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<br />. HUGHES TA 12
<br />HURR.CANE ANCHOR
<br />o EACH RAfTtR -
<br />
<br />- EXISTING 2X8 RAftERS
<br />
<br />
<br />=- ..., .orl"''''' --;
<br />R-t9 INSUlATION
<br />
<br />METAL EAVES DRIP --_
<br />2 X 6 FASCIA BOARD "'1 --
<br />WRAPPED W/ALUMINUM~'" 1/
<br />
<br />VENTED ALUMINUM SOFn ~
<br />CONCRETE fILLED .. tj' BLOCK
<br />WI 1-#5 BAR CONT
<br />(LAP SPLICE CORNERS 25'i.)
<br />ALUMINUM FRAMED
<br />WINDOW W/SCREEN -----i--
<br />
<br />I .-
<br />PRECAST CONCRETE SILL----r---
<br />r
<br />8 X 8 X 16 CONCRETE aLOCK~.
<br />
<br />i~
<br />!I 5 XTJ" REBAR, EPOXY DOWELLED :
<br />INTO EXISTING CONCRETE - SEE P~___
<br />, -
<br />
<br />~r
<br />
<br />1/2:' DRYWALL
<br />
<br />P /e LINTEL \.Vfff Sf A. r
<br />
<br />NOTE: EXTEND WOOD BLOCKING
<br />BEYOND WINDOW & DOOR
<br />OPENINGS TO PROVIDE ATTACHMENT
<br />OF DRAPERY HODS BY OWNER
<br />---- CULTURAL MARBLE
<br />WINDOW STOOL
<br />----1 X 2 P.T. FURRING
<br />STRIP @ 10' O.C.
<br />
<br />
<br />6'-8"
<br />
<br />R-4.5 FOIL INSULATION ON
<br />INT, BLOCK WALLS
<br />
<br />1 X 4 P. T. BASE NAILER
<br />EXL FINISH (SEE ELtvATIONS)~ 3 1/4" WD. BASE
<br />...... FINISH FLOOR PER SPEC'S
<br />- COVER PER OWNER
<br />TOP OF EXISTINQ SLAB '. _ "~''''......:.<'< .~' ~.~'. ...'"'.....V~',,'J".~...y.T"'..,'...~r 4":t:
<br />! 4t :_~_'~.::::~d~~~~~:~~~:r
<br />
<br />-6X6 X W1.4XW1.4 WWF -- CTR'D
<br />LEVELING COURSE PER ELEVATIONS
<br />
<br />
<br />~~~E~ l;2"E?~~~:J EB
<br />
<br />GENERAL NOTES:
<br />
<br />1. ALL LU~'. 8ER IN CONTACT wm~ CONCRETE OR MASONRY
<br />SHALL E PRESSURE TREATED, USING WOLMAN CC
<br />OR EQU AlENT.
<br />
<br />I
<br />2. LUMBER FOR STRUCTURAL FRAMING AND WALLS SHALL BE SURFACED DRY
<br />STRUCT(J. RAl GRADE SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE
<br />FOLLOwtNG MINIMUM CRITERIA. (UON)
<br />~X4 STUD WALLS - STUD GRADE
<br />2X6 AND lARGER FRAMING - NO. 2 GRADE
<br />
<br />3. ALL WORK SHALL BE IN ACCORDANCE WITH THE 1994 STANDARD BUILDING
<br />CODE, ~OCAL ORDINANCE AND REGULATIONS,
<br />
<br />4. WIND LOADS: 100 MPH WIND SPEED = 20.4 PSF, BASIC
<br />DESIGN PER sac SECTION 1 606.
<br />
<br />5. ALL N~ WINDOWS, lliEIR FRAMES AND ANCHORS MUST SATISFY CHAPTERS
<br />16 AND, 24 OF THE 1994 SBC.
<br />
<br />6. MATERIALS OF CONSTRUCTION AND NOTES
<br />
<br />ALL CONCRETE TO BE IN ACCORDANCE WITH .. BUILDING CODE REQUIREMENTS
<br />FOR ~EINFORCED CONCRETt' (ACI 318-89).
<br />
<br />ALL CONCRETE------f'c = 2500 PSI
<br />" ,
<br />MAX. pLUMP ::: 5 INCHES; FILLED CELLS = 9 INCHES.
<br />ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PSI
<br />AND SHALL CONFORM TO ASTM A-61S. lAP SPLICE BARS 25",
<br />ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-la5.
<br />
<br />MASONRY
<br />
<br />1. HOLLOW REGULAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER
<br />IN WIDTH SHALL CONFORM TO STANDARD SPECIFICATIONS FOR HOllOW LOAD-
<br />BEARING CONCRETE MASONRY UNITS, GRADE N-' 1 CONFORMING TO ASTM C90,
<br />WITH A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,500 PSI, f'm
<br />(net section area).
<br />
<br />2. MORTAR MIXES SHAlL MEET ASTM C-270, PROPORTION PER THE FOLLOWING TYPES;
<br />TYPE S (1,800 PSI) OR M (2,500 PSI).
<br />
<br />3. CELLS CONTAINING VERTICAL RE1NFORClNG6 BARS SHALL BE FILLED WITH GROUT OR 'PEAROCK"
<br />CONCRETE AT A 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI AND CONTAINING
<br />NOT LESS THAN 5 BAGS OF CEMENT PER CUBIC YARD AND A SLUMP OF
<br />9 INCHES MAXIMUM.
<br />
<br />ART . V. ROSET, P.A.
<br />STRYCTURAL CONSULTANTS
<br />
<br />THE I ENGINEER WILL NOT BE RESPONSIBLE NOR ASSUME ANY L1ABIUlY FOR
<br />ANY I, DEVIATION FROM THESE CONSTRUCTION CONTRACT DOCUMENTS WHETHER
<br />DIREC. TED BY THE OWNER OR THE CONTRACTOR UNLESS SPECIFICALLY
<br />APP~OVED IN WRITING BY ARf V. ROSET, P.A.
<br />
<br />THIS BU1l0lNGIS p(SICNEO TO CONfORM TO
<br />CHAPTER 1~, SECnON 160& Of TliE 1994 STAAOAAO
<br />eUllOl~ COO( fOR to() MPH WINO lOAl)S.
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<br />LEGAL:
<br />
<br />----
<br />
<br />LOTS 5 & 6,
<br />A MAP OF Tt-1E
<br />ZEPHYRr-1ILLS, AS
<br />IN PLAT BOOK '1,
<br />PUBLIC RECORDS
<br />COUNTY, FLORIDA.
<br />
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J~Q y_E_ _ Q f _ _I\~e Jj.t\JJ_ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __
<br />
<br />9th. STREET
<br />60' RIGHT OF WAY
<br />20' ASPHALT
<br />
<br />o
<br />Ct::
<br />I
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<br />
<br />BLOCK 193
<br />,
<br />
<br />TOWN OF-
<br />RECORDED
<br />PAGE 54,
<br />OF PASCO
<br />
<br />EXISTING ZONING: R-2
<br />FEMA ZON E: "x"
<br />
<br />ADDRESS:
<br />ANNETTE s. COBEF~T
<br />115 '137 9th. STREET
<br />ZEPHYRYHILLS, FLOF~IDA
<br />
<br />SITE PLAN
<br />
<br />DIU flt
<br />CLEM T RAUl'Wf:lN
<br />
<br />sc.~
<br />
<br />3,3540
<br />
<br />1/4" %: 1'-<f
<br />
<br />
<br />CHI:X:UD a APPROVED
<br />ART V, ROSET, PA
<br />
<br />Qr62~r
<br />
<br />() - .13 -it 7
<br />~ ....;u.c.rv-'ilAL
<br />
<br />V7053
<br />
<br />SHEET 1 OF 2
<br />
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