliE ENGINEER Of RECORD fOR RE.VIf.W PRIOR TO INITIATION Of
<br />CONSTRUCTION.
<br />COMPONENT AND CLADDING SCHEDULE
<br />NOTED ON TliIS PlAN.
<br />
<br />
<br />;5 .
<br />PRf'''::~NGINEERED TRUSSES
<br />o 24, O.C. BY OlliERS
<br />. .
<br />MIN.' R-22 '
<br />INSULATION
<br />
<br />GENERAL NOTES
<br />
<br />"
<br />
<br />SOFFIT /f ACIA
<br />PER SPEC
<br />OVERHANG PER
<br />ElEVATION
<br />
<br />DRYWALL PER SPECS
<br />fUll PERIMETER BONO BEAM
<br />8" CMU. 8- HIGH wi 1-15
<br />CONT. 25- lAP CORNER aARs
<br />15 VERTICAL FROM SLAB
<br />TO BONO BEAM 0 POURED
<br />CELL (SEE f'LOORPtAN FOR
<br />LOCATIONS)
<br />PRECAST UNTEL- POUR fULL
<br />(USE 15 If SPAN OVER 48-)
<br />ALUMINUM FRAME WINDOW
<br />(SIZE PER PlAN) (0
<br />INSTALL PER MfG.
<br />APPROVED DETAILS
<br />WINDOW SILL PER SPEC.
<br />
<br />. ,
<br />
<br />BUILDER NOTE:
<br />ALL ENGINEERED TRUSS
<br />DRAWINGS SHALL BE fURNISHED
<br />TO ENGINEER Of RECORD
<br />FOR RE\1f.W PRIOR TO START
<br />Of CONSTRUCTION
<br />
<br />PRECAST CONC. SILL
<br />
<br />.'
<br />
<br />MIN. 1/2" DRYWALL ON
<br />fOOTING DOWELS: 1 "X2- P.T. fURRING Wi
<br />1-15 EMBED. 6- MIN. MIN. R-5 INSULATION
<br />INTO fiG. WI 90" HOOK BElWEEN FURRING w/
<br />VAPOR BARRIER.
<br />HEADER aLOCK ~ "'" WALL BASE & FLOOR fiNISH
<br />FlNISH GRADE ~ "" _ PER_SPEC.
<br />
<br />
<br />-r 1-=111= = !I--llr-Il,-
<br />~ :111 111_1 I V -111=~III--1 i
<br />~ 1==11 F-=lll= . J ! 1--11 r
<br />· '.ml-III- ':. ' .... ',. 1'-111--
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<br />,.. -::lll~-- -Ii . !t: : ,,:-:t -iTl-
<br />~ -'-I ,....
<br />-'II ~I' 8" X 16- fOOTING
<br />-~ 1'-4" _~ W/ (2) 15 CO NT.
<br />
<br />
<br />Z
<br />2
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<br />6xe W1.4 x W1.4
<br />OR flBERMESH
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<br />Q)
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<br />8' WALL
<br />SCALE 1/2"
<br />
<br />SECTION
<br />
<br />l' -0"
<br />
<br />,
<br />t~
<br />
<br />COMPONENTS AND CLADDING
<br />mc 2001 SECTION 1606.2
<br />
<br />o COLUMN USE USP
<br />TA20, SIMPSON E1.A20
<br />OR SEMCO TAPR 216 0
<br />END OF TRUSS
<br />
<br />ROOF PITCH
<br />PER ELlVATION
<br />
<br />, >,
<br />. ,
<br />
<br />
<br />C
<br />o
<br />M
<br />B8
<br />
<br />EFfECTIVE
<br />NO. ZONE WiNO AREA
<br />
<br />4 S,10
<br />4 ~O
<br />4 .s50
<br />4 S,100
<br />!S S,10 ,
<br />5 .s20
<br />5 .s50
<br />!S ~100
<br />
<br />lYPICAL EXAMPlES
<br />
<br />1/2 32, .1/2 JJ. 1/2 34, 22
<br />1/2 35, 1/2 36, ALL SH 2_
<br />SH 32-3.... 3-0 DOOR OR LESS
<br />C SH 35. 36. 6-0 OR 6-0 SGD
<br />D 8-0 SGD. 8~0 OHD
<br />
<br />16-0 X 1-0 OHD < +18.5/-22.6
<br />
<br />ONLY END ZONE OPENINGS WILL BE
<br />NOTED ON flOOR PlAN.
<br />THE MAX. DESIGN PRESSURE FOR THE
<br />GARAGE DOOR IS -22.6.
<br />
<br />A
<br />
<br />DESIGN WIND
<br />PRESSURE
<br />+21.8/-23.6
<br />+20.8/-22.6
<br />+19.5/-21.3
<br />+18.5/-20.4
<br />+21.8/-29.1
<br />+20.8/ -21.2
<br />+19.5/-2".6
<br />+18.5/-22.6
<br />
<br />8
<br />
<br />'f
<br />
<br />(OPTIONAL)
<br />8- PRECAST UNTEL w/ 15
<br />CONTINUOUS SPAN aElWEEN COLS.
<br />. WI MIN. 8" BEARING SURfACE EACH
<br />END eN' W/1 COURSE 4- OR 8"X16-
<br />CMU KNOCKOUT W/ .1-15 CONT.
<br />POURED FULL W/ VERTICAL 15'S 0
<br />COLS. INTO K.O. BLOCK TIE INTO
<br />FULL PERIMETER BONO BEAM Wi
<br />25" lAP 0 CORNERS
<br />
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<br />A
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<br />
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<br />
<br />(2) 2X12 BEAMS
<br />ATTACH TO MASONRY COLUMN
<br />WI MASONRY PURUN HANGER:
<br />U~P HFM 3X10. SEMCO
<br />MPH-210'-2 OR SIMPSON WNP210-2
<br />(OR (2) 2X12 SIZE)
<br />ANCHOR TRUSSES to BEAMS W/
<br />SEMCO HCPRf, US? HCS OR
<br />SIMPSON H1 TRUSS TIE.
<br />
<br />
<br />CC
<br />00
<br />
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<br />. .
<br />
<br />, ,
<br />.,
<br />
<br />fOOTING DOWELS: ~
<br />2- 5 EMBED. 6- MIN.
<br />INTt fiG. w/ 90" HOOK
<br />
<br />16- X 16- COLUMN 0
<br />FRONT ENTRY PORCH WI
<br />~3) 15 VERTICAL
<br />COLUMN HEIGHT PER
<br />LEYATION)
<br />ALTERNATE:
<br />8X8 CMU COLUMN w/
<br />(1) 15 REBAR
<br />
<br />~
<br />
<br />B
<br />
<br />fiNISH GRADE
<br />
<br />
<br />12- X 24- PIER FOOTING
<br />Wi (2) 15 EACH WAY
<br />
<br />". ~~.~.~.'~
<br />
<br />..::!: -.:. - -~
<br />. '.
<br />'. .
<br />
<br />FlN. rLOOR
<br />
<br />MASONRY COLUMN DETAIL
<br />SCALE 1/2" - l' _011
<br />
<br />2:500 P.S,I. flBERMESH
<br />(2) 1t5 REBAR
<br />(1) LAYER 6 MIL VISQUEEN
<br />MACHINE TAMPERED fiLL SOIL
<br />POISONED TREATED
<br />
<br />, '
<br />
<br />:
<br />
<br />~F' ~TEM,
<br />ROOf' DEAD lOAD - l' P.S.F.
<br />ROOF' LIVE lOAD - 2'01 P.~.f.
<br />ALL ROOF COMPONENTS ARE PRE-ENGINEERED TRUSSES.
<br />ENGINEERING WI~t. BE SUPPlIED TO f'lEl.D INSPECTOR
<br />At TIME OF fRAMlN() INSPECTION (SEE TRUSS LAYOUT
<br />PROVIDEO).
<br />. ROOF SHEATlfING NAlUNG SCHEDULE
<br />F'OR 7/16- osa ROOF DECK, USE 8d CC NAILS
<br />SPACE 6" 0.0. At EOGES AND 6* O.C. IN flELOS
<br />AlL flASHING SHALL CONfORM TO fOC CODE REQUIREMENTS.
<br />fWOF: ~QVERING
<br />FIBERGLASS SHINGLES SECURED Wj(6) WJLS
<br />PER SHINGLE OVER 15# fELT OVER 1/16-
<br />ose ROOF DECK. PRODUCT MEETS ASTM 03161
<br />PER f.e.C.
<br />FlASHING
<br />FlASHING SHALL BE GALVANIZED STEEL 0.0179
<br />26 GA. (lINC COATED G90) NNlED 6" O.C. 0 EDGES
<br />OVER 15# FElT W/CLOSEO CUT VALLEY.
<br />WHERE VERTICAL WALLS MEET ROOf UNE, FUSH
<br />wi 4X5 L-flASHING NAILED 6- O.C. AND
<br />SECURED TO ASPHALT SHINGlE WIROO' CEMENT. '
<br />TRUSS ANCHORS
<br />TRUSS TO BlOCK W/alL CALCULATED fOR WORst CASE SCENARIO
<br />(1) usP TA 20 (OR EQUAL) EACH END EACH TRUSS
<br />CONNECTED W/(10) 3d NAILS 0 EACH SlWP
<br />fOR (1) PLY OR HIP GIRDER\. USE (2) USP TA20 EACH END
<br />fOR (2) Pl,Y GIRDER USE (J) USP TA20 EACH END
<br />fOR GABLE ENO TRUSS, USE (1) US? TA20 OR EQUAL
<br />UNLESS NOTED OTliERWISE
<br />WI NPOWS
<br />ALL WINDOWS TEST~D AND APPROVED IN ACCORDANCE WITH
<br />ANSI/AMMA/NWWDA 101/IS2 STANDARD AND LABELED AS ,SUCH.
<br />WINDOWS INSTALLED PER MFG. INSTRUCTIONS fOR APPUCABLE
<br />DESIGN PRESSURE. WINOOWS SHALt.. BE ANCHOREO
<br />INTO STRUCTURAL SUBSTRATE WHERE BUCK llilCKNESS IS
<br />> 1-1/2". FOR Nf'( 2X 8UCK ST~IPS, ATTACH TO MASONRY
<br />W/14 CASE HARD OR T-NAlLS 0 ..- O.C.
<br />ALL MUlUONS SHALL CONFORM TO mc REQUIREMENTS Of
<br />1.5 X THE DESIGN LOAD.
<br />
<br />CEIUNG
<br />1/2" CEIUNG BOARD W/l-1/4- lYPE W SCREWS 12" O.C.
<br />(ASTM 1002) OR NAILED W/t-1/..- DRYWALL NAILS 0
<br />r O.C. (ASTM C514). PU.CE BOARDS W/
<br />lONG DIMENSION PERPENDICUlAR TO fRAMING.
<br />
<br />11'-4"
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<br />nOOR SLA.8 OF PlANT MIX
<br />CONCRETE 2500 P.S.I. 4-
<br />THICK W/ 6X6 10/10 GAUGE
<br />REINfORCING MAT wI MIN. 1-
<br />COVER. TERMITE TREATED SOIL ~
<br />Wi VAPOR BARRIER OVER \()
<br />COMPACTED CLEAN FlLL
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<br />+- DENOTES CONCRETE FlLlED CELL
<br />W/1 15 fROM fOUNDATION TO
<br />BONO BEAM (lYPlCAl)
<br />lliE BUilDER SHALL VERIfY
<br />THAT mE- fOUNOATION BEARING
<br />SOIL HAS A MINIMUM lOAD
<br />CARRYING OPACITY OF 2.000
<br />POUNDS PER SQUARE fOOT.
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<br />TIIICKENED EDGE DETAIL
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<br />1 W/ 6X~ #10 W.W.M. \
<br />OR F1BERMESH
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<br />GIRDER TRUSS
<br />DOUBLE OR
<br />TRIPLE MEMBER
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<br />ONE PIECE GIRDER
<br />HOLD DOWN-No. KM-1
<br />(REPLACES HUGH(S SHA-6)
<br />UPUFi CAP.=8,OOO#
<br />MfG. ~ K.O. McDONALD
<br />PLANT CllY. rLORIDA
<br />5/8" STUO ANCHOR
<br />MIN. EMBf:p. :a 2-1/4 il
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<br />8 BONO BEAM W /
<br />(1) IS CONT.
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<br />fOOTING DOWELS: ~
<br />1-15 EMBED. 6- MIN.
<br />INTO fiG. W/ 90' HOOK
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<br />8- BONO BEAM
<br />WI 1-15 CONT.
<br />8" CMU W/1-15
<br />EACH CELL
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<br />NOTE: fOR 'GIRDERS WI 3,0001 OR
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<br />., EACH' END Of GIRDER. USE PER HUGHES
<br />CATALOG SPECS. SEE ENGINEERED TRUSS
<br />ORAWINGS fOR UPUFi ON TRUSSES.
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<br />DUAL BOLT STUO ANCHORS
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<br />GIRDER TRUSS HOL~OWNS
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<br />MASONRY
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<br />1/4 n, =:.1 '
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<br />TOP Of SLA.B
<br />GRADE r
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