|
<br />\
<br />
<br />
<br />f
<br />I
<br />j
<br />
<br />
<br />~.'.,. .
<br />, "~'."" "'_'11# M 41t,OOJ (%XI) (I
<br />.. 1lit . $ , (iQOQ tU~~
<br />. liIE " . . '~W1J(S sw.u. tIC
<br />~,", .., '''',','.1t.At.. ~..Jt. . ~, fM(Mt. 'R 10
<br />, t~~~..&~=-
<br />~,~~~~"~~IY
<br />... ,.'. '-,.
<br />
<br />
<br />
<br />J
<br />
<br />HUGHES fA 12
<br />HURRICANE ANCHOH
<br />@ EACH RAFTER -
<br />
<br />\- EXISflNG 2X8 RAff[~S~~,
<br />
<br />\ ~ '!-~-=-- ={
<br />,- ~ r
<br />_=-=-=- -- R-19 INSULATION
<br />
<br />I~~~
<br />METAL EAVES DRIP ---+_
<br />2 X 6 FASCIA BOARD : -.--'
<br />" .
<br />WRAPPED W/ALUMINUM~" /
<br />
<br />VENTED ALUMINUM SOFIT ~
<br />CONCRETE fiLLED .. U" t3LOCK
<br />wI 1-15 BAR CONT
<br />(lAP SPLICE CORNERS 25")
<br />ALUMINUM FRAMED
<br />WINDOW W/SCREEN --------_.~
<br />---
<br />
<br />-
<br />
<br />PRECAST CONCRETE SILL----
<br />a x a x 16 CONCRETE BLOCK-~
<br />
<br />#5X.33" REBAR, EPOXY DOWELLED
<br />INTO EXISTING CONCRETE - SEE PLAN_______
<br />
<br />
<br />----=
<br />
<br />1 It' DRYWALL
<br />
<br />3
<br />
<br />PIC LINTEL Wlf5' SE~T
<br />
<br />
<br />NOTE: EXTEND WOOD BLOCKING
<br />BEYOND WINDOW & DOOR
<br />OPENINGS TO PROVIDE ATTACHMENT
<br />OF DRAPERY RODS BY OWNER
<br />--- CULTURAL MARBLE
<br />WINDOW STOOL
<br />-"""---1 X 2 P,T. FURRING
<br />STRIP @ 1 ft O.C,
<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 ELf.VAflONS) ~ J 1 14" WD. BASE
<br />'- FINISH FLOOR PER SPEC'S
<br />- COVER PER OWNER
<br />TOP OF EXISTING. SLAB . ~,. ., '--', ....;. ."Y','-~. ".,'....~'~.."'....:..:...., "'. '-"~' ......~,: 'c~".r. - 4".L
<br />. 4't+ ~~E~~=::""~.'. ~~~~~~T~;~~~~_~~~i~l"- L
<br />
<br />
<br />L __ _ .. __ __/
<br />-6X6 X W1.4XW1.4 WWF - CTR'D
<br />LEVELING COURSE PER ELEVATIONS
<br />
<br />
<br />~~~EL 1~~?~~?ifN EB
<br />
<br />GENEF~AL NOTES:
<br />
<br />1. ftLL LUMBER IN CONTACT WITH CONCRETE OR MASONRY
<br />SHAl~ BE PRESSURE TRfATED, USING WOLMAN CC
<br />OR E:QUIVALENT.
<br />
<br />2. LUMaER FOR STRUCTURAL FRAMING AND WALLS SHALL BE SURFACED DRY
<br />STRUCTURAL GRADE SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE
<br />FOlLOWING MINIMUM CRITERIA, (UON)
<br />
<br />2X4 STUD WALLS - SruD 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, LOCAL ORDINANCE AND REGULATIONS.
<br />
<br />4. WINO LOADS: 100 MPH WINO SPEED = 20.4 PSF, BASIC
<br />DESIGN PER SBC SECTION 1606.
<br />
<br />5. ALL NEW WINDOWS, THEIR FRAMES AND ANCHORS MUST SATISFY CHAPTERS
<br />16 AND 24 OF THE 1994 sec.
<br />
<br />6. MATIiRIALS Of CONSTRUCTION AND NOTES
<br />
<br />ALd CONCRETE TO BE IN ACCORDANCE WITH .. BUILDING CODE REQUIREMENTS
<br />FOR REINFORCED CONCRETt' (ACI 318-89).
<br />I;
<br />Alii CONCRETE------t'c ::: 2,500 PSI
<br />MAX. SLUMP == 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 AS1M A-615, lAP SPLICE BARS 25".
<br />ALl. WELDED WIRE fABRIC SHALL CONFORM TO ASTM A-la5,
<br />
<br />MASONRY
<br />r
<br />1. HOL~low REGUlAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER
<br />IN ',10TH SHALL CONFORM TO STANDARD SPECifiCATIONS FOR HOLLOW LOAD-
<br />BEA. ING CONCRETE MASONRY UNITS, GRADE N-l1 CONFORMING TO ASTM C90,
<br />Win A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,500 PSI, f'rn
<br />(ne~ 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. CEL~S CONTAINING VERTICAL REINFORCING6 BARS SHALL BE FILLED WITH GROUT OR 'PEAROel<'"
<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 />STRUCTURAL CONSULTANTS
<br />
<br />THE ENGINEtR WILL NOT BE RESPONSIBLE NOR ASSUME ANY UABIUrf FOR
<br />ANY DEVIATION FROM THESE CONSTRUCTION CONTRACT DOCUMENTS WHETHER
<br />DIRECTED BY THE OWNER OR THE CONTRACTOR UNLESS SPECIFICALLY
<br />APPROVED IN WRITING BY ART Y. ROSET, P .A.
<br />
<br />Tl-HS BUllOlNO IS OESICNEO to CONfORM TO
<br />CIWTtR t~.$ECnON f60~ OF Oil '99. STANCAAD
<br />aUllOlN<; C9Q! tOR.tOQ "'PH WiNt> lOAOS. .
<br />.,. ~ , ~.
<br />
<br />
<br />_?
<br />
<br />EQU\REO
<br />APPROV~~ ~~~~E
<br />
<br />L_ 0 -r 7
<br />
<br />ALL WORK SHALL COMPLY
<br />WITH ALL PREVAILING CODES,
<br />STANDARD BUILDING, PLUMBING,
<br />MECHANICAL, N.E.C. AND CITY
<br />OF ZEPHVRHlLLS ORDINANCES.
<br />
<br />plANS RE\J\EWe.O
<br />~1''2--~- q<\ -
<br />OA'TE- 0 v..Y1
<br />P1' APPROVE ~f1'
<br />BU\\.O\NG OE .
<br />
<br />
<br />N
<br />
<br />SCALE: 1" ==20'
<br />
<br />- )()' !'!L E:Y PFf~ I-'l/.\1--
<br />
<br />50.00 '
<br />
<br />,-
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />LO-r 6: L_O-r
<br />I
<br />B l_OC:K
<br />
<br />,
<br />I
<br />I
<br />!
<br />I
<br />I
<br />I
<br />I
<br />:'1, I
<br />I
<br />:. : I
<br />j I
<br />~!u j I - li-~--l
<br />~., Ir CONe :C,'
<br />- i [,< 1ST i f\i \~
<br />
<br />':. "'1,.'- nl.I.,,,\/ // /,/,/
<br />11(.0 U:. Jl_. ~: tr t~. r ,>-j~,:~~~:;
<br />"-t ~'1 t c; n ~,II(-V /~~~<</,
<br />i :V.-\....)'Jl\(I\; /~'///-/'/.
<br />, /// / / /'
<br />! ~Y.- c~. 'f' r- ~\ 1(' C ~~;-//~/~
<br />I . \ l ,'1 I U L 't.." l_ // " /;;,/ / //~
<br />ii r.~1 3 t ;~~)//~// .-,~,.
<br />1- u " "/////, /.((.
<br />,. I .//',/ ,,-'. //.'" .
<br />";,~//~/'//;;/ ;-
<br />I :,~/,I ~>.;~_: /~ '/;~
<br />'///,//,,//'/, ,',
<br />I <.' /.<,>. .~,". ~~
<br />- : - j/, '.'/, /, '
<br />......T-1 . " l~' .' ,',.. ~.'
<br />1 8' II / /, ,'/ ' ~
<br />
<br />,. '~...;\~\ T
<br />,S' S i,'w . ...~
<br />I
<br />
<br />.,.,
<br />
<br />1
<br />
<br />5
<br />
<br />LOT
<br />
<br />4
<br />
<br />193
<br />
<br />o
<br />C' ;.~)C)'
<br />.-.-./ - -,.
<br />
<br />C..)
<br />~-
<br />
<br />:.-, i
<br />
<br />i
<br />- C' 1 .1
<br />, ., ,
<br />-.'.: --I'
<br />
<br />t;-"'i
<br />
<br />.
<br />~) I
<br />C~I
<br />, ,
<br />'.. ):
<br />;': I
<br />I
<br />
<br />,\ '_1
<br />L) Yw
<br />
<br />"
<br />
<br />n
<br />o
<br />o
<br />~
<br />
<br />~
<br />
<br />PROPOSED
<br />
<br />Ef\JCLOSURE
<br />
<br />AREA
<br />
<br />Z~C':4C
<br />
<br />,
<br />'. \,j;;
<br />
<br />-L
<br />
<br />50.C)O'
<br />
<br />,
<br />I 100'
<br />
<br />(-------_~_________________._+. __ ____....__.___ _____ - -----,--.-,-----.---___.__1
<br />
<br />o
<br />o
<br />o
<br />C'-l
<br />
<br />LEGAL:
<br />LO-rS 5 & 6, BLOCK
<br />A MAP OF THE
<br />ZEPr-~YRr-nLLS, AS
<br />IN PLA-r BO()K 1,
<br />PUBLIC RECORDS
<br />COUNTY, FLOF~I DA.
<br />
<br />EDGE OF ASPHAL r
<br />---------------------------------------------- ------------
<br />
<br />9th. STREET
<br />60' RICH r OF WAY
<br />20' ASPHALT
<br />
<br />1 9~3,
<br />TOWN OF
<br />RECC)RDED
<br />PAGE 54,
<br />OF PASCO
<br />
<br />EXISTING ZONING: F~-2
<br />FEMA ZONE: "X"
<br />
<br />ADDRESS:
<br />ANNE-r-rE S. COBEF~T
<br />#51 :3 79th. STREET
<br />ZEPr-1'(F~YHILLS, FLORIDA 33540
<br />
<br />
<br />RIVI3lOlf
<br />
<br />
<br />. t - . t ~ t.
<br />
<br />f/)
<br />~ f/)
<br />~H_ ~ ~
<br />~~
<br />'1" ~ ~
<br />f"-': e:: ~
<br />:;-,- ~ ~
<br />-t- ~ .*
<br />L- ~t 'g,
<br />I ~.~
<br />t ~ ~
<br />-'\- ~ ~
<br />
<br />--... +...- _.
<br />
<br />-1 ~ ]
<br />~ ' fr
<br />... t--. ~ cS
<br />...-t-- ~
<br />
<br />.. _ -~ -.
<br />
<br />w
<br />~
<br />Z
<br />W
<br />>
<br /><(
<br />
<br />,
<br />
<br />- \ -
<br />
<br />~ ~. -~
<br />I
<br />1-
<br />-. -.1
<br />I
<br />I
<br />
<br />-. t
<br />'l
<br />I
<br />j
<br />
<br />I
<br />- I
<br />
<br />o
<br />ct:
<br />I
<br />t-
<br />
<br />.
<br />. ..-\
<br />I
<br />
<br />-.- f
<br />j
<br />-- i
<br />.
<br />
<br />I '
<br />i 1
<br />
<br />! I
<br />- 't- L
<br />.
<br />1
<br />. . t~.
<br />
<br />. r .
<br />,
<br />
<br />~ -.t
<br />W) l
<br />I - t--
<br />~ .-t.-
<br />I
<br />_ - -t-.-.
<br />0'2 ;
<br />... I
<br /><lO ----1--
<br />- '
<br />I
<br />,-r-"-
<br />~ --- t..
<br />0'2 !
<br />
<br />---.t---'
<br />
<br />
<br />~-i--"
<br />~ -..--t-.
<br />
<br />-.r
<br />
<br />~ ;
<br />g "'-r--
<br />---I -.. ..
<br />~'''r--
<br />~ -t--
<br />a --{..-..-
<br />~=I.....
<br />
<br />~_...
<br />o I
<br />~ ~-r'-'
<br />
<br />......j...-,.
<br />I
<br />
<br />,
<br />~_..
<br />I
<br />I
<br />
<br />t. .-
<br />i
<br />t---.
<br />t
<br />1-- ..
<br />I
<br />1. "
<br />~.,-
<br />~_...
<br />!
<br />\
<br />
<br />'V)
<br />~
<br />~~
<br />~ E-; .~..
<br />~()~~
<br />,~~ ~
<br />~ , 0
<br />~ Jd' t3 tJ
<br />~ ~~
<br />~~El~
<br />aV:l~
<br />~h~~
<br />~C,j ~
<br />rr\ ~~
<br />V.lV)
<br />
<br />CRUlf
<br />CLEM TRAUfiiEIN
<br />
<br />SC AU:
<br />
<br />1/4" == 1'-0'"
<br />
<br />CHECnD ~ APPROV!D
<br />ART v. ROSEr, P.A.
<br />
<br />V7053
<br />
<br />~--~~Lr
<br />Cf - l :i~Gl'1
<br /><;,,'(l1.tl- TV a.A.L.
<br />
<br />.$IT$ PLAN
<br />
<br />SHEET 1 OF 2
<br />
<br />. .
<br />.~
<br />
|