258 PINE ST - SHED DWGS J
_ NTIAL COVER SHEET
CITY OF ATLANTIC BEACH RESID
STRUCTURAL ENGINEERING SHED 1.0 GENERAL NOTES
A. It is the Intent of the Engineer of Record that his work be in conformance with all requirements of the thorities having jurisdiction over this type of construction Z
and occupancy. All contractors are responsible for the means and methods of constructing and shall do theoi� work in conformance with all applicable codes and 0
regulations. F=
The contractor shall verify all conditions arid dimensions at the job site prior to commencing work, CL
C. Contractor shall supply, locate, and build Into the work all Inserts, anchors, angles, plates, opsnings, sleeves, hangers, slab depressions, and pitches as maybe required
to attach and accommodate other work.
Ld
0. These documents, as Instruments of service, are the property of the Engineer of Record and may not be used or reproduced without expressed written consent by the
Engineer of Record.
DESIGN SPEC11FICATIONS STRUCTURE HEIGHT NO. OF STORIES C. All details shall be in accordance with Instructions from manufacturer or designer.
F. The owner shall provide Contractor with a soil Investigation report and analysis. All requirements for site Ireparation and soil compaction specified In the soil report
DESIGN CODES: shall be followed unless additional more stringent requiromeats are specified. Notify Engineer of Record If foundation conditions encountered differ from soil exploration W
Information made available to the contractor.
2014 FLORIDA BUILDING CODE (FBC) - RESIDENTIAL, ASCE 7-10, 2014 MAXIMUM HEIGHT OF STRUCTURE (FT) 12 0. It is the contractor's sole responsibility to determine erection procedure and sequence to ensure the safety of the building and its component parts during erection.
NDS, ACI, ATIC, AWPA, APA, ICC 600-08 H. Contractors shall be responsible for all temporary bracing that is required during construction to keep structure safe and plumb until the entireL structure is in place.
NUMBER OF STORIES 1 Bracing shown on structural plans Is for completed structure only.
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) 1. Design Is void after one year from original date.
4. Do not scale. Use dimensions from architectural plan, (D.
K. Submittals for this project are reviewed only for general conformance with the design concept and generaf, compliance with the Information given in the Contract
DESIGN LOAD$: 98
Documents. It shcll hot Include review of quantities, dimensions, weights or gouges, fabrication processes, co�structlon methods, coordination of the work with other X I M
trades, or construction safety precautions, all of which are the sole responsibility of the Contractor. Review of a specific Item shall not Indicate acceptance of an LWU �w 8rx
ROOF IRUSS assembly of which the item is a component. The Engineer shall not be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. Z 0 0
LL 20 PSF TOP CHORD (5 1� E
2.0 MATERIAL SPECIFICATIONS Z - P
LU M L�u
LL 0 PSF BOTTOM CHORD TYPE OF CONSTRUCTION CASf-IN-PLACE CONCRETE: shall hove a minimum design compressive strength (f'c) of 2500 psi at 20 days �niesa noted otherwise. All footings shall have a minimum LU
design compressive strength of 2500 psi at 28 days. All concrete operations. Including but not limited to mix design, mixing, transporting, placing. reinforcing detailing
DL 7 PSr TOP CHORD TYPE V--B and placing, curing, and testing shall be done In accordance with the requirements and application of ACI 301-05, " Spe6ificotions for Structural Concrete for Buildings".
DL 10 PSF BOTTOM CHORD CONCRETE MASONRY UNITS: shall be hollow unit masonry In accordance with ASTM C 90-08 "Hollow Load-Be�ring Concrete Masonry Units" and shall have a minimum net n <
M U.
area compressive strength of 2000 pat when using Type M or S mortar (ASTM C 270-08). In accordance with ACI 530-08 "Building Code 'Requirements and Specification U. 0
UNPROWCTED I
ROOF CONVEHTIONAL FRAMING: for Masonry Structures", the 2000 psi block in combination with Type M or S mortar provides a design compressive strength (fm) of 1500 pal,
n
LL 20 PSF RAFTERS GROUT: shall be in accordance with ASTM C 476-08 and shall hove a maximum coarse aggregate size of 3/8" placed at-on 8" to 11" slump and have a minimum _J
LL 20 PSF CEILING JOISTS UNSPRII, KLERED specified compressive strength of 2500 psi at 28 days when tested In accordance with ASTM C 1019-09.
REINFORCING STEEL: Shall be in accordance with ASTM A615-08 minimum Grade 40, and conforming to ACI 301-05, ACI 315 ("Morwal of Concrete Practice"), ACI 318-08
D,L 10 PSF RAFTERS ("Building Code Requirements for Structural Concrete"), and CRSI Manual of Standard Practice, 2009.
Q'L 10 PSF CEILING JOISTS STRUCTURAL STEEL: ASTM A36-08 and conform to AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for 801dings".
STRUCTURAL PIPE AND STRUCTURAL TUBING: shall be ASTM A500-07 (Grade B).
DJ_ 30 PSF ATTICS WITH STORAGE WELDED WIRE FABRIC (WWF): shall be ASTM A185-07.
ANCHOR SOLT$ AND THREADED RODS: shall be in accordance with ASTM A 307-07 or ASTM F 1554-07 Grade-36.
t&33)V/;A'*
DL 10 PSF ATTICS W/O STORAGE WASHERS: shall be In accordance with ASTM F 436-09 Grade 36. .........
NUTS: shall be In accordance with ASTM A 563 Grade A Hex. Q
FLOORS ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTAI.LATON ONLY): �Zo
LL 40 PSF TOP CHORD Simpson Strong-Tie Co., Product: Epoxy-Tie SET _J 'A0, Top
6 to lid
LL 0 PSF BOTTOM CHORD Simpson Strong-Tie Co., Product: Acryllc-Tle AT
METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 153-05), Z-MAX, or stainless steel.
6*400
DL 10 PSF TOP CHORD 2.23 WOOD Ir
DL 5 PSF BOTTOM CHORD A. All wood members exposed to weather or In contact with masonry, concrete, or soil shall be pressure-treated. . ........
B. All framing anchors and connectors shall be Simpson or equal.
FLOOD ZONE: X C. All prefabrioatedl structural trusses shall be certified by the truss manufacturer's registered engineer.
2.2324 FASTENINGS
All framing anchors and connectors shall be manufactured by Simpson or equal unless otherwise noted, All metal connections and fabrications shall comply with AISC
specifications.
Nail fasteners shalt be common mails UNO.
2.2307.1 SILLS ON CONCRETE
Where sills. on concrete are used, typical anchor bolts sholl have a minimum diameter of 1/2" w/ 2x2x3/16 minimum washer and a minimum embedment of 7" In concrete,
Anchor bolts are required at the following locations:
A nninlrnurn� of (1) anchor bolt shall be provided within (5 to 12 Inches of each end of each plate and a minimum of (2) anchor bolts per plate.
Anchor bolts shall be located within 12" of corners and openings & at maximum spacings of 48" oc.
2.2307.6 SUBFLOORS
WIND ZONE INFORMA-TION COMPONENTS & CLADDING PRESSURES Mere subfloorlhg is Indicated In, these plans use 3/4" T&G plywood glued with a construction adhesive and fastened per FBC - Residential Chapter 5,
3.0 CONSTRUCTION SPECIFICATIONS Ld
118 'FOOTINGS AND FOUNDA11ONS
A. Footings arid Foundations shall be In accordance with FBC - Residential Chaptsr 4. This design has been 'Completed In accordance with pertinent standards and
accepted engineering design procedures, and Is based on the best available information at the time of compla*, n, The design is Intended to m1ninnize differential
NOTE: THIS STRUCTURE HAS BEEN DXSIGNED IN ACCORDANCE WITH, movement resulting from the heaving of exponsive soils or settling of subsurface soils, It must be rec6gnl�eq�that foundation components will undergo movement. Any
ANDIMEETS THE REQUIREMENTS OF —SECTION 1609 OF THE 2014 subsequent owners shall be appraised of the soll condition and advised to maintain good practlCes-in the future with regard to surface and subsurface drainage, framing _J
EDITION OF THE FLORIDA BUILDING CODE of partitions above floor slobs, finish work above floor slabs, etc. <
WIND �ONE INFORMATION FBC 2014 B. Footings shall bear upon Undisturbed soil or upon soil compacted to a minimum of 95% of Modified Proct�r Maximum Dry Density for a depth of at least (2) feet cr_
0
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION below footing. 11 1 LIJ
COMPONENTS & CLADDING PRSSURES C. Fill under concrete slobs shall be clean, free of debris and other deleterious materials. Fill shall be compacted to a minimum of 95% of Modified Proctor Maximum z
Dry Density (ASTM D1557-07). LLJ
(PSF) D. Fill shall be treated with termite protection before slab Is placed or Sprats applied to wood framing above slob. 0 Z
Sl ZE INTERIOR ZONES1 END ZONES E, A concrete slab-oh-grode used In conjunction with the exterior sternwall foundation, shall have minimum 6x6 W1.4xW1.4 welded wire fabric (WWF) or fiber reinforcement rl)
• BUILDING: ENCLOSED STRUCTURE + + in the slab and the slab shall be keyed Into or tied Into the foundation. 46
F. The top of a monolithic slob-on-grade shall be at least 8 Inches above finished grade. The slab shall hove minimum 6x6 W1.4xW1.4 WWF at mid-height or synthetic
TERIO
0-20 if N177.4 19.0 17.4 22.8 fiber reinforcement. A double layer of WWF 3 feet wide shall be provided around the perimeter of the slab for no synthetic fiber reinforcement. M
• ULTIMATE DESIGN WIND SPEED (MPH Vult) 130 16 3 G, Vapor barrier shall consist of minimum 6 mil. polyethyene. LLJ Z
21-50 �-f 16.4 A17,9 16.3 20.6 1 H. Where subsurface Soil condition Information is not available, foundations have been designed for a 2000 pef soll bearing capacity, Contractor shall report any differing I
• NOMINAL DESIGN WIND SPEED (MPH Vosd) 101 51-1 00�,f 15.5 17.0 15.5 19,0 conditions to the Engineer of Record prior to commencing work.
119 CONCRETE
1 15 UJ
> 100 af 13.6 1511 13.6 15.1 A, Concrete and Steel Reinforcement shall be In accordance with FBC-Building Chapter 19. 0
• BUILDING RISK CATEGORY 11 Minimum concrete cover Shall be as follows: ry <
Concrete cost against and permanently exposed to earth 3" LI_j
• WIND EXPOSURE CATEGORY B Concrete exposed to earth or weather: #6 - #18 bars 2", #5 bars or smaller 11/2" >
DIMENSIO� OF END ZONE IN rT, 4.0 Concrete not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2" 0 0
J
• INTERNAL PRESSURE COEFFICIENT GCPi 0.18 END ZON7_ IS LOCATED AT BUILDING CORNERS B. All continuous reinforcing steel In beams, columns, and footings shall be lopped a minimum of 36 bar diametem or 25", whichever Is greater. 0 LL
C. Horizontal beam avid footing bars shall be bent 25" around corners or corner bars with a minimum 25" top (UNO).
121 MASONRY I
1. Masonry construction sholl be in occordonce with FBO-Building Chapter 21 and In accordance with the Specifications for Masonry Structures ACI 530.1-0& ACI limits
the grout Ilft height to 12 it and requires a 1-hour Initial set time between lifts.
2, For masonry construction, Provide pre-post concrete lintels over all openings (UNO). Lintels shall be of sufficient size and reinforcement for the given span loading
conditions.
3.2308 VERTICAL FRAMING WOOD
Use 2x studs for all exterior and interior walls U.N.O. In these plcns. Space studs 0 16" o.c. at all exterior, Interior bearing walls, Interior shear walls, and 0 16'� o.c. at <
all Interior non-beorin Walls. -7
Use SPF #2 (or better� top plates and PT SPF #2 (or better) sill plates.
Wall sheathing shall be min 7/16" APA rated sheathing.
3.2308.2-2.1 INTERIOR SHEARWALL SHEATHING Ld 0
GENERAL: U _J
EDGE NAILING is required at the bottom and side edges of the sheathing. I
RATED SHEATHING:
\Where interior shearwall Indicated, underlay with 7/16" Rated Sheathing fastened with 8d nails. Unless noted as above, space nails 0 6" o.c. edges, and 12" o.c.
Intermediate.
LLJ
C)
3.2319 ROOF AND CEILING FRAMING Ld
1. Roof and Ceiling Framing shall be Im, accordance with F13C - Residential Chapter 8. Prefabricated structural trusses shall comply with NFPA National Design Ld <
Specifications for Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and:NX All Prefabricated wood trusses shall be fastened to
their supporting walls or beams with hurricane ties or anchors.
2. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at end reactions of all girder trusses, M
3. The contractor sholl opprove fabrication and installation drawings showing size, shape. and layout.
3.2322 ROOF SHEATHING <
Use 7/16" (specific grovity>0.49 (Douglas-Fir, Southern Pine)) Rated Structurof Sheathing (or 4-ply 15/32"'CDX Tile Roofs) with fastening schedule as follows: Z
Use 8d ringshank nails 0 6h o.c. edges and 12" o.c. field Interior zone; uno. 0 CL 77
Use 8d ringshank nails 0 6" o.c. edges and 6" o,c. field perimeter zone within 4 feet of roof edges either side roof peak;
Use 8d ringshank nails 0 4" o.c. edges and 4" o.c. field at gable ends, <
__1 00 __J
3.2313.4 GABLE ENDWALLS < L0
Provide platform framing in attic or balloon frame wall studs at all gable ends. 0 N <
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DESIGNtU WT
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REVIEWED FOR CODE COMPLIANCE 150715
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDMONAL
REQUIREMENTS AND CONDITIONS S1
RMEWED SY.6 J22A.. . DAM-_Z:2y-/S_ MON"
6x6 SYP2 PT
2x8 SYP2 RIDGE (2) 2x8 SYP POST W/
BOARD 52 ABU66 TYP z
0
FF-2x6 SYP2 24 S 2 CL
RAFTERS 0 RAFTERS 0 - - - - - - 7 BEAM TO FRAMING
24" o/c 24" a/c QA W/ LU28 TYP
I I� U)
1/2" THREADED L0
2x6 SYP2 5 2
RAFTERS 0 52 ROD$ AS SHOWN
x
24" o/c I BEAM TO POST
W/ (2) MSTA24
52
I 'I I I
�f for refere e only
r
(2) MSTA24 STRAPS O"'� 51a� elevation
PER BEAM 12 2 H. I I
BEAM PER PLAN 5
52
(2) 2x6 1/1
..................
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YP2 00
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2x6 2 lO'x2O'x2O" x
S Fr CONIC C4
RAFTERS 0
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24' a/c YP
WAY T 00 - 0
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00 LLJ ui
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(2) 2x8 SYP2 (2) 2x8 SYP2
C14
L 2x8 SYP2 HIP ca <
AM BEARING MIN 1 LL
1.5" 0 ENDS U) <1 LL 0
52
ROOF FRAMING PLAN FOUNDATION PLAN STRUCTURAL PLAN
)/4 1 0 )/4 1 0 )/4 1 0
�%%%t 103AII
1011 PER PLAN .... ....
CO
ROOF FR6MING PLAN INDIES FOUNDATION PLAN NOTES: STRUCTURAL PLAN NOTES; :*. -110
*iu 0,11 0
THREADED ROD UPLIFT SYSTEM
1. ROOF RAFTERS 2x6 SYP2 0 24" a/c. 1x6 SYP2 COLLAR TIES 0 1. REFER TO FLOOR PLAN FOR ANY J)
ABU PER PLAN 24" a/c, ATTACH COLLAR TIES TO RAFTERS W/ (4) 16d NAILS EA ADDITIONAL WALL LOCATIONS AND DIMENSIONS. 1. USE 1/2" DIA THREADED ROD & COUPLER & 18' ROD EPDXIED 7"
ANCHOR EMBED/EPDXIED END.
W/ $ET-XP 7" MIN 2. 4" CONCRETE SLAB W1 6x6 W1.401.4 MINIMUM. THREADED ROD SHALL BE A36 STEEL W/ MINIMUM 2x2x)j"
2. ROOF RAFTER CONNECTION: WWM OR FlBtRMESH OVER 6 MIL VAPOR WASHER & NUT AT TOP PLATE. THREADED RODS $HAUL BE .....
BARRIER OVER COMPACTED FILL - TERMITE INSTALLED AT THE FOLLOWING LOCATIONS:
a. ALL RAFTERS TO PLATE/BEAM W1 (2) H2.5A CLIP. TREATED. A. 8" ADJACENT TO EACH CORNER %
3. 2x4 SYP3 PURLINS 0 24" a/c. PURLINS, TO RAFTERS W/ (2) 3" B. 12" EACH SIDE OF WALL OPENINGS
SCREWS EA RAFTER. 3. 1/2" x 10" ANCHOR BOLT w/ 2x2x3/16" C. 48" IN FIELD BEARING WALLS THROUGHOUT
15/32" APA RATED PLATE WASHERS AT THE FOLLOWING
SHEATHING OR PK�S 2x6 SYP#2 RAFTERS LOCATIONS: 2. SHEARWALLS. ALL EXTERIOR WALLS ARE SHEARWALLS. USE APA
2 11 R5 A. 8" ADJACENT TO EACH CORNER
xr' 5
,�P'2 RAFTF
0 24 a/c RATED 346" MINIMUM STRUCTURAL PANELS INSTALLED W1 8d NAILS 0
(12) 16d COMMON ABU44-66 TO POST B. 12" EACH SIDE OF WALL OPENING THE FOLLOWING:
(18) 16d COMMON ABU88 TO POST C. 4'-0" a/c EXTERIOR BEARING WALLS SW : 4" a/c EDGES & 6" a/c FIELD
4. CONTRACTOR TO NOTIFY ENGINEER OF 3. SHEARWALL HOLD-DOWNS
\_1x6 COLLAR TIES 0 241, RECORD IMMEDIATELY IN WRITING IF a. SHEARWALL CORNERS. 1/2" THREADED RODS.
0) DISCREPANCIES FOUND BETWEEN FIELD
a�c
/c W/ (4) 16d NAILS CONDITIONS AND ENGINEERING PLAN, 4. PORCH BEAMS TO POST W/ (2) MSTA24 STRAPS (UNO).
PORCH BEAM @ POST DEIA—IL EACH END
CONVENTIONAL FRAMING DETAIL
Sw#
APA OR TECO RATED SHEATHING FASTENED _4" CONCRfTE 5LA5 W/GxG
TO FRAMING PER SHEARWALL TABLE W 1 ,4xW 1 .4 WWM OP z
z
THREADED ROD PER (BLOCK ALL PANEL EDGES) -411 CONCRffTE SLA13 W/GxG F151!plm�sh
STRUCTURAL PLAN W 1 ,4xW 1 ,4 WWM OF <
F151�RlvlffSh __j
77
SHE6RWALL ATTACHMENT DO
HEADER SIZE PER STRUCTURAL PLAN _VAPOR 5APRIEP _j
8d COMMON NAILS 8" IN z
0. < 0
(4) 10d AT KING STUD TO SW 4" a/c EDGES & 6" a/c FIELD, (1) #4 CONT ry 0
SW2: 3" a/c EDGES & 6" a/c FIELD,
HEADER EA END AND EACH PLY LLJ
0
12" M VAPOP 5ARP[ffR
TOP PLAIE SPLICE
0 <
*A ,
KING STUDS PER PLAN SW1 & SW2 SHEARWALLS REQUIRE MIN 48" OVERLAPS
ry
FASTEN ADJACENT KINGS W1 MIN (24) 0,131x3" NAILS 0 TOP PLATE SPLICES
AND JACK$ W/ (2) ROWS OR (2) MSTA24 W/ (9) 10d END, CENTERED ON EACH (2)#4 CONT fOR 12' _j
OF 10d 0 8" o.c. JACKS PER PLAN STUDS PER SPLICE b ED DOWN EDGE E00TING Cn LL_
TURN
PLAN
XT�RIQR MONOLITHIC fOOTING �,a2�SCALE: 3/4"= P-O"
CALE: 3/4"= 1 '-0"
<
ry
1/2" ANCHORS 0 LLJ 0
48" FOR OPENINGS \��1/2'�THREADED RODS _j
OVER 6'-0" _4"CONCIRETIff 5LAB W1 GxG
W 1 .4xW 1 .4 WWM OP Lj
TYPICAL WALL OPENING DETAIL ffiI3ff?mE5m Q Lj
THREADED RODS UPLIFT SYSTEM J[,L-
SHEARWALL FRAMING DETAIL Ld cr- <
ry LLJ
U) m
o' VAPOR 15ARRIEP
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(2)#4 CONT ffO? b=12"
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b 0 In Z
--j 00 1
r,3_��INTERIQR BEARING ffOOTING < Ln
0 N
�25CALE: 3/4"= 1 '-0"
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FILE COPY 150715
SHF.Er NO
S2
General Notes
LOT AREA CALCULATION5 - PRE DEVELOPMENT VERIFY ALL DIMEN51ON5 AND
TOTAL LOT AREA 5,0 l' I 5QUARE FEET CONDITIONS.
RE51DENCE 9G5 5QUARE FEET ALL DIMENSIONS APE MEASURED
GARAGE 245 5QUAPE FEET TO FACE Of BLOCK, FACE Off
A/C PAD 9 5QUARE FEET FRAMING MEM5EP,5 - UNLE55
CONIC. DRIVEWAY WALKWAY 272 5QUARE FEET
COVERED f PONT PORCH 4G 5QUARE FEET OTHERW15E NOTED.
M15C. CONCRETE PAD5 313 5QUAPE FEET
5HED 122 5QUAPE FEET ALL NEW PLUMBING FIXTURES,
TOTAL LOT COVERAGE 1 ,975 5QUARE FEET TILE, LIGHTING FIXTURES,
0/6 Off LOT COVERED 39.4%
CA51NETKY, APPLIANCES AND
f LOOK COVEKING5 TO BE
LOT AREA CALCULATION5 - P05T DEVELOPMENT SELECTED AND APPROVED BY
j
TOTAL LOT AREA 5,01 1 5QUAPE FEET OWNERS BASED ON
CONTRACTOR PROVIDED
-A EX15TING RE51DENCE 9G8 5QUARE FEET ALLOWANCES.
she I EX15TING GARAGE 245 5QUARE FEET
A/C PAD 5 5QUARE FEET HVAC SYSTEM REQUIREMENTS TO
CONIC. DRIVEWAY 17G 5QUAPE FEET J BE DETERMINED BY OTHERS.
N COVERED FRONT ENTRY 52 5QUAPE FEET
EW
NEW COVERED BACK PORCH 70 5QUARE FEET
STRUCTURAL SYSTEMS
NEW 1'PONT 5TONE WALKWAY@ 50% G I 5QUAPE FEET
REQUIREMENTS TO BE DE51GNED
M15C. CONC. 25 5QUARE FEET DETERMINED BY OTHEK5.
NEW 51DE YARD 5TONE WALKWAY @ 50% 149 5QUARE FEET
NEW 5HED 173 5QUAPE FEET
NOTES: 2nd story NEW CONIC. TRA5H AREA 18 5QUAPE FEET DE51GNER ASSUMES NO LIA131LITY
R.O.W. 15 to be fully 5odcle� and fully re5torel. wooden deck NEW 5HOWER PAD 9 5QUARE FEET FOR ERROR,5 OP, OMISSIONS IN
NEW GA5 FIRf PIT 17 5QUAPE FEET BUILDING PLANS. CONTRACTOR, TO
Poll off container cannot be placed on City P.O.W. NEW 13ACKYARD PLANTER 7G 5QUARE FEET VERIFY THAT SCOPE Of WORK
NEW HOT TUB 4G 5QUAPE FEET
Roll off container company inu5t be on City TOTAL LOT COVERAGE 2, 1 G I 5QUAPE FEET MEET5 ALL APPLICABLE CODES
approved list: Advanced Dippo5al, Realco, trash area % Of LOT COVERED 43. 1% PRJOR. TO COMMENCEMENT Off
51happelle'5, Waste Manacge ent. WORK.
EXI TING . ......
e installed and
Full erosion control measures must b
approved prior to bee3inninc.) any earth ch5turbinej TWO STORY
activities. Contact Public Works (247-5834) for
Erosion and 5ediment Cont^oI Inspection prior to FRAME 5ince impervious surface ad led 15 less
start of construction. #258 than 400 square feet, no On-51tC 5toracje
Construction vehicles may ark in the P.O.W. of the is reciuired for this parcel.
construction lot, Construction vehicles MAY NOT LOT 519 5ection 24-GG(lb) of the Land
park in the street or in the R.O,W. of other lots. Development Re�)ulations
1 00 shower pad
201 PCV15CJ draina,5je plan 07/ 1 1/15
-011
builchn6j rC5trictjon line
0. Revision/issue Date
Soo
General Conti,actor
fLA. DE51GN BUILD, INC.
F7 port-o-let
V\j 151 5AWGRA55 CORNER5
R.O.W. AL r 2 16 —
PONTE VEDRA BEACH f L
Z DRIVEZAY APRON
UNIT 1 15
0 from E.C.P. to property line: (904) 2 1 9-227G
*9 Must be 5" thick
*0 Minimum 4000 p5i filperme5h concrete t%fAX (904) 24G-(5240
00 No reinforcin,3 rods or metal allowed in
I'
R.O.W.
Firm Name and Addivas
A�PR&M�TE E.O.P. DE51GNED BY JOHN ROWAN
Vehicle Parkinoj Space 151 5AWGRA55 CORNER5
U
/ PINE STREET ( 50' RIGHT OF WAY) f NIT 101
7 - -— —- - - - F7
V\\1 PONTE VEDRA BEACH , 171-
Port-o-let (904) 759-7087
APPROXI[WATE E.O.P.
Pmject Name and Addmss
D 1:3 A GALLOWAY PROJECT
F.I.XNAGE PLAN (P 258 PINE 5T.
A
SCALE I 10' f TLANTIC BEACH , I'L
R.O.W. REV15ED 5TORAGE 5HED
i
DRAINAGE PLAN
Shek
r-PMj"t
2014-001 IS
Date 07/20/ 15 A— I
SCOW I ll= 101 Of 2 SHE
IM1111
0 PY
FILE Co"
General Notes
LOT AREA CALCULATION5 - PRE DEVELOPMENT VERIFY ALL DIMEN51ON5 AND
TOTAL LOT AREA 5,0 l' I 5QUARE FEET CONDITIONS.
RE51DENCE 9G5 5QUARE FEET ALL DIMENSIONS APE MEASURED
GARAGE 245 5QUAPE FEET
TO FACE Of BLOCK, FACE Off
NC PAD 9 5QUARE FEET FRAMING MEM5EP,5 - UNLE55
CONIC. DRIVEWAY AID WALKWAY 272 5QUARE FEET
COVERED f PONT PORCH 4G 5QUARE FEET OTHERW15E NOTED.
M15C. CONCRETE PAD5 3 13 5QUAPE FEET
5HED 122 5QUAPE FEET ALL NEW PLUMBING FIXTURES,
TOTAL LOT COVERAGE 1 ,975 5QUARE FEET TILE, LIGHTING FIXTURES,
0/6 Off LOT COVERED 39.4%
CA51NETRY, APPLIANCES AND
f LOOP, COVEKING5 TO BE
. . . . . . . . . . . .
LOT AREA CALCULATION5 - P05T DEVELOPMENT SELECTED AND APPROVED BY
TOTAL LOT AREA 5,01 1 5QUAPE FEET OWNERS BASED ON
CONTRACTOR PROVIDED
A EX15TING RE51DENCE 9G8 5QUARE FEET ALLOWANCES.
5hel EX15TING GARAGE 245 5QUARE FEET
2 A/C PAD 5 5QUARE FEET HVAC SYSTEM REQUIREMENTS TO
CONIC. DRIVEWAY 17G 5QUAPE FEET J BE DETERMINED BY OTHERS.
NEW COVERED FRONT ENTRY 52 5QUAPE FEET
NEW COVERED BACK PORCH 70 5QUARE FEET STRUCTURAL SYSTEMS
NEW 1'PONT 5TONE WALKWAY@ 50% G I 5QUAPE FEET
REQUIREMENTS TO BE DE51GNED
M15C. CONC. 25 5QUARE FEET
NEW 51DE YARD 5TONE WALKWAY @ 50% 149 5QUAPE FEET DETERMINED BY OTHERS.
NEW 5HED 173 5QUAPE FEET
NOTES: NEW CONIC. TRA5H AREA 18 5QUARE FEET DE51GNER ASSUMES NO LIA131LITY
y FOR ERRORS OR OMISSIONS IN
R.O.W. 15 to be fully 5odcle� and fully restored. NEW 5HOWEP PAD 9 5QUARE FEET
7 NEW GA5 FIRE PIT 17 5QUARE FEET BUILDING PLANS. CONTRACTOR, TO
Poll off container cannot be placed on City P.O.W. NEW 13ACKYARD PLANTER 7G 5QUARE FEET VERIFY THAT SCOPE Of WORK
NEW HOT TUB 4G 5QUAPE f`EffT MEET5 ALL APPLICABLE CODES
Roll off container company inu5t be on City TOTAL LOT COVERAGE 2, 1 G I 5QUARE FEET
approved list: Advanced Dispo5al, Realco, trash area % Of LOT COVERED 43. 1% PRJOR TO COMMENCEMENT Off
51happelle'5, Waste Mana4je ent. WORK.
EXISTING
Full erosion control measures must be installed and
approved prior to bcojinnine) any earth clh5turbinaj
activities. Contact Public Work5 (247-5834) for TWO STORY
Erosion and 5ediment Cont^oI Inspection prior to FRAME 5inre impervious surface adied 15 1655
start of construction. #258 than 400 square feet, no On-51tC 5toracje
Construction vehicles may ark in the P.O.W. of the is required for this parcel.
construction lot, Construction vehicles MAY NOT M DECK LOT 519 5ection 24-GG(lb) of the Land
park in the street or in the R.O,W. of other lots. Development Re�)ulations
show r pad
201-011 RCV15CJ draina�)e plan 07/ 1 1/15
builchn6j rC5trictjon line
0. Revision/issue Date
Soo
General Contractor
IFLA. DE51GN BUILD, INC.
F7 port-o-let
VN 151 5AWGRA55 CORNER5
R.0.W. r 7 M
I PONTE VEDRA BEACH , f L
DRIVEZAY APRON
UNIT 1 15
from E.O.P. to property line:
*9 Must be 5" thick (904) 2 1 9-227G
*0 Minimum 4000 p5i fiberme5h concrete 24G-824
t1iii4fAX (904) 0
00 No reinforcincj: rods or metal allowed in
R.O.W.
Firm Name crid Address
AP/PRO'XIMATE E.O.P. DE51GNED BY JOHN ROWAN
Vehicle Parkincj Space 151 5AWGRA55 CORNER5
U
/ PINE STREET ( 50' RIGHT OF WAY) f NIT 101
7 - -- -- - - - CL F7 PONTE VEDRA BEACH , I'L
V\\1
Port-o-let (904) 759-7087
APPROXIMATE E.O.P.
Project Name and Addmss
D 1:3 A GALLOWAY PROJECT
F.I.XNAGE PLAN 258 PINE 5T.
SCALE I 10' ATLANTIC BEACH , ffL
REV15ED 5TORAGE 5HED
R.O.W.
i
DRAINAGE PLAN
Sheet
2014-001 IS
Date 07/20/ 15 A- I
SCOW I H= 10' Of 2 SHE
FILE CUO"APY