|
CROWN OF ROAD
<br />ELEVATION
<br />AT 84.00
<br />HOUSE F.F.E. 82.35
<br />ELEVATION 8
<br />AT 85.50 �
<br />82.5 � '�O ,C
<br />GARAGE F.F.E.
<br />ELEVATION
<br />AT AS.1'7 2.� 82.49
<br />G� v 28
<br />tK
<br />13„ \
<br />O
<br />26
<br />-•\+- O �9 , 82.51 o, o
<br />INDEX OF DRAWINGS
<br />SHEET
<br />CONTENT
<br />Al
<br />SITE PLAN 8, ARCH. FLOOR PLAN
<br />A2
<br />STRUCTURAL FLOOR PLAN
<br />A3
<br />ELEVATIONS a ROOF PLAN
<br />A4
<br />FOUNDATION & ROOF FRAMING PLAN
<br />A5
<br />ELECTRICAL PLAN
<br />SI-S3
<br />STRUCTURAL DETAILS
<br />NEW RESIDENCE AT \X 0 81 94
<br />552612TH ST.
<br />GENERAL NOTES
<br />TO THE BEST OF THE ENGINEERS THIS DRAWING AND DESIGN IS VALID
<br />KNOWLEDGE AND BELIEF, THESE STRUCTURAL FOR 12 MONTH AFTER THE DATE IT IS
<br />PLANS & SPECIFICATIONS COMPLY WITH SIGNED AND SEALED,
<br />` THE FLORIDA BUILDING CODE RESIDENCIAL SIGNED AND SEALED FOR THE
<br />2014 5TH EDITION FOR 139 MPH WIND, STRUCTURAL PORTION OF THIS
<br />3 SEC. GUST EXPOSURE B, IMPORTANCE DRAWING ONLY.
<br />FACTOR = I, ENCLOSED. BUILDING CATEGORY 11.
<br />ALL TECH STRUCTURAL ENGINEERING, INC.
<br />A FOUNDATION SURVEY SHALL BE ENGINEER
<br />PERFORMEND AND A COPY OF THE KELLY E . LYONS P. E.
<br />SURVEY SHALL BE ON THE SITE FOR 2121 BEARS AVE.
<br />THE BUILDING INSPECTOR ' S USE OR, TAMPA, FLORIDA 33618
<br />ALL PROPERTY MARKERS SHALL BE PHONE: ( 813) 969 - 2099
<br />SPOSED AND A STRING STRETCHED P.E. # 56191
<br />FROM MARKER TO MARKER TO VERIFY BL # EB9333
<br />*{ REQUIRED SETBACKS.
<br />i
<br />PRIOR TO START CONSTRUCTION
<br />G. C. SHALL VERIFY W/ TRUSS MANUFACT
<br />AND STRUCTURAL ENGINEER 84.0
<br />THE LOCATION OF ALL INTERIOR
<br />LOAD BEARING WALLS TO
<br />ADJUST SLAB AS NECESSARY.
<br />t (' ALL PLUMBING, ELECTRICAL, AND
<br />MECHANICAL ROUGH- INS MUST BE
<br />COMPLETED, INSPECTED AND APRROVED 83.9+
<br />BEFORE REQUESTING THE FRAMING
<br />INSPECTIONS.
<br />r VERIFY ALL DIMENSIONS AT JOB SITE
<br />BEFORE STARTING CONSTRUCTION
<br />IN ORDER TO AVOID PROBLEMS DURING + 84.1 ODD r�
<br />(, CONSTRUCTION. O
<br />I
<br />SEE SHEET S I FOR
<br />TERMITE
<br />G�P���� , ; 82.s�'�� �� 10if & 12"O 2.9 ��, ''�'�' o� �, o ��
<br />pQ� 4G 9» & 16" 9� 'boy \, �\ �W
<br />0
<br />P��P G° POOR CONDITION < J- ���o�p a o"
<br />10" & 15"0 o i of 82.3Cy
<br />12" �O
<br />82.9 ° �P`� , 82.9 81.89
<br />g
<br />1h 82.8 �
<br />��`•� +SPLIT 8 & 9" p0, 6� 82.30_10. ,
<br />83.5 �Q0 O� 0 12
<br />61 12" & 30" h\
<br />83.3 O•::
<br />83.5 / � 83.1 3.3 82.7
<br />�.
<br />� 82.0
<br />83
<br />83.3
<br />82.1
<br />' \ Y
<br />83.4 ��/Ib 82.65
<br />83.1
<br />83.4 NY � 82.0
<br />PROPOSED LANAI \'0 83.4
<br />/ F.F.E. AT 85.17 141P `\ ` 0 10
<br />O
<br />83 2
<br />GRAD OPE 82.89
<br />+ 83.6s �� + 10 82.0
<br />83.4
<br />84.0 / fd //,� - 83.45
<br />PROPOSED GARAGE ��%
<br />F.F.E. AT 85.17 I �1� /,/ 83.9 1 21) IQ
<br />84 8 1 /', C/', �� 83.5 83.08
<br />+ 83.23
<br />T DBL. S.H.-2860 DBL. S.H.-2860 P.E.94.07
<br />HD. AT T-4' HD. AT 7'-4'
<br />EGRESS WINDOW EGRESS WINDOW
<br />■ ■ ■ ■ ■ ■ ■■ ■■
<br />■
<br />ROD & SHELF
<br />LL r---------
<br />ELEVATION
<br />= I HIS W.I.C. oo ATss.17
<br />■ 15'-4" X 6'-4- m o
<br />.a i ------------- -- i LANAI
<br />I 0
<br />----------
<br />o l CARPETN m I r- I 9'-4" X 18'-4"
<br />jr- L______-__ I I I I
<br />N I I I I 9'-8" FLAT CLG.
<br />a I I I I
<br />r�z_J.y ■
<br />x ir "` I I I I S.H.•-35
<br />cli vi cn w �- OPT. S.H. 36
<br />z a 2' 1' 8' 1' 2'
<br />a f HD. AT 7'-4'
<br />a_ X W 0 HOWER MASTER BEDROOM m
<br />`n O~~= 1 I I I EGRESS WINDOW
<br />■ 3'-0° X 6'-0" I I 14'-0" X 15'-4" I I
<br />9'-4" FLAT CLG. ( I ■ ■ ■ ■ ■ ■ ...........................................
<br />I I OPT. TRAY CLG. I I 6068 FRENCH DOOR
<br />O ° MR. BATH I I 8" EACH STEP I I HD. AT 6'-8"
<br />AV. 6'-0" X 12'-0" CARPET
<br />TILE o 1 L--_-_.--_-_-_ J 1
<br />o I - I o
<br />o 0 L_-----_-___�c--_J
<br />1, OPEN SHELVES 13'
<br />LAV. 00Cn
<br />I
<br />F-
<br />10 Q ELEVATION i-i 2668 N
<br />!2 w -1 ■ AT 85.50 BIFOLD DOOR
<br />W ---,�
<br />c_v ai N w F-- 2468 DOOR
<br />a W o W C ROD aSHELF GREAT ROOM _
<br />vi o F- F x u I HER W.I.C. 1 17'-4" X 19'-0"
<br />■ CLOSET --
<br />W-10" X 7'-4" I 10'-0" COFFER CLG,
<br />CARPET I OPT VAULED CLG
<br />82.1 B6
<br />:
<br />BIFOLD DOOR t----------- TILE
<br />ROD & SHELF
<br />82.41 BEDROOM 2 I' ETS
<br />TREE LEGEND
<br />o = OAK
<br />= CAMPHOR
<br />o = PALM
<br />❑ = CHINABERRY
<br />= CHERRY
<br />+ 83.6 LEGEND
<br />// 0 8„ �� F. = Found
<br />PROPOSED HOUSE // �Q . 82 2 S. = Set
<br />F.E. AT 85.50 / '\ I.P. = Iron Pipe
<br />83.8 P�. + 83.68 I.R. = Iron Rod
<br />q� �� C. M. = Concrete Monument
<br />C. = Cap
<br />84.7 , 84.1 : �� /' `> ,' S<a� 8 �� N. & D. = Nail & disk
<br />P.K.N. = P.K. Nail
<br /><�' 83.7 ��� R.R.S. = Railroad Spike
<br />O p' /
<br />83.30 (P = Plat Dimension
<br />Gp� L� /� 5y/ �\ // G� F _ Field Measurement
<br />�\ // 82.3 D _ Deed Information
<br />5.36 F o„ Fj�� I R Radial Line
<br />g
<br />86.04 9 \ 6� Ja 24" �Q o\'� \-•
<br />85.51 \ \ 84.5 ° 10,P
<br />13
<br />�°
<br />86 12 G� \O• SWALE FLOW
<br />VGQ
<br />° 85.540
<br />85. 84.65
<br />0
<br />NOTE:
<br />VERIFY WICH ELEVATION
<br />IS TO BE CONSTRUCTED
<br />AND ADJUST FOUNDATION
<br />AS NECESSARY PRIOR
<br />�O II TO ANY CONSTRUCTION.
<br />83.9
<br />82.5
<br />Q, 86.24 GHQ �� 85.02
<br />SITE PLAN +
<br />� SCALE: 1" = 10'
<br />FINISH GRADE:
<br />EXISTING FINISH GRADE TO REMAIN
<br />UNDISTURBED.
<br />NO NEW FILL OUTSIDE THE FOUNDATION
<br />LIMITS WILL BE PLACED.
<br />83.9 �oQ 2" 7 26"
<br />10"
<br />84.0 83.51
<br />.+ 84.61
<br />/ + 84.09
<br />83.79
<br />+84.33����QQ,1�'
<br />wo
<br />I
<br />I
<br />I
<br />uJI J1�
<br />LOT 13;
<br />BLOCK 116 W 10'
<br />EL
<br />I
<br />01
<br />FINISHED GRADE I
<br />E.E 837Ot6.I
<br />DESCRIPTION: (O.R. BOOK 1900, PAGE 0979)
<br />LOTS 11 AND 12, BLOCK 116, CITY OF ZEPHYRHILLS,
<br />AS THE SAME ARE NUMBERED, DESCRIBED AND SHOWN
<br />ON THE MAP OR PLAT THEREOF RECORDED IN PLAT
<br />BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO
<br />COUNTY, FLORIDA.
<br />P.E. 83.95
<br />I I
<br />I 3,.
<br />I
<br />I
<br />I '
<br />M
<br />BOUNDARY SURVEY
<br />MERIDIAN BASED ON THE NORTHERLY
<br />RIGHT OF WAY LINE OF 7 TH AVENUE
<br />AS BEARING N 45-00-00-E (ASSUMED).
<br />I&
<br />= Utility Pale
<br />Q
<br />= Fire Hydrant
<br />Ig
<br />= Water Meter
<br />P.O.B.
<br />= Point of Beginning
<br />TBM
<br />= Temporary Bench Mark
<br />E.P.
<br />= Edge of Pavement
<br />O.H.W.
<br />= Overhead Wire
<br />P.C.P.
<br />= Permanent Control Point
<br />CLF
<br />= Chain Link Fence
<br />CMP
<br />= Corrugated Metal Pipe
<br />+ 00'00
<br />= Existing Elevation
<br />NOTES:
<br />1. Copeland & Sons, Inc. and or certifying surveyor accept no
<br />responsibility for right of way, easement restrictions or other
<br />matters effecting title to land surveyed other than those recited
<br />in current deed and or instruments of record furnished by client
<br />and or their agents.
<br />2. Underground Encroachments, if any, NOT located.
<br />3. Elevations based on Mean Sea Level (N.A.V.D., 1988) and refer
<br />NGS Data Benchmark PID AL6442 Elevation = 89.41'.
<br />4. Unless it bears the signature and original raised seal of a
<br />Florida Licensed Surveyor and Mapper this drawing, sketch, plat
<br />or map is for informational purposes only and is not valid.
<br />5. Occupation other than shown not measured.
<br />(FOR INFORMATIONAL PURPOSES ONLY)
<br />Subject property shown hereon appears to be located on the Federal
<br />Insurance Administration Flood Hazard Boundary Map. Map No. 12101 CO456F,
<br />Community No. 120235, Panel No. 0456F, Effective Date 9/26/14,
<br />and found the subject property is in Zone "X". The Surveyor makes
<br />no guarantee as to the accuracy of the above information, The local F.E.M.A.
<br />agent should be contacted for verification.
<br />GARAGE
<br />LOT 12
<br />BLOCK 116
<br />20 I
<br />I
<br />ELEVATION I
<br />AT 85.17
<br />I
<br />I
<br />■
<br />10 -0 X 13 -0
<br />9'-4" FLAT CLG..
<br />o
<br />CARPET
<br />................ ...........................................
<br />:
<br />ZLAUNDRY
<br />..............................
<br />■
<br />5'-6" X 7'-4"
<br />N F- En
<br />aw
<br />2868 DOOR TILE
<br />�
<br />U i
<br />�' = W
<br />o
<br />■
<br />p:'
<br />b0
<br />..................................................................................................................................
<br />2b
<br />I I
<br />fl
<br />I I CLG. RIDGE LOCATION
<br />cn
<br />o
<br />I I- IF OPTIONAL VAULTED CLG
<br />C- r
<br />�t !,
<br />■
<br />.
<br />,C, LA
<br />LINEN
<br />HALL
<br />I I IS CHOSEN BY BUILDER
<br />IN -LIE OF COFFER CLG,
<br />■
<br />� v o
<br />_
<br />N `n z LU a
<br />TUB
<br />BATH
<br />$
<br />a
<br />vi o F LU _
<br />" 5'-O" X 10'-2
<br />0
<br />■
<br />TILE
<br />N
<br />ISLAND
<br />INING ROO
<br />OO2.5 / 12 PI ICH =r 2.5 / 12 PITCH
<br />O O D.W. OPTIONAL
<br />10'-0" X 12'-4"
<br />-4" FLAT CL .
<br />OPTIONAL
<br />T. VAULED C
<br />2668
<br />DOOR
<br />oO
<br />TILE
<br />: KITCHEN
<br />U): 11'-4" X 12'-4" ELEVATION
<br />m: 9'-4" FLAT CLG. = AT 85.50
<br />■
<br />BEDROOM I
<br />I
<br />U OPT. VAULTED CLG.:
<br />3
<br />0
<br />■
<br />10'-0" X II'-6"
<br />9'-4" FLAT CLG.
<br />o
<br />I
<br />1 J
<br />1.-1=
<br />w: TILE
<br />o
<br />-
<br />z
<br />CARPET
<br />o
<br />LU `�
<br />C/)
<br />REF.: PANTRY
<br />r-W No �I a°
<br />A �1 I'DEEP CASINETS
<br />o m I I w CLOSET
<br />Cn
<br />�=W I lo- - - - - - - - - - - - -
<br />■ I I o I" ■
<br />A/C w I
<br />o I �O
<br />_J 1 DBL 2668
<br />v 1 -N M --- BIFOLD DOOR
<br />-- ■ - - -- - - - - � -TI - - - - - - -
<br />FOYER
<br />0 5'-8" X 10'-4" ■
<br />OL ELEVATION 0, 9'-4" FLAT CLG. I 1 OFFICE/DEN/BEDROOM
<br />AT 85.17 ATTIC ACCESS N OPT. 10'-4" FLAT CLG. I I I I 10'-8" X 12 4„
<br />I I 9'-4" FLAT CLG.
<br />I I TILE04
<br />■
<br />->�- 3' MIN. -
<br />No 1
<br />■ ■■ ■ ■
<br />Lu
<br />d o TWO CAR GARAGE 3080 ENTRY DOOR ■ ■ ■ ■
<br />X: __119'-4" X 20'-0" ADJUST HEADER S.H.-36
<br />9'-8" FLAT CLG. OPT. S.H. 35
<br />HD. AT 8'-0'
<br />GARAGE DOOR IN OPEN POSITION ELEVATION OPT. HD. AT 7'-4'
<br />■ r-------------------------------� ■ JW AT 85.17 EGRESS WINDOW
<br />-j
<br />E.E. 83.70 01
<br />P.E. 9437-
<br />PORCH
<br />M
<br />X 7'-4" ■ l*Ev1EM
<br />I � ■ I{'-4-4"" FLOOR PLAw FLAT CLG. � DA1,E
<br />I I E " = 1'-0" CITY OF ZEPH (� �
<br />■ i ■ SCALE: 1/4 PLAN EXAMINE H. a�
<br />H Z
<br />I
<br />�, �, ®■ ® WALL LEGEND Q tj M
<br />AL ? ch 00
<br />P L /r K SMARM CAMP `a
<br />■ ■ 8' MASOhf 18A L iY yl/ITH N
<br />s : N !$jiil Ca V� `0
<br />DRIVEWAY NA' ELEC,
<br />2 X 4 FF"� 1q� ► ��
<br />A
<br />OINANC SC� n 00 A
<br />® 2 X 6 FRAMED WALL (NON BEARING)
<br />U 2 X 4 FRAMED WALL (NON BEARING)
<br />LOT II
<br />BLOCK 116
<br />19'-8' -
<br />FINISHED FLOOR
<br />OFFICE/DEN/BEDROOM
<br />if
<br />BUILDING SECTION A - A
<br />I �
<br />SCALE: 1/4" =1'-0" i I ICI -
<br />10'
<br />GRADE SLOPE
<br />I
<br />I
<br />I
<br />wl
<br />zl
<br />�I
<br />r
<br />I
<br />0-' 60' RIGHT
<br />�; OF WAY
<br />i
<br />T"
<br />I
<br />I
<br />I
<br />LOT SQUARE FOOTAGE ANALYSIS
<br />AREA IN CONSIDERATION
<br />SgFt
<br />LOT AREA
<br />8400.0
<br />HOUSE FOOTPRINT
<br />2425.0
<br />WALKWAY, STAIRS 8, A/C PAD
<br />80.0
<br />PAVERS DRIVEWAY
<br />450.0
<br />IMPERVIOUS AREA
<br />2955.0(35.18 0/")
<br />GREEN AREA
<br />5 445.0 (64.82 0/")
<br />e
<br />0
<br />SHEET
<br />1 of s A#
<br />SITE PLANS
<br />ARCH. PLAN .
<br />
|