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<br />REVISION BY
<br />
<br />CONT. 16" WIDE x 20" DEEP
<br />MONOLITHIC SLAB EDGE/FTG.
<br />W/ (2) #5's CONT. LAP SPLICES
<br />MIN, 25" & TIE W/ WIRE.
<br />TYP. @ PERIMETER
<br />
<br />.
<br />
<br />
<br />.
<br />
<br />
<br />TIE NEW FTG. REINF, STEEL
<br />INTO EXIST. FTG, BY
<br />DOWELING NEW (2) #5's
<br />INTO EXIST. FTG, MIN, 7"
<br />AND SET W/ EPOXY GROUT
<br />(TYP. WHERE NEW FTG'S.
<br />MEET EXiSTING FTG'S,)
<br />
<br />18'-8"
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<br />· It ~HICK CONC~L;;- WI - - - - -
<br />I 6 x 6 10/10 W,W.F. OR RECESS SLAB 3/4"
<br />FIBERMESH REINF, ON @ SLIDING GLASS
<br />I 6 MIL. POL YETHELENE DOOR TRACK
<br />VAPOR BARRIER ON
<br />I CLEAN, WELL-COMPACTED
<br />SAND FILL W/ SOIL POISON-
<br />liNG (TYP,) MATCH EXIST.
<br />LIVING AREA FINISH FLOOR
<br />. L ELEVATION ~YP.) ~
<br />
<br />l 100 cfm
<br />f 10x8
<br />I~,-~ 6w d'IO
<br />,.__.C_"_._" .
<br />TO EXIST,
<br />MAIN TRUNK
<br />
<br />3:
<br />w
<br />z
<br />
<br />.
<br />
<br />
<br />
<br />PREMANUFACTURED &
<br />ENGINEERED WOOD ROOF
<br />TRUSSES @ MAX. 24" o,c.
<br />TYP. SECURE TO NEW MASONRY
<br />WALLS w/ USP 'DTC' TRUSS
<br />ANCHORS TYP, EA. END, EA. TRUSS
<br />MATCH EXISTING OVERH~" TYP.
<br />---,--1-'--1-
<br />
<br />I ..
<br />
<br />TIE NEW FTG. REINF. STEEL
<br />INTO EXIST. FTG, BY
<br />DOWELING NEW (2) #5's
<br />INTO EXIST. FTG. MIN. 7"
<br />AND SET W/ EPOXY GROUT
<br />(TYP. WHERE NEW FTG'S,
<br />MEET EXISTING FTG'S.)
<br />
<br />8'-0"
<br />
<br />#2 S,Y,P. CROSS-BRACING
<br />BETWEEN TOP CHORD AND BETWEEN
<br />USP 'MP4F' BOTTOM CHORDS AND BETWEEN TOP
<br />PLA TE TIES CHORD EXTERIOR TRUSS TO BOTTOM
<br />@ 24" o.c. CHORD FOURTH TRUSS TYPICAL
<br />MAX_ \ @ 48" D.C. AS INDICATED
<br />
<br />
<br />-,--tl----,-----i
<br />I I -1
<br />J
<br />I
<br />1
<br />~
<br />I
<br />
<br />MECHAN~CAL PLAN
<br />SCALE 1/4" == l' - 0"
<br />
<br />FOUNDA r~ON PLAN
<br />SCALE 1/4" == l' - 0"
<br />
<br />
<br />
<br />I
<br />EXIST. TRUSS
<br />----
<br />I TYP. AS INDICATED
<br />I
<br />
<br />CONC, GROUT FILLED
<br />BLOCK CELLS AS IN-
<br />DICA TED w/ (1) #5
<br />VERT. REINFORCING
<br />CONT. FROM FTG. TO
<br />TIE BM. LAP SPLICES
<br />MIN. 25" & WIRE TIE.
<br />
<br />5-0 S.G,D,
<br />L-7 UNTEL
<br />
<br />
<br />
<br />I
<br />.-, .-... --, .._' ...- "... .... _.' ..- ...- .....- --,'- -.. . .....,
<br />"-
<br />"-
<br />
<br />6'-0"
<br />
<br />18'-8"
<br />
<br />SECURE NEW MASONRY
<br />WALL TO EXIST. PER
<br />DETAIL ON SHEET S-7
<br />
<br />7'-8"
<br />
<br />5'-0"
<br />
<br />
<br />"-
<br />"-
<br />"-
<br />
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<br />
<br />/
<br />
<br />NEW
<br />FAMILY ROOM
<br />VERIFY FIN. FLOORING
<br />ON CONC, SLAB/
<br />8' FLAT CLG.
<br />
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<br />I I
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<br />l);~
<br />~0Cl
<br />a.~
<br />
<br />
<br />
<br />SECURE NEW MASONRY
<br />WALL TO EXIST. PER
<br />DETAIL ON SHEET S-7
<br />
<br />=
<br />CD .-
<br />I
<br />N
<br />
<br />
<br />l EXISTING RESIDENCE
<br />TO REMAIN)
<br />
<br />EXIST. RIDGE TO REMAIN
<br />
<br />~ EXISllNG ROOF &
<br />STRUCTURE TO REMAIN \
<br />
<br />8'-0"
<br />
<br />ROOF FRAM~NG PLAN
<br />sd LE 1/4" == l' -0"
<br />
<br />ELEcrR~CAL FLOOR PLAN
<br />SCALE 1/4" == l' - 0"
<br />
<br />192 s.t. ADDIT10N TO LIVING AREA
<br />
<br />FLOOR PLAN
<br />SCALE 1/4" == l' - 0"
<br />
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<br />
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<br />Z~
<br />f---4
<br />~
<br />to
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<br />f---4C\1
<br />~
<br />
<br />@ COPYRIGHT, 2004
<br />H. THAYER HERSOM, ARCHITECT
<br />AND ASSIGNED OTHERS. NO
<br />UNAUTHORIZED USE OF ANY
<br />PART OR ENTIRE DRAWING AS
<br />PRINTED ON THIS SHEET.
<br />
<br />lYP~dAL ROOF FRAM~NG PLAN NOTES
<br />· i
<br />1. UNLESS OTHERWISE NOTED ON PLAN,
<br />ALL FRAMING TO BE PREMANUFACTURED WOOD ROOF TRUSSES AS DESIGNED BY A
<br />L1CENSEDI STRUCTURAL ENGINEER IN THE STATE OF FLORIDA (LICENSE CURRENTLY ACTIVE).
<br />2. ALL TRUSpES SHALL BE INSTALLED @ MAXIMUM 24" o.c,
<br />3. ALL TRUSpES SHALL HAVE MINIMUM TWO-POINT BEARING WITH THREE-POINT (OR MORE)
<br />BEARINQ ITYPICAL WHERE POSSIBLE AT HIGH UP-LIFT AREAS SUCH AS PORCHES, ETC.
<br />4. THIS PLA~ AS INDICATED is DIAGRAMA TICAL IN NATURE FOR PERMIT AND, CONTRACT
<br />PURPOSE~ ONLY. ANY REVISIONS AS REQUIRED BY THE TRUSS COMPANY S ENGINEER
<br />AS INDICATED ON TRUSS COMPANY'S SEALED DRAWINGS SHALL SUPERCEDE THIS DRAWING,
<br />5, TRUSS COMPANY'S SPECIFIED HURRICANE AND OTHER ANCHORS SUPERCEDE ONE SHOWN ON
<br />THIS DRAWING,
<br />6, ANY REVISIONS OR ADDITIONS OF AND TO BEARING WALLS AS SHOWN OR IMPLIED ON
<br />THIS DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN A TIMELY
<br />FASHION lAND IN WRITING OR DRAWING FORM.
<br />
<br />NOTE: PER CHAPTER 16, 2001 FLORIDA
<br />BUILDING CODE, THIS ADDITION IS
<br />A 'PARTIALLY ENCLOSED' BUilDING,
<br />
<br /> DRAWN
<br /> HTH
<br /> CHECKED
<br /> HTH
<br /> DATE
<br /> 4/14/04
<br /> SCALE
<br /> AS NOTED
<br /> JOB NO.
<br /> 04026
<br /> SHEET
<br /> A=2
<br />OF A-2 SHEETS
<br />
<br />PER SECTION 1606.1.8, THiS STRUCTURE
<br />LIES WITHIN EXPOSURE CATEGORY 'B'
<br />FOR WIND LOADS,
<br />
<br />DESIGN LOADS
<br />
<br />WIND: 120 M,P,H.
<br />ROOF L.L. 20 P.S.F, MIN.
<br />D,L. 10 P.S,F. MIN.
<br />GARAGE SLAB 100 P,S,F.
<br />LIVING AREA
<br />L,L. 40 P.S,F,
<br />D,L. 15 P.S.F.
<br />
<br />SHEAR WALLS
<br />NOTE: ALL MASONRY PERIMETER
<br />WALLS ARE TO BE CONSIDERED
<br />SHEAR WALL SEGMENTS EXCEPT
<br />A T DOOR AND WINDOW OPENINGS
<br />AND WALL LENGTHS LESS THAN
<br />2' -8" IN LENGTH,
<br />
<br />WINDOWS & DOORS
<br />
<br />NOTE: ALL WINDOWS AND DOORS
<br />INSTALLED ON THIS PROJECT MUST MEET
<br />120 M.P.H. WIND RESISTANCE PER 2001
<br />FLORIDA BUILDING CODE,
<br />
<br />..."",~--""~---""""-~..-......,..........
<br />
<br />/,,// '....~
<br />THESE CONSTRUCTION DOCUMENTS HAVE ;/ \
<br />BEEN PREPARED BY H, THAYER HERSOM,,: \
<br />~~~~~~CCTE~~~IE~E~,o A~6~~t~) ~~S :~E ( Ii
<br />APPLICABLE SECTIONS, 2001 FLORIDA BUILDING CODE. \ I
<br />\ <)(~ /
<br />\. ) I
<br />
<br />,,~, /
<br />'-"'--, ".//
<br />""'--....~~._...-..............
<br />
<br />PLANS
<br />
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