345 6th St 2013 new home Angela
50.00 New Residence for
Sclilfanella
A 1-:�-
41 1- -3.
Mr . Mrs . David Ro ers
1352 Avondale Avenue
345 6th Street Jacksonville, Fl 3 2)2 0 5
REM YMD SETBACk Ph: 904 388 4043
Atlantic Beach , Florida
NOTE:
ALL PROPERTY MARKERS SHALL BE EXPOSED AND A MING
STRETCHED FROM MARKER TO MARKER TO VERIFY REOUIRED SETBACKS
7 r/ 7 7
01�-on
5
SYMBOL KEY
NEW CONSTRUCTION
SCREEN,
PORCH ,, DINING
ROOM NAME & NUMBER
1FO21
x
WINDOW MARK
5%L;�- rr, (D DOOR MARK
CONCRETE MASONRY UNIT
z
0
V)
V)
A/ FIREPLACE INSULATION
16
7-
W
ELEVATION MARK
MAIN kES' ID/ENCE/
z
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FLOOR SLAB APPROX.
6'-5 Ll F-
//1'-8" ABOVE ADJ GRADE,,, ,',,/ ' SECTION MARK
x W
FLOOD ZONE X
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> r
:2 = PO
MU 0
DETAIL MARK
U) 0
z Cr
0
AHU AIR HANDLING UNIT
X
F-
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HW. WATER HEATER
<
10 —0" UNO. UNLESS NOTED OTHERWISE
W
X 0
P.T. PRESSURE TREATED
D
C.O. CASED OPENING
V 0
H.B. HOSE BIB
DE DOOR STOOP
BRICK STEPS TO GRADE T.B.S. TO BE SELECTED W
X7/
r C.U. CONDENSING UNIT
0
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BRICK DETAIL Al UMAI,%
ENTR/Y . ... ... INDEX OF DRAWINGS 0
A1.1 SITE PLAN
A2.1 FIRST FLOOR PLAN
69 :E
�0-`-'MRST FLO--'0R--FOUNDATION LAYOUT
-8* -low -82
AC 2'-8 10 2 6 2
1-------r A2.3 ROOF PLAN
BUILDING ELEVATIONS
A3.1
C)
A3.2 BUILDING ELEVATIONS
ID A4.1 BUILDING SECTION
C:)
C� A4.2 BUILDING SEC11ON
C:) CD
V)
LO A4.3 BUILDING SECTION
--T-j A5.1 DETAILS
A6.1 INTERIOR ELEVATIONS
<
15'�-O"
E1.1 ELECTRICAL FLOOR PLANS Cq
PERVIOUS PAVEI� WALK
PERVIOUS CONCRETE BORDMS 04
a
CODE: 2010 FLORIDA BUILDING CODE -RESIDENTlk.-L
04
V
'R INFILL
PERVIOUS PAVE
AREA
New Residence for
(ALL AREAS ARE CALCULATED TO EXTERIOR FACE OF STUD OR CMU)
6
David & Suzi
FEN
FENCE & GATE
1 ST FL: first floor h/c H/C 2,417 SF
> screened porch Rogers
335 SF
entry porch 141 SF
454 SF
N:7 \A garage
Q
C1
ZY 345 6th Street
TOTAL GROSS SF: 3,347 SF
Atlantic Beach, F1
MONT YARD SMACK
CONCRETE BAND & APRON
"'K X
Y,
ZONING CRITERIA
YL Sheet Title:
50.00 ZONING: RS-2
TOTAL LOT AREA 7,500 SF Site Plan
DRIVEWAY PLAN
MAXIMUM ALLOWED IMP. COVERAGE 50% or 3,750 SF
1/4 1 -0
PROPOSED IMPERVIOUS COVERAGE:
6th STREET (401 R/W) BUILDING FOOTPRINT 3,415 SF
PERVIOUS PAVING 0 '150% 555/2 277 SF
- - IMPERVIOUS PAVING 0 100% 50 SF
PROPOSED IMPERVIOUS COVERAGE 3j742 SF
PERCENT PROPOSED IMPERVIOUS COVERAGE 49.8% NO : DATE REVISION
BUILDING HEIGHT 1 STORY APPROX = 23'-0"
Dwg File No.:
SETBACK: FRONT = 20'-0" BRL Project No.:
Date: DECEMBER 7. 2012
8 24 40 r-T,1\ S1TE PLAN SIDE = 5-0" MIN. 15"-0" COMBINED Sheet No:
1) " = 1 1-0" REAR 20'-0" MIN.
1/8
Iz^1 sit,
LOT 19 MAP SHOWING BOUNDARY SURVEY OF
LOT 22, BLOCK 8, A TLAN77C BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF
LOT 21 THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
LOT 2J 50 1 (PLAT) CERTIFIED TO: DAVID P & SUZI A. ROGERS/ HERI TA GE BANK OF
FND. I.P. 0.11 NORTH FLORIDAI HEAD, MOSS, FULTON & NOSLE, P.A.1
5 LAWYERS 777LE INSURANCE COMPANY
(NO .,(-b
LOT 25 0.3, a Ir PA oepj 14*PALM
I FENCE POP 0
6 1�p�7 14'PALM 12-PALM I,-PALM
7
C.L. FENCE 15'PALM
b.2
E] 23,3' 16'PALM
pir PALM
23.8'
6.3,X8.3,
WDOD
SHED
16'PALM
It"PAW LOT 22
Al%ft 9" PALM
8'SA GO PALM
42�,LOAK
LOT 24 IJ^MAPLE
9.PALMO 10'PALM 2J'
13-PALMO *%- AL
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12'PALM
to 10-PALM 49 15'PALM LOT 20
9 15'PALM 0 12"PALM
25.9 18'LOAKqa 11' PAL14
AIC 10' PALM
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P
j PAD FILE
x 0 7.5-PALM;0 COPY
LOT 26
#355
ONE STORY FRAME 0 12' PALM
RESIE)ENCE
F-F-E- 0 12'PALM 17' PALM
a15'PALM
14'PALMO
12.2� 40*HACXVERRY L
SCREENED Ly
PORCH 14'PALM
- UPDA -100-4) WA PRINT
NOWMBER 12 2004 TE LOT 22 (02
5*MAGNOLIA FEBURARY 15, 200& UPDA TE LOT 22(d2-100-2) BRB 1179.54
14'PALM UALESS IT BEARS THE SIGNATURE AND 7W ORIGINAL RAJ-5ZV SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWNG, SKETCH,
PLAT OR MAP!S FOR INFORMATION& PURPOSES ONLY. AND IS NOT VALID.
–vufflg— LEGEND DA 7E 02-01-05
< 15'PALM 1. BsorkW am boved an NIA SCALE I- = 20'
0. FN0- J.P. 2. This Is a MAP SHOOING BOUNDARY SURVEY MOWUMT
-V.PALM, 15' PALM W .1 Elevations shown thus (1&0)refer to US Coostal and Geodetic Survey Datum, National FVVCLr JOB No. 2005-100
(Le ) Geodetic Vortical Datum of 1929, (N.G.VD. of 1929). 0 DMIES 11Z-AM APE SrT F.B. 1179
IN 18'PALM TB.M. -C By Graphic plotting oniy the pmperty shown hevon lies within Zone: 1XI WIN W.Ot MLLER&ASSOC page 54
0.3 FKAX SET NAIL IN OPP as shown on the Federal Ern=(Mono nen ATcy(F.EXA� llaawxw Food insurance 0 PrE FOUAV
17'PALM :7,wn F.I.Rr Panel Number 120071—OOOID Ir - 05-100.dwg
) �nm it)_ WIFED Comp. File
Wy>4 EL-(10.36) Rs=1hsur0rx*Ra A- DANDIES OMW CUT
te: 04/17189 Drawn by B.R.a
W40 I ALM 50 T Unless otherwise not@4 any portion of the porcel that may be desmod Or Wationds I
by State or Governmental Agenchm has not bow determined and any fidb0ity rosulting,
GATE 5 INLET &WOftM is not the FWPOPMbilty Of the - RICHARD A. MILLER & ASSOCIATES
T i'l;1/7.1.P. GRA 7E--(9.34) 6. There may be Reab*1ions,or Eavemento,=tWdonced by We examination that PROFESSIONAL LAND SURV111ORS -5756
000 SE Ll how not bow shown herwon. 6701 BEACH&W., SUITE POO Fax�::)) 72
0.2 (R. Wv I
AaRWMA 7IONS INA T MAY BE USED IN TRS SURWY 44CKSONWLL& FLORIDA 32216 Tole. 721-1226
1 AaWEVA 77ON
ABBREWA 770M DDW77ON
A C.A POW Liowmad Business, IM 6 IV CEWIFY VNT IM XOnVY 6 A IME WWMTARW OF AN ACYM
(NO'CAP) T'lP* P.R.M. Permanent Refewice Monument S AW XPWr M40r ARCO Mr XPERNNN AM ft ACCaMWE WIR IW
0 SIORM INLET Aaa Point of Beginning SW
.F=j&.5TA1TW 'r WW"
A P010 of= AArAj0.jWZ'o""W
GRA 7E P1 Poin y AE? AVARNSIUVW C=Pufisuwr M
Of T
STREET P.R.r- Point of Reverse Curvature, V. CoNe ToloWsion
Pl. PoInt of Ifitervaction OHL Ovv*sad Lkies,
r R Ll Lol Way �M) Field Mocoured
R.V
GH T OF WA Y)
(40 R1 i�, /. 4-
Distance 0 a's BY.
w. Wd-9 Restriction Lim Angle #Wd/r RICHARD A. MILLER, STAX OF FLORIDA, REGISXRED
t Easelment I.P.a kon P4" LAND SURWYCR CERnnCA7E*No. 3848
Can Concrete
All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. Loading criteria
Top chord live load 20 p.s.f.
SHOP DRAWING REVIEW DISPOSITION Top chord dead load 7 p.s.f.
ATTENTION:Review of Shop drawings is only for conformance with Bottom chord live load 0 P.S.f.
the design concept of the project and does not relieve the contractor Bottom chord dead load 10 p.S.f.
of responsibility for any deviation from the requirements of the shop Total load 37 P,S.f.
drawings.Contractor shall determine and verity all field measurements. Duration factor 1.250
)["PPROVED 0 RETURNED FOR CORRECTION Vind standard ASCE 7-10
Vind speed 130 m.p.h.
0 APPROVED AS NOTED 0 RETURNED WITHOUT ACTION Building exposure C
0 NOTAPPROVED 0 SEETRANSMITT LETTER Building type CLOSED
NTS
COMMENTS
Notice
21' It is the responsibility of the building closliner or
BY DATE 2C� architect to provide dn approplote connect an for
L trusses to supporting structure per reactions
C sho
HULSBERG ENGINEERING,INC. FL CER 258 6 for wn an true*engineering. Special considerations
Mechanical equipment and/or Vumbing(and their
11481 ST.AUGUSTINE RD.#202 connections) In truss space must a diagrammed by
JACKSONVILLE, FL 32258 MillerbaW. on approved truss layout prior to
in a Is a truss manufacturer
r limited to those described
in ANSI I/WTCA 4-2002(sections 6.0&7.0). Accordingly
.-21'9-1/2" 13'6" 13'2-1/2" It disclaims any responobilitles and/or liabilit for
I I the construction design, drawings, d.mnV.
Including the Installation and bracing of trusses
for the 36*Atfic stair manufaetured by_Monning Building supplies.
Not to a d 48' =8806 my be placed
where desired by the Builder as Approved truss anchor by bulder
long as 48'is not exceeded whom 2x4 minimum top and bottom chords
noted otherwise noted trusses
must be redesigned to allow for extra J2 cut overhangs
bad.Please comit with Jam" 12
Bra cher with Manning if desired spacing 7
wilitexceed 481(9D4)26M225 x 210 LO) 0 J3
zD Per(EOR)Run these 1,.r4
Notto med4g' utloo ers back 2 Trusses J4 �117 12 0
i2 Field Applied BRG.
AL _.' leas noted
otherwise
M
Typical truss ends
J5 Warning
Conventional framing, erection and/or permanent
2i:2_-C bracing Is not the responsibility of the truss
designer,plate manufacturer, or truss manufacturer.
Persons erecting trusses am cautioned to seek
professional advice regarding erection bracing which
is always required to prevent toppling and dominoing
24'O.C. 24'O.C. J
durInLerection: and permanent brocigg which may be
I requ d Ir specific applications, See antic ood
"08 --7'— d recommendations 2006)
lon�"a';80
a
oted O'h_'s
rh�u be 7 des'
.nnch.,
wl" will'l'
4.'
Par
.4
Trusses sholl The Installed In a straight and plumb
p no shooting is gp�,Ied directly to top
a:dWY90rn*b:1h=Chords, they shal be braced as
J4 specified on the engineered design. Truss"shall be
handl In reasonable c ring erection to
provenj r
ma h%al d
,,u
go or person n ury
C4 U Hanger tist and quanities
Lid] I I –III I I I I I I I I I I I I I I I I I I I I I I I I J 2 FL. PR13DUCT APIb. COBE U
No HaLrigers Requirecl
7— Sm Detel
V-A
65'10-1/2" 21'5-112"
Mcnning Bul(cling
Supp(les INC,
11155 Philips PcF r. e.
Jacksonville L�wm2gg
Phone, (904) 268-8225
Fox, (904) 260-2981
WWW.MBS–CORP.COM
nclalauneny Bultolers
.01 NAW
Rogers Resd
LIT/07sulDiv
6th St, Atlantic Beach
FLORIDA PRODUCT APPROVAL CODES:ITW/ALPINE PLATES 1999....GEORGIA PACIFIC LVL 2023....GEORGIA PACIFIC W1 I—JOIST 1008.... GEORGIA PACIFIC RIMBOARD 2147 `*N-Ad'Y' I"ATE /1,2 MAWN by J0111 NUHXR
IJB IJ-12-0555
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Clay Masonry(Brick): STRUCTURAL STEEL: (0
GENERAL NOTES: the Modified Proctor Maximum Dry Density(ASTM D1 557). Fill shall be treated with termite _J M t.- i
2 C)
DESIGN�SPECIFICATIONS: poison before slab is placed. < =)
1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and :Z > Z C�
1 The scope of these plans is limited to the structural requirements of this project. D Z)
Project h'.s been clesigir ed in accordance with the 2010 Florida Building Code, ill shall be Hollow Brick, respectively. Grade SW shall be used. Erection of Structural Steel for Buildings (latest editions). 0
le). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and 10. Footings may bear upon undisturbed soil or upon structural fill, Structural f a. Welded connections: AWS D1.1 0
All,and the Flo,,,ida Building Code, Existing Building(as applicab
Resicle4' flashing requirements are not addressed in these plans. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density
2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. vertical b. Structural steel shapes, plates. ASTM A36
(ASTM D1557)for a depth of at least two feet(2'-0") below the bottom of the footing. (D 0OWNWAk
and 16"o.c. horizontal. Additional ties shall be provided around all wall openings greater c. Structural steel pipe: ASTM A53 or A501
DESIGN!, RITERIA:
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in CD
d for reinforcement: than 16" in either direction, and shall be spaced no more than 36'o.c. and placed within d. Structural steel tubing: ASTM A500
conformance with all requirements of the authorities having jurisdiction over this type of 11. The following minimum concrete cover shall be provide
Wind De-ign Method ASCE 7-10 12"of the openings. W LL
construction and occupancy. 3" Concrete cast against and permanently exposed to earth
2� All structural steel connections and fabrications shall comply with AISC specifications. 2M
Basic Wi,d Speed: 130 mph 2" Concrete exposed to earth or weather
co
Building isk Category:', 11 3- Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall have a
3� The contractor is responsible for the means and methods of construction. It is the 1 Y2"Concrete not exposed to earth or weather hook embedded in the mortarjoint. Sheet metal ties shall not be less than No. 22 gage by 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
Wind Ex.,osure: C(Enclosed Structure) contractor's sole responsibility to determine the procedure, sequence, and temporary M:
Building 31assification: Residential with the followi 7/8" corrugated and fastened with 1 3/4" galvanized roofing nails. Adjustable or strand wire E
bracing as to insure the safety of the building and its component parts during construction. 12, All continuous reinforcing steel in concrete shall be lap-spliced ng minimum veneer ties shall be used at CMU walls. 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall not 122
Building I I ype: Type V Construction lengths-
be used.
Wind-Bo�rie Debris- NOT located in the wind-borne debris region
4. The contractor shall verify all conditions and dimensions at the job site prior to commencing #4 bars: 21"minimum 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be used for supporting ca
work. #5 bars: 26"minimum brick veneer over openings. This angle will not be required for arched windows where 5� Bolts shall be installed to the"snug-tight"condition-u.o.n. An
Unless q,-.ierwise notedl project site considerations shall be the responsibility of the #6 bars: 32"minimum brick is self-supporting. If the length of the opening exceeds 6-0"then the steel angle shall
owner ali�id/or contractoll. Examples of such items include, but shall not be limited to,
. 1 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, corner bars shall be used. be attached to the wood framing with 3/8"x 3" lag screws @ 12"o.c. 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide) primer. Prior to
cletermiriation of grade J�ievations,drainage features,and special requirements
associati!d with FEMA I ood hazard andlor DEP zones. plates, openings, sleeves, hangers, slab depressions, or other components as may be 13. Reinforcement in footings shall be bent around corners or painting, steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning".
required to attach and accommodate other work.
I eel co
14, The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing W
DESIGN EAD LOAD$: S c WOOD FRAMING: 7. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structura st J
6. All details and sections shown on the structural drawings are intended to be typical and steel. Support items which bear on exposed concrete surfaces shall have end whi h are surfaces exposed and visible to the exterior of the structure. 02
CL
shall be construed to apply to any similar situation elsewhere in the work except where plastic tipped or stainless steel. 1. All wood framing has been designed in accordance with"National Design Specification
Floors: indicated otherwise. (NDS)for wood construction,"2005 edition. 8. Field touch-up after installation where required to restore final finish. 0)
The cles�( n floor dead load of 12 psf assumes a floor system utilizing wood decking or LU
MASONRY:
wood sL t flooring over Wood truss,wood 1-joist,or solid sawn lumber framing. The floor 7. Refer to the structural drawings for all structural details and sections. The contractor shall 2. All wood members exposed to weather or in contact with masonry, concrete or soil shal I be
Z
coverinc, s assumed t&'be carpet,vinyl,wood or ceramic tile. The Engineer shall be contact the Engineer for clarification in cases of conflict between the structural drawings treated with an appropriate preservative suitable for the exposure conditions. HARDWARE AND ANCHORS: 0
notified f the floor coveirings differ from the noted assumptions and any drawings prepared by others prior to commencing work. General:
3. If ACQ treatment is used on any wood member, then all nailing shall require hot-dipped 1. All framing anchors and connectors noted on the structural drawings shall be manufactured LL
Roofs: ils exploration report. The 1� All masonry work shall be in accordance with"Building Code Requirements for Masonry galvanized nails meeting ASTM Al 53, Class C, or ASTM B695, Class 50. lf borate by Simpson Strong-Tie or Engineer approved equal. LU
N tal or Shingle 1 10 psf(Rafters)7 psf(Wood Truss) 8. It is the owner's and/or contractor's responsibility to obtain a so Structures,"ACI 530-08, and Specifications for Masonry Structures,"ACI 530.1-08
design of the project structure assumes an allowable soil bearing capacity of 2000 psf. treatment is used then galvanizing is not required.
CC increte or Cla) Tile: 15 psf The Engineer shall be notified if soil conditions encountered differ from the noted 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM 0 yJ
m gt Ps 4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for F1554, Grade 36. CL Z
Refer to,Vchitectural F ans for Roof Covering System assumptions. All requirements for site preparation and soil compaction specified in the 2. Grout shall conform to ASTM C476 with minimum 28 day co pres ive stren h of 2000 1 co
Metal Plate Connected Wood Truss Construction (ANSI/TPI 1-07)."
soils report shall be followed unless more stringent requirements are specified in these per ASTM C1 019. Grout shall be mixed to provide a slump between 8 to 11 . 3. All metal connectors and hardware which are exposed to the exterior or in contact with
(Al
DESIGN LIVE LOADSJ: plans. 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in J
5. All trusses shall be designed by the Truss Manufacturer's registered Engineer, ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM
Floors: brick veneer. A 153, Class C, or ASTM B695, Class 50. cc
egistered
E� erior Balconios: 60 psf CONCRETE: 6. The Truss Manufacturer shall submit shop drawings and design notes with a r
installation of all flashing. (D
E iterior Decks: 40 psf 4. The contractor shall be responsible for the design and Engineer's seal for approval. Design notes shall include the rated load capacity of the truss 4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson Strong-Tie a
uctural to truss connectors,and the manufacturer's license to fabricate trusses utilizing the (with Florida Product Approval)and installed according to the manufacturer's instructions,
SBIrs: 40 psf(or 300 lb point load) 1. All concrete work shall be in accordance with "Building Code Requirements for Str LU LU
co
nt load) Concrete,"ACI 318-08, and"Specification for Structural Concrete,"ACI 301. connector system proposed. The contractor shall approve fabrication and installation Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive.
G i trages: 60 psf(or 2000 lb poi co
Concrete Masonry(CMU): drawings showing size, shape and layout.
A i Other Areas: 40 psf Z
2. All concrete shall have the following minimum compressive strength at 28 days- -2 LU Z
IGS: Slabs on grade,footings, and misc. concrete: fc=2500psi 1 Concrete masonry units (CMU) shall be ASTM C90-06B, Holl()w Load-Bearing Concrete 7. Jobsite handling and erection, including temporary bracing, during installation of trusses ROOF COVERING: >1 LU
Atti
VI/thout Storage 10 psf Structural slabs, wails, beams and columns'. fc=3000psi Masonry Units, normal weight, with a minimum compressive strength of 1900 psi (f m=1 500 shall comply with TPI/\/VTCA BCSI 1.
0 1.-<
fc=3000psi psi), 1. The contractor shall be responsible for the design and installation of the roof covering LU
V11 th Limited Stc rage: 20 psf Designated radon zones only-all concrete: co bi M
8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to system. - LU 0
W th Storage: 30 psf(fixed stair access) 0 0
ment shall conform to"Specification for Portland Cement"(ASTM C1 50) 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum their supporting walls or beams with metal connectors as noted in the Truss Connection C Zi
3. Ce lengths: Schedule. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the
(D
Roofs: >
rs: 20"minimum manufacturer's requirements.
#4 ba 4)
L s than 4:12 slope: 20 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 0
#5 bars: 25"minimum 9. All gable ends shall be balloon framed or braced in accordance with the applicable detail 42 lift/,
4:12 slope or greater: 16 psf
3� Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation cc
S, salts, organic #6 bars: 30"minimum as shown in the structural drawings.
5. Water shall be clean and free of injurious amounts of oil, acids, alkali Manual,"and the manufacturer's requirements.
DEFILE:TION CRITERIA: material or other substances that are deleterious to concrete or steel reinforcement.
3. Grout all cells containing vertical reinforcement in 5'-G'maximum lifts. 10. Guardrails, handrails,and guard in-fill components(Balusters and Panel Fillers) shall be
provided by others. 4� Standing seam metal roofs shall comply with ASTM El 514 and be installed according to
Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural
I er ACI 530.1-08 in the bottom course of masonry when the wall height the manufacturer's requirements.
E111 ttle Finish(wind load): L/240 drawings. All reinforcing details shall conform to"Details and Detailing of Concrete 4. Provide cleanouts.p
uctural drawings. exceeds 5'-0". 11. Engineered lumber(LVL, Parallam or LSQ shall meet the following minimum material (D
FI Dxible Finish(wind load): L/1 20 Reinforcement,"ACI 315. unless detailed otherwise on the str Specification& 5. The contractor shall be responsible for the design and installation of all metal flashing and
Floors:
LVL or Parallam LSL
shall 5. Beam reinforcement shall be continuous across control oints. valley material.
L I,/e Load: L1480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement ) C0
E=1,900,000 psi E=1,550,000 psi cli
letal Load: L/240* be in accordance with"Standard Tolerances for Concrete Construction and Materials,"ACI Fb=2,600 psi Fb=2,325 psi
117. Footing or slab edges maybe up to 1/2" inside of the sill plate.
lincreMSed floor stiffm ss may be required by floor covering manufacturer Fe=750 psi Fc=800 psi LU
-310 psi
Fv=285 psi Fv: CD
Roofs: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over I=
ca
L I 6te Load: L/240 minimum 6 mil. polyethylene (visqueen)vapor barrier. Slabs shall be reinforced with 6x6 _9_-
12. Fasten plies of 1 3/4"wide engineered lumber as follows:
WI.4xl,4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, or
�btal Load: L/1 80 2-ply beams with (3)rows of 0.131 N3 1/4" nails @ 12"o.c. 0
ngth at 1 LB/CY complying -a M\
fibermesh reinforcement shall be used with minimum 2'fiber le 3-ply beams with (3)rows of 0.131"x3 114" nails @ 8"o.c. (each side) Q>
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with ASTM C1 116(u.o.n.). 4-ply beams with (2)rows of Simpson 6 3/4" long SDW screws @ 12"o.c, Z
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9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and .0 > UJI
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other deleterious material. Structural fill shall be compacted to a density of at least 95%of 9 0
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All wind w,door andisoffit assemblies shall be designed to withstand the design �2 0
low a) UJ
and shall be installed in accordance with the Cn <
pressures indicated M
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manufamurer's requ+
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Metal Connector Fastening Schedule _J
Cn
Simpson ID USP ID Uplift Capacity(lbs) Fasteners Anchorage(I.I.O.N.) LL
W SURES ON WINDOW MPA1 n/a 31"x 1W n/a
..........
....................... ...... x�_(tf�0.16 x3l/." 5/8"wl 7"embed co X: Z
00(,
syp)
I AD PRIES S, DOORS & A35 (12)0.1
TZ
J�A
SOFFITS (psf) A�U44 Z uf4 LLJ
ABU66-Z PAU66-TZ 2300(SYP) (112)0.162"x 2%"or(12)0.162"x 3% 5/8"wl 7"ern bed cc
(D
C')
CS16 RS150 1705(SY P or S P F) (11)0.148"x 3"in each end-(22)total n/a LU
AREAOFOPENING EDGESTRIP(5) INTERIO ZONE(4 DSP RSPT6-2 775(SYP or SPF) (8)0,148"x 1 I/V into studs n/a LL_
Pos Neg Pos Neg (6)11 0,148�"x 11M."into double plate LL
I/V w/41/,"embed(mono)and 7"embed(stem) ILL
D72Z DTB-TZ 2146(SYP)1835(SPF) (8) x 1 S D S W
0 to 23.5 -31.4 23.5 -25.5 :i
20 sf 11 n/a (5)0,131"x I%"into gable brace n/a TO
20.1 to 50'Isf 22.5 -29.3 22.5 -24.5 GBC HC520 I I- 1 1� .- 11- "1 111-1 11 1 "I'll -�.1.11.1 .11 "1 -a �:)
.1 (7)0,131"x 21/2"into double plate (n
to 100 sf al n/a (D
H2.5A n/a: use RT7
19.9, -21�9
5 100.1 to sf 19.91 -24.5 21.1 -23
0.1 21.1 -26.5 600(SYP) (5)0.131"x 21/2"in each end-(10)tot
1 1� I"x 14/."i n eac h en d-(10)total n/a
200.1 to 5DO sf 18.?l -22.3 18.91 -20.9 H2.5T n/a: use RT7 545(SY P or SP F) (5)0.13 G
5 RT3A 455(SYP) /,"in each end-(8)total n/a
Soffit Dest Pressure 23. -31.4i 23.5 -2 H3 (4)0,131"x 21 C%4
11 H6 LFTA6 960(S Y P)820(S P F) (8)0,131"x 21%."in each end-(16)total n/a C)
Base Desibn Pressure 19.90 GCpi ±0.18 04
00
H8 RT8A 745(SYP) (6)�0.148"x 11/2"in each end-(10)total n/a 4t
>1 LO
7630(SY P)549 (S P F) (20)W x S'S IDS 7/8"w/15"embed (SET epoxy only) CX C14
HDO8 n1a: use UPHD8 0 04 c:)
4)1/."x 2V SDS 5/8"w/7"embed(mono)and 12"em bed(stem) 0
HDU5 PHD5 5645(SYP)4065(SPF) (1 - (if M -d- V
HDU8 PHD6 6970(SYP)5020(SPF) (�O)1/4"x 3"S DS 7/8"wl 15"embed (SET epoxy only) a) LLJ _j 0�
(b
ILL
HETA16 HTA16 1810(SYP) (10)0.148 x I'A" Cembed 0 00 C) :03
LLi 00 (b 32
HTS20. HTS24 or HTS30 HTW20, HTVV24 or HTW30 1450(SYP)1245(SPF) (10)0.148"x 3"in each end-(20)total n/a _J CN Z
HTSIM 16 or HTS M20 HTWM 16 or HTWM 20 1175(SYP) (8)0.148"x 3"into wood n/a co :3
(4' 1/41'x 2W Titen into CM U >
TYPICAL EDGE STRIP(5) Z
a=3.5' .......... (4:1 1/4"x 1 3/4"Titen into concrete =3 CD
< 0 X
HT74 HTT4 4235(SYP) 3640(SPF) 8)0.162"x 21/2" 5/8�wl 7"ern bed-(mono)and 12"embed(stem) CL U) 0 cc
8 LL_
5/8"w/7"em bed(mono)and 12"embed(stem) U)
HTT5 HTT5 5090(SYP) 4375(SPF) (26)0.162"x 21A"
TYPICAL INTERIOR ZONE(4) LTP4 MP4F n/a (12)0.13 1"x 1 V n/a 3: <
a
LSTA118 LSTA18 1235(SY P)111 O(S P F) (7)0.148"x 3"in each end-(14)total n/a C
0
LTS12 CIW12 775(SY P)665(S P F) (6)0.148"x 3"in each end-(12)total n/a E
-(18)total n/a E
(9)0.148"x 3"in each end
MSTA24 MSTA24 1640(SYP)1455(SPF) 5 SCALE:
MSTAM24 MSTAM24 1500(SY P or 8 P F) (9 wood n/a 0
0.148"x 3"into
(5)114"x 2%"Tilen Into CMU
V-101" (IJI.O.N.)
(5)1/."x 13X"Titen into concrete DO NOT SCALE
it
MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148' x 3"in each end-(22)total n/a
M60(SY P or 8 P F) (13)0.148"x 3"in each end-(26)total n/a
THIS DRAWING
1 MSTA36 MSTA36 I�D
F)
MSTAM36 MSTAM36 1 70(SY P or S P 3)0,148"x 3"into wood n/a
.......... ................ .............. --..""I I-�---III -__.-11.__1 Q` RELEASE DATE:
(8)W x 2%"Titen Into CMU
.................. ..........
(8)1/4"x 1%-Titen into concrete Q 12-10-12
i MTS 12 or MTS 20 MTW12 or MrVV20 1000($Y P)860(S P F) (7)O�148"x 3"in each end-(114)total n/a
�i� 860(SYP) (7)0,148"x 3"Into wood n/a REVISIONS:
-A
16 or MTS M20 HTWM 16 or HTWM 20 ..................
4"x 21
FF (4)1/ K"Titen intoCM.U__, ............ ...........
(4)V x 13/4"Titan into concrete
Q
PA51 TA51 3685(SY P or S P F) (21)0.162"x 2%"or(21)O�162"x 31/�" 4"embed (D
�i -or- ---SPTF14orSPTH6--- ___68__0(SYP)585(SPF) (12)0.148"x n/a Z 0)
350(SYP or SPF) (4)0.148"x 11/V into studs
SSP RSPT6 n/a Z LLJ
...............
(3)0.148"x 1%"into double plate ZOE 21
4430(SY P or S P F) P2 4)
STHD114 STAD14 L(3�8)0.148"x 3 1/,` 14"embed �0
0
Notes:
1.All connectors are manufactured by Simpson Stronq-Tie or USP Structural Conn ectors(LI.O.N.) "R DRAWN BY.
2.SYP= Southern Pine; SPF= Spruce-Pine-Fir .......... ------ LAJ
.............
0) CMF
3. Mono monolithic concrete;stem masonry sternwall or bond beam
................. ............. .............
4.Anchorage refers to threaded anchors with noted diameters and embedment depths 0 CHECKED BY:
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NOTE: CL
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) CC)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH CONTRACTOR SHALL VERIFY ALL DIMENSIONS
0
NOT TO BE DAMAGED DURING THE CUTTING PROCESS. E
USING FINAL APPROVED FLOOR PLAN PRIOR
(TYPICALLY I-4 HOURS IN WARM WEATHER) o SCALE:
TO CONSTRUCTION.
Y411 = 11-011 (U-0-N.)
FILL CUT WITH 1"DEEP xy8"WIDE SAW (D DO NOT SCALE
ELASTOMERIC CUT AT DENOTED
FILLER LOCATIONS. cn THIS DRAWING
RELEASE DATE:
12-10-12
4
REVISIONS:
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CONCRETE SLAB
SECTION-TYPICAL SAW-CUT CONTROL JOINT
DRAWN BY:
CIVIF
CHECKED BY:
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SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10--i Y8'-U.O.N.
THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(BRICK or SIDING)-U.O.N. E
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TYPICAL ALL POSTS-(U.O.N.) POST(MIN.)
SEE DETAIL"U"ON SHEET SD-3 — — — -- — — — — — — — — H 11 1�_�i 1F====ff_
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BRICK VENEER NOTE:
VOID IN BRICKAROUND THIS OPEN PORCH CEILING REQUIRES A
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SHEARWALLS FASTENED WITH 8d COM(0.131"X2 Y2')NAILS @ U) THIS DRAWING
%"x r HDG;LAG SCREW AND WASHER 6'O.C.ON EDGES AND 12'O.C.ON INTERMEDIATE SUPPORTS.
SW-3 RELEASE DATE:
636 TREATED —5'x5'x%-PLATE 2'STD(2'le OD)PIPE 4)
MINIMUM 6x6 TREATED MEMBER NOTE:HOT DIP GALVANIZE AFTER FABRICATION SHEARWALLS FASTENED WITH 8d COM(0.131'X2 Y2")NAILS @ 12-10-12
CUT TO CURVE AS REQUIRED 3'O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
REVISIONS:
SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL
(D
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NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N. c
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WOOD FRAMED HEADER LEGEND:
DENOTES SI
ET ZE
CANTILEVERED BRACK OF HEADER
ATTACHMENT(SEE WTW s DRAWN BY:
rj_(2)�4 H�WER� CIVIF
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NTITYJ �DENOTES QUANTITY c
OF JACKS OF KING STUDS FSS
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NOTE:
CA)
WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM
PORCH BRACKET :r
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HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE 2n
El HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE
MINIMUM 3/8"0 ROD TO HOLDOWN ANCHOR AND CONTINUE E
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EACH EXTERIOR POST SHALL BE TREATED
6x6 POST ON ABU66-Z POST BASE.STRAP S _3
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TYPICAL ALL POSTS-(U.O.N.) NUT&3'x 3'xY4'WASHER 0
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AND IN EACH CORNER.
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rc rm V (5 > m CS
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0
D�-1 NG' E: IF STEMW�Li HEIGHT EXCEEDS 48"CONTACT 'ID-�l NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D�-1 x
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2x STUDS @ 16-O.C.(U.O.N.) A E
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FOR ANCHORAGE) DO NOT SCALE
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(1 #5 NT. THIS DRAWING
FILL JOINT WITH ELASTOMERIC RELEASE DATE:
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JOINT FILLER (D
2x STUDS @ 16"O.C.(U.O.N.) 12-1(M2
2x STUDS @ 16-O.C.(U.O.N.) 2x—STUDS @ 16"O.C.(U.O.N.)
2x TREATED SILL PLATE
4"CONCRETE SLAB WITH 6x6 2 -TREATED SILL PLATE 2x TREATED SILL PLATE REVISIONS:
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(SEE TYPICAL WALL SECTION
(SEE TYPICAL WALL SECTION
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z FOR ANCHORAGE) FOR ANCHORAGE)
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/�VAPOR BARRIER OVER TREATED
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GRADE—
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VAPOR BARRIER OVER TREATED CMF
AND COMPACTED FILL VAPOR BARRIER OVER
TREATED AND COMPACTED FILL (D
AND COMPACTED FILL
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V-8" ONE STOR -(2)#5 CONT. 1'4" ONE STORY-(2)#5 CONT. w FSS
TWO S ORY-(3)#5 CONT.
V-8' TWO STORY-(3)#5 CONT.
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(2)2x SYP#2 DOUBLE PLATE(U.O.N.)NAIL 41)
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER 0
PLATES WITH 0.131"x 3*NAILS @ 8'O.C. H E HEADER NAILING REQUIREMENTS
JOINT IN LOWER PLATE JOINT IN UPPER PLATE WITH 0.131'x 3Y4'NAILS @ 6-O.C.STAGGERED
STAGGERED
(TYPICAL)
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(TYPICAL) Lu
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2x SPF#2 STUDS @ 16"O.C.(U.O.N.) SHEATHING MAY CANTILEVER UP TO
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BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) NAILING AT STUD 2x8 (4) (5)
NAIL EACH PLY WITH 0.131'x 3 y4' uj
NAILS @ 6-O.C.STAGGERED 2x10 (5) (6)
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ALL N Al LS N OTED ARE 0.131'x 3 Y4' cp
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CORNICE DETAIL
H2.5A AT EACH LOOKOUT (2)ROWS OF 0.131 x 3 Y4' (D
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CL
H2.5A AT EACH LOOKOUT NAILS @ 12-O.C.
CONNECTOR WHERE REQUIRED
8 F_
2x4 LOOKOUTS @ 48-O.C.FOR
STAGGERED(TYPICAL) (SEE TRUSS CONNECTION SCHEDULE)
2x4 LOOKOUTS @ 48"O.C.
OVERHANG V�
P4 ;� * w
FOR OVERHANG .2 uj
0
ROOF SHEATHING(AS NOTED) ROOF SHEATHING
0
0 z 0
(D
2x4 SYP BLOCKING BETWEEN NOTED) GYPSUM BOARD
(AS U) R�
2x6 OR 2x8 FRAMED WALL cu z
LOOKOUTS (o F=Mmq
2x4 SYP BLOCKING (2)2x SYP#2 DOUBLE PLATE cy) a LL1
SILL PLATE(BELOW) Y16"OR'y32"RATED SHEATHING, EXPOSURE I-SHINGLE ROOF <
BETWEEN LOOKOUTS (U.O.N.) Z
2x4 CORNER FRAMING FULL 1Y32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
Lj_
BALLOON FRAMED 0 U)
HEII HTSTUDS WALL STUDS @ 16-O.C. U.O.N.(SEE WALL LAYOUT) 1Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF -a
BALLOON FRAMED STUDS(AS NOTED) LL
STUDS(AS NOTED) 0 U)
\ \ FASTEN WITH 0.113"x 2 3/8'RING SHANK cc Z LLj U)
MINIMUM OF(3)2x4 BLOCKS 12'LONG
NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. - ui
DOUBLE PLATE GYPSUM BOARD U)
SINGLE PLATE NAIL TO TRUSS
.2) Z
--------- EACH ADJACENT STUD
LL_
NAILED WITH(4)0.131"x 3 X"NAILS TO F4 L)- m --j
BOTTOM CHORD WITH 0.131"x 3 Y4' INTERIOR VAULT I \ \--GYPSUM BOARD
NAILS @ 6"O.C. EXTERIOR SHEATHING THREADED ROD ASSEMBLY AT
ALTERNATE:INSTALL SOLID STUD IN CONNECTOR AT EACH TRUSS F_
EXTERIOR SHEATHING SHALL BE SHALL BE NAILED TO THIS SPACE NOTED SPACING(SEE DETAIL ON (SEE TRUSS CONNECTION SCHEDULE) cn- w I
cu
UPPER PLY OF DOUBLE THREADED ROD LAYOUT) W LL1
NAILED TO BOTTOM CHORD OF TRUSS -0
----2x4 CORNER FRAMING FULL (2)2x-SYP#2 DOUBLE PLATE(U.O.N.)
PLATE @ 6"O.C. \ a 4)
2x TREATED SYP SILL PLATE
@ 6"O.C.WITH 0.131'xM' HEIGHTSTUD co Lu
NAILS. WITH 0.13 (D <
1'x 2 Y2'NAILS. C La
I \_GYPSUM BOARD 0
V/' -(2)ROWS OFO.131"x3Y4'
(U.O.N.ON WALL LAYOUT)
(U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL cli
NAILS @ 12"O.C.
41� F4 0 UJ Lc)
.2)
RATED SHEATHING,EXPOSURE 1.
co co
U-
FASTEN WITH 0.131"x 2 Y2"NAILS @ 6-O.C.ON _j
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.(L.I.O.N.)
co
D:TAIL BALLOON FRAMED GABLE END (LOW CEILING VAULT) DETAIL BALLOON FRAMED GABLE EN ILING VAU SECTION TYPICAL FRAMING AT 900 CORNERS SECTION TYPICAL INTERIOR BEARING WALL j (BLOCK ALL EDGES)
D (HIGH CE K�
IfERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH ��-2 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH Lu
cc
,-2x SPF#2 STUDS@ 16"O.C. U.O.N.(SEE WALL LAYOUT)
LJJ _j
of u_
NUT WITH 2"WASHER AT SOLE PLATE 0) UL
r-2x-SYP#2 SUBFASCIA WITH(2)0.131'x 3 Y4'ENDNAILS AT TRUSS U-
ROOF COVERING(BY OTHERS)-- ui
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM C10
NOTE: ROOF TRUSSES- -a
BOARD WITH 0.131"x 3Y4'NAILS @ 6-O.C. (D
co
NUT&3"x 3'xY4"WASHER ALL MEMBERS SHALL BE#2 SYP. (D
CORNICE DETA
NAIL BRACE TO BLOCKING WITH(5)0.131'x 3 Y4' (3)0.131"x 3.y4"TOENAILS AT EACH LOOKOUT IL 2 3/32"RATED STURD-1-FLOOR(T&G)SHEATHING :s
(SEE THREADED ROD ASSEMBLY DETAILS.) Z_NAILS /'
(BY OTHERS)
TO TOP CHORD OF TRUSS.
2x6 BLOCKING BETWEEN TRUSSES WITH GLU ED AND NAILED. FASTEN WITH 0.131"x 2 Y2'RING 04
O.C.ON EDGES AND 12"O.C.IN THE C)
12"LONG 2x-SCAB(MATCH BOTTOM SHANK @6 M
2x4 BLOCKING REQUIRED BETWEEN 04
CHORD)WITH Y2'SPACERS NAIL w/(3)0.131"x (3)0.131"x 3 X"NAILS EACH END D. 00
LOOKOUTS Lo
3'NAILS ROOF SHEATHING(AS NOTED)
FLOOR JOIST(I-JOIST SHOWN,SAWN CL
0
IZ - C-4
2x BARGE RAFTER /JOIST SIMILAR-SEE SECTION"Z"ON co
BOTTOM CHORD OF GABLE END TRUSS KK (D
SD-3 FOR OPEN WEB TRUSS) uj
0 00 C) :3
LL
-0 p Ld co .50 -in
THREADED ROD ASSEMBLY a U) _j 04
FASCIA(BY OTHERS) �416'OR%32'RATED SHEATHING,EXPOSURE I-SHINGLE ROOF =:) =� ;i:'
cc
CTION A-Al 'Y32'RATE)PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF > as
GYPSUM BOARD n Z
2x4 LOOKOUTS @ 48-O.C.
'Y32'RATED SHEATHING,EXPOSURE I-METAL ROOF < 0
>1 x Mn
FASTEN WITH 0.113"x 2 RIM BOARD CL U) 0 co
Y8'RING SHANK 8 !�e c- U-
H3 CLIP OR EQUAL AT EACH NAILS @ 6'0�C.ON EDGES AND INTERMEDIATE SUPPORTS. C) CL
<
LOOKOUT NAIL JOIST TO PLATE WITH(2)0.131"x 3 TOENAILS
SR co
H2.5A AT EACH LOOKOUT
GYPSUM BOARD 0
SYP#2 DOUBLE PLATE(L.I.O.N.)
'O.C.FOR (2)2x
2x4 LOOKOUTS @ 48 E
OVERHANG GABLE END TRUSS(DROP GABLE) CONNECTOR AT EACH TRUSS E
0
ROOF SHEATHING(AS NOTED) (SEE TRUSS CONNECTION SCHEDULE) SCALE:
N.T.S. - (U.O.N.)
-------------------- 2x6 BRACE SPACED @ 48-O.C.UNLESS 2)2x-SYP#2 DOUBLE PLATE(U.O.N.) 0.1 31"x 3 Y4"NAILS @ 8"O.C.
TOP CHORD OF GABLE END TRUSS OTHERWISE NOTED ON ROOF LAYOUT. TOENAIL RIM BOARD TO PLATE WITH (D
DO NOT SCALE
THREADED COUPLING AS REQUIRED 4)
VERTICAL WEB OF GABLE END GYPSUM BOARD cn THIS DRAWING
CC>
TRUSS ----ADD 2x4T-BRACE NAILED @6'0.C.WITH
.8' RELEASE DATE:
0.131'x2Y2'NAILS IFBRACELENGTH tt
NUT&3'x3'xY4'WASHER EXCEEDS 9'-0".
12-10-12
GYPSUM BOARD
REVISIONS:
12'LONG SCAB(MATCH BOTTOM 2x SPF#2 STUDS@ 16"G.C.-U.O.N.(SEE WALL LAYOUT) 2x SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
'16'RATED SHEATHING,EXPOSURE 1. X6"RATED SHEATHING,EXPOSURE 1.
CHORD)WITH Ye SPACERS
BOTTOM CHORD OF GABLE END FASTEN WITH 0.131'x 2 Y2'NAILS @ 6"O.C.ON FASTEN WITH 0.131'x 2 Y2'NAILS @ 6-O.C.ON
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.)
TRUSS
(BLOCK ALL EDGES) w
I (BLOCK ALL EDGES)
(2)2x 2m
DOUBLE PLATE W
THREADED ROD ASSEMBLY AT THREADED ROD ASSEMBLY AT
THR
EADED ROD ASSEMBLY NOTED SPACING(SEE DETAIL ON
i i NOTED SPACING(SEE DETAIL ON
GABLE ATTACHMENT PER DETAIL"M" THREADED ROD LAYOUT) THREADED ROD LAYOUT)
GBC CLIP-(2)REQUIRED AT EAC
H BRACE ON SHEET SD-2. 6
2x -TREATED SYP#2 SILL PLATE WITH 2x TREATED SYP#2 SILL PLATE WITH C DRAWN BY:
TOENAIL BOTTOM CHORD OF TRUSS TO lz�
2x-STUDS \\\---Y2' THREADED ROD ASSEMBLY INSETWALLY2' SI�PSON Y8'x 6"TITEN HD(OR TITEN HD ROD COUPLER) INSET WALL)/2" SIMPSON Y8'x 6'TITEN HD(OR TITEN HD ROD COUPLER) CMF
DOUBLE PLATE WITH 0.131"x 3 X"NAILS WITH I-CUT WASHER@ 24"O.C.
FOR STUCCO WITH 1"CUT WASHER @ 24"O.C.
FOR STUCCO
@ 8"O.C. (AS NOTED) CHECKED BY:
APPLICATIONS
THREADED ROD NOT SHOWN FOR CLARITY APPLICATIONS CD
w FSS
A I - AL 2x4 DRYWALL BACKING INSTALLED "---GYPSUM BOARD CEILING SEE FOUNDATION DETAILS cn
SEE FOUNDATION DETAILS SHEET:
CONTINUOUSLY BETWEEN BRACES
SVION PLATFORM FRAMED GABLE END SECTION GABLE EN-D"W' ALL DIAGONAL BRACING
rA SECTION - TYPICAL EXTERIOR ONE STORY WALL SECTION - TYPICAL EXTERIOR TWO STORY WALL Lo
�-2
cl
\,�-2 C)
4 rczn
fi�MAXY.
L(
SD �2
F-R-T(VERSDN.01-11)
04
Lu (0
C)
INSTALL DSP CLIP @ 32-O.C.
MSTA24 STRAP LOOPED OVER MAXIMUM SPACING (I.I.O.N.) cj z z
DOUBLE PLATE NAILED WITH D Z) p
0
(6)10d x I Y2'NAILS INTO EACH
SIDE OF STUD INSTALL MSTA24 STRAP LOOPED OVER
2" MAX. DOUBLE PLATE.NAIL TO CRIPPLE ON
END VERTICAL BRACING REQUIREMENTS
DOUBLE PLATE EACH SIDE WITH(6)0.131'x I Y2'NAILS.
'41 IL w U.
BRITTLE FINISH FLEXIBLE FINISH EXTERIOR BEAM(AS NOTED)
2m
DOUBLE PLATE .0
co
BRAC NG 24"l 16"O.C. 24"O.C. WALL STUDS
NOTCH BEAM AS REQUIRED TO C4
E
NONE REQUIRED 0"TO 53" 0"TO 67" FIT BENEATH DOUBLE PLATE STRAP CRIPPLE TO HEADER WITH 4-
17 TO 47" 0"TO 59" p P 9 o
BEAM BEARS ON(2)2x-JACKS LSTA18STRAP a
0
2x4 L-IRACE 54"TO 114" 48'TO 99" 68"TO 145" 60"TO 126" (TYPICAL-U.O.N.) uj
(14
LTT20(li
115"TO182" 100-TO158- 146"TO 232" 127"TO 201'
3RACE CONDITION: I CL
SILL PLATE (NOTCHED BEAM)
ca
77 x
__---RATED ROOF SHEATHING Lu
2x-L-BRAC E NAILED TO ------- -------------------------- --------------- uj
VERTICAL WEB Fl-----1 ----71----TF---- ------------------
WITH 0.131"x 3"NAILS @ 6"O.C. z
NAIL SHEATHING TO DOUBLE PLATE WITH THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY
-z: a
-----.--VERTICAL WEB IN GABLE END (2)ROWS OF 0.131'x 2 Y2"NAILS @ 6"O.C. =3
TRUSS NAIL SHEATHING ALONG BOTTOM OF NOTE: NOTE:
H , HEADER @ 3"O.C. THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY
--------- uj
2x-LOOKOUTS AT 48"O.C.
INSTALL DSP CLIPS @ 24'O.C.OR NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE
DOOR OPENINGS. cu
DOOR OPENINGS. CL
cr- SPH @ 32'1
>
6"OR 24"0. EXTERIOR BEAM(AS NOTED)
(2)MSTAM24 STRAPS FASTENED TO
SPACING(SEE TABLE) DOUBLE PLATE cu z
zi 11 STUDS AND FACE OF FOUNDATION u- lul lul -0 0
BEAM INSTALLED BENEATH DOUBLE PLATE -a
SILL PLATE (D
a
JACKS .0
BEAM BEARS ON(2)2x cn
w -- w
NOTE: (TYPICAL-U.O.N.) ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED ca
WHERE TRUSS CONTAR 13 DIAGONALS, NCREASE L-BRACE (D
REQUIREMENTS BY ONE sIOMINAL STU SIZE AND MATCH CONDITION: 2 0
>1 uj Z ui
OVER DIAGONALS. FLUSH HEADER CONDITION DROPPED HEADER CONDITION (D
(DROPPED BEAM) A=
ALTERNATE
cu Ill
00
i�p DETAIL TYPICAL�ERTICAL BRACING AT GABLE END DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD DETAIL - EXTERIOR BEAM TO WALL CONNECTION DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS
rQ
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED �-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
M
j ..... .
ALTERNATE ANCHOR: UPLIFT CONNECTOR(AS NOTED) NAIL EACH END OF BLOCKING TO 0
Y2"x 6"TITEN HD w/2"xY8'WASHER ////-TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131"1
EXTERIOR BEAM 2x4 SPF BLOCKING-NAIL WITH(2)
(AS NOTED) /--kSTALL 2x4 BLOCKING BETWEEN
ROOFS -2X4
'O.C.
77
HEATHING SPF NAILER-NAIL TO TOP PLATE 0.131"x3Y4'NAILS AT EACH END TRUSS BOTTOM CHORDS @ 12 'tt�!
(END NAIL OR TOENAIL) p
H6 CLIP FROM WITH
POST TO BEAM 0.131"x 3 Y4'NAILS @ 13"O.C.
-ROOF TRUSS(BY OTHERS)WITH BOTTOM CHORD OF TRUSS Lu
BRACE(IF REQUIRED) LAP BEAM PLIES AND
NAIL AS SHOWN-(5) ......
NAIL EACH BLOCK TO DOUBLE PLATE -9
0.131"x 3 Y4"NAILS PER PLY ri
TO REPLACE(1)ROW OF LATERAL WITH (3)0.131"x 3 Y4'NAILS
I PT POST(AS NOTED) 0
BRACING INSTALL 2x4 No.2 SYP T-BRACE
PT POST(AS NOTED) NAIL PORCH SHEATHING AS NOTED
NAILED TO EACH PLY OF TRUSS WEB AT
6"O.C.WITH 0.131"x 3*NAILS ABU POST BASE TRUSS BOTTOM CHORD DOUBLE PLATE z
\--H6 CLIP FROM POST (AS NOTED) 8
TO REPLACE(2)ROWS OF LATERAL TO BEAM W <
E -EXTERIOR FRAMED WALL NAIL PORCH SHEATHING AS NOTED - ------- MINIMUM Xi RATED SHEATHING, .0 N
V THREADED ROD EXPOSURE I FASTEN AS NOTED 2 W
BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM i 0 CK
NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) 'o. WITH NUT SET IN
ON WALL LAYOUT(BLOCK ALL 16
-- ------ ADHESIVE c 0 Z (D
WITH 0.131 x 3"NAILS @ 6"O.C. � .0 EDGES) 4) z U) z
7' A'f AT TOP OF POST EXTERIOR FRAMED WALL -
-- (7"EMBEDMENT) cu F
(D p__q =) (D 0
cy) W
<
E2 LL 0
0 U)
A 4 U)
NOTE: U)
co Z wu
U) UJ
T-BRACING TO BE USED WHEN j -j
CONTINUOUS LATERAL BRACING IS 0
2) Z
Li
IMPRACTICAL. SIDE VIEW AT BASE OF POST
cli
co
SECTIOk TYPIC L T-BRACE DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SECTION EXTERIOR WALL PARALLEL TO TRUSS SECTION EXTERIOR WALL PERPENDICULAR TO TRUSS ��x SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS
4) c Lu
THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED (n <
0
C-4
0 Lu i
-----NAIL SCAB TO TOP CHORD WITH .0 -j M
--INSTALLSPH CLIPS AT 32"O.C.AT DOUBLE PLATE U)
(4)0.131"x3Y4"NAILS 4)
------ --- -------------- ADD 2x4 VERTICAL SCAB IN EACH
-LAST TR JSS IN ROW REQUIRING BRACING ALTERNATE:MSTA24 STRAP LOOPED OVER co
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND DOUBLE PLATE NAILED WITH(6)10d x 1 Y2"NAILS TRUSS IF NO WEB IS PRESENT w
co
/-NAIL DIAGONAL BRACE TO BLOCKING BOARD WITH l 3 X"NAILS @ 6-O.C. INTO EACH SIDE OF STUD —(3)0.131'x3y4' NAILSTYPICALAT 'n
�2 Lu
WITH l NAILS of
EACH TRUSS C6
UPPER LEVEL STUD 11.4 1
BAND BOARD I
2x4 BLO KING-TOENAIL OR ENDNAIL 2x4 X-BRACE ACROSS LENGTH OF LU
EACH Et D TO ADJACENT TRUSS WITH RATED ROOF SHEATHING CS16 STRAP(CUT TO LENGTH)FROM UPPER SHEARWALL
(3)NAIL,' STUD TO HEADER BELOW @ 32"O.C.(U.O.N.).
co
L NAIL INTO UPPER STUD WITH(11)10d AND NAIL NAIL SCAB TO PLATE WITH(3)
j
x INTO HEADER WITH(11)10d NAILS. 0.131'x3Y4'TOENAILS
x
C-4
--NAIL DIAGONAL BRACE TO INTERMEDIATE BEGIN NAILING I"MINIMUM ABOVE SOLE PLATE 2x4 BLOCKING BETWEEN TRUSSES
04
00
NAILING NOT REQUIRED BETWEEN UPPER SOLE
WEBS WITH(2)NAILS
OPEN WEB TRUSS TOENAILED TO DOUBLE PLATE WITH
C'
PLATE AND LOWER DOUBLE PLATE. 'x 3 Y4'NAILS @ 4-O.C. 0 C-4
0.131 0 Ce>
Z� co 7rD
SPF No.2 DIAGONAL BRACE
(TYPICAL AT EACH END OF UJ
TRUSS(AS NOTED) tE �r C6
CONTINUOUS LATERAL BRACING) SHEATHING CONTINUOUS FROM BAND BOARD FLOOR SYSTEM(AS NOTED) - LL
0 —
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH 71 F- 00 "o Mn
'\ DOUBLE PLATE U)
NAIL DIAGONAL BRACE TO TRUSS EDGE NAILING REQUIREMENTS OR UPPER WALL. BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE co
CD q.
WEB WITH(3)NAILS > a C5
TOENAIL TRUSS TO PLATE WITH MINIMUM X16'RATED SHEATHING, cm
DOUBLE PLATE a CID
------- ------------- EXPOSURE I FASTEN AS NOTED < 0
(2)0.131"-3 X"NAILS >1 . U) 0 x
ON WALL LAYOUT(BLOCK ALL EDGES) CL c- Ill
8 u-
DOUBLE PLATE(L.I.O.N.) LOWER LEVEL HEADER(AS NOTED) a-
Nt
z SECTION TYPICAL OPEN WEB FLOOR TRUSS f**AA 0
E
E
CONTINUOUS LATERAL BRACE(QUANTITY �,�-3 �-3 c8 SCALE:
N.T.S. - (U.O.N.)
AND LOCATION DEFINED BY TRUSS SHOP
cn
DRAWING.) (D
?- DO NOT SCALE
(D THIS DRAWING
NAIL CONTINUOUS LATERAL BRACE TO ca
ID
EACH TRUSS WEB WITH(2)NAILS DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW SECTION INTERIOR SHEARWALL PERPENDICULAR TO TRUSS
rc—C N� a
2" RELEASE DATE:
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED
(D
12-10-12
--ROOF TRUSSES(BY OTHERS)
REVISIONS:
NOTE:
ATTACH DOUBLE PLATE TO STUD PER
DETAIL"BB"ON SD-3
(3) -RUSSES MINII IUM UPPER LEVEL STUD CD
FOR CON TINUOUS LATEf AL BRACE a
CS16 STRAP(CUT TO LENGTH)FROM UPPER w
STUD TO BEAM BELOW @ 32"O.C.(U.O.N.). 21
NAIL INTO UPPER STUD NTH(11)10d AND NAIL
NOTES: INTO BEAM WITH(11)10d NAILS.
NAILING I"MINIMUM ABOVE SOLE PLATE
1) CONTINUC US LATERAL E RACES SHALL BE 1x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER(I.I.O.N.) DRAWN BY:
—-------------- BEGIN NAILING 1"MINIMUM BELOW TOP OF BEAM CMF
2) ALLNAIL,< SHOWNSHAL BEO.131"x3"NAILS(U.O.N.)
W
CHECKED BY:
BEAM(AS NOTED) c) I
FSS
42)' SHEET:
Lo
DETAIL TYPICAL LAT rDDN)I, rE E rF F C)
ERAL TRUSS BRACING DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM C)
ll
SD �3
�-3 �,�-3 ii,�-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
i(VERSION:01-11)
L
J uj CD
C)
C3 z z c�
Z)
-S o C)
C)
cy) C-5 0
LLJ
LL
21
M
E
�20
0
co uj
An
CL
cn
cn
Tom
x
4a)
0 uJ
z
0
U.0
j uJ
LLJ
cu
CL
u,
cf) cj)
UJ
cc
Q)
a
cn ui
(n
OPTIMAL 22,y2' co
cn
o
TRUSS TO TOP PLATE SHOWN 10 01 -2 Lu
(D
(RAFTER TO TOP PLATE SIMILAR)
30�-'
TRUSS(RAFTER SIMILAR)
(D
w
cu 6i z
_j w
0
0
0
Y2'MINIMUM EDGE DISTANCE (D
(WITH OR WITHOUT A PLATE SPLICE)
0
Y2..MAX
cc
E
0
C:)
NOTE:
OFFSETY4"FROM TOP PLATE—
SDWC15600 UTILIZE METAL INSTALLATION GUIDE TOOL –SPLICE MAY BE IN UPPER
PROVIDED BY MANUFACTURER. SPLICE FOR FULL VALUES OR LOWER PLATE
co
0
ui
W
ETAIL 0 cr-
t"A 4ANDARD SDWC ROOF TO WALL INSTALLATION rc DETAIL SDWC MIN. EDGE DISTANCE
Z C) Z
RUSS At IGNED WITH STUD) (D cl)
-.,�-4
cc
(a
cy) z W
LL 0
E2 0 cf)
U)
co Z U)
cf) W
Z
as LL.
cc
(D w
C
NOTES:
cn Lu
1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK 4m) <
A= m
I-_ 0
INTO THE DOUBLE PLATE (h of Of cq
8 0 Lu Lo
M
U) CIO
LL _j m 1
ci
2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO -cou
A WOOD MEMBER. cn Lu
co
UJ
LL_
3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. 0) 11.4 LL_
A= u_
INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE ca
WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF (D
co
31'.
2
04
04
co
4. TYPICAL HURRICANE CLIPS (PER TRUSS CONNECTOR SCHEDULE) SHALL :* IS")
0 CD
BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW 0
a) UJ
INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE LL 4
co 0
Lji co to Mn
INSTALLING CLIPS. U)
ca
TRUSS TO TOP PLATE SHOWN 89
A=
(RAFTER TO TOP PLATE SIMILAR) CD
0 I_— x
U) 0 co
��e = LL
U)
co
SCALE:
N.T.S. - (ILI.O.N.)
(D
a DO NOT SCALE
Q)
THIS DRAWING
RELEASE DATE:
W
1"MIN MIN 12-10-12
SDWC15600---\\ REVISIONS:
DO NOT INSTALL SDWC IN 0)
HATCHED AREA Lu
2p
DRAWN BY:
CMF
IDETAIL - TANDARD SDWC ROOF TO WALL INSTALLATION
rB
CHECKED BY:
(TRUSS C FSET FROM STUD) cn
d a FSS
w
2)
(D SHEET:
Lo
CD
SD �4
C14
NOR-R-T(VERSDN:01-08)
Angela
New Residence for ScHifanella
50.00'
L!
7
ogex o
Mr . & Mrs . Davi' d R
7 13 5' Avoridale Averme
F1 3 2"(20 5
Jacksoilville,
345 6th Street
Ph: 904 388 104 3
REM YARD TB Atlantic Beach , Florida
NOTE:
ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING
STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS
. 5k
SYMBOL KEY
NEW CONSTRUCTION
/,kREEW
DINING
PORCH ,/ ROOM NAME & NUMBER
1FO21
WINDOW MARK
(D DOOR MARK
CONCRETE MASONRY UNIT Z
0
V)
W
—9" INSULATION
FIREPLACE
(L
W
ELEVATION MARK
Z
MAIN RESIDENCE W <
FLOOR SLAB APPROX.
SECTION MARK LLJ
6 '5* Z
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ENTRY'
+J
//'PORCH//// A1.1 SITE PLAN
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0
A2.1 FIRST FLOOR PLAN
$-ion A2.2 FIRST FLOOR FOUNDATION LAYOUT
21-8" 6 L 6#_1 00 2'-80
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A2.3 ROOF PLAN
A3.1 BUILDING ELEVA11ONS
A3.2 BUILDING ELEVATIONS C City of Atlantic Beach
0
Planning and Zoning Department
A4.1 BUILDING SECTION
C:) This approval verifies compliance with applicable
C:) us
C) A4.2
BUILDING SEC11ON zoning, subdivision and other local land
V)
development regulations, but does not constitute
C� approval for the issuance of permits. Compliance
C) A4.3 BUILDING SECTION with Florida Building Code and all other applicable
LO local, State and Federal permitting requirements
LC) A5.1 DETAILS must be verified by signature of the City of Atlantic
Beach Building Official prior to the issuance of a
Building Permit.
A6.1 INTERIOR ELEVATIONS <
00 40,
Approved By-
L q1-0 E1.1 ELECTRICAL FLOOR PLANS N
r— Date:
0
PERVIOUS PAVI R WALK
PERVIOUS CONCRETE BORDERS
J. CODE: 2010 FLORIDA BUILDING CODE —RESIDENTIAL
C)
C*4
Project:
--T
"PERVIOUS PAVER INFILL
AREA
New Residence for
(ALL AREAS ARE CALCULATED TO EXTERIOR FACE OF SJD OR CMU)
z Z David & Suzi
FENCE & Q IiJE FENCE GATE 10 1 ST FL: first floor h/c H/C 2,417 SF
CIO, screened porch 335 SF Rogers
x X
Xx 141 SF
entry porch
454 SF
garage
<A.'<X
C3 r 345 6th Street
6
TOTAL GROSS SF: 3,347 SF Atlantic Beach, Fl
FRONT YARD SETBACK
1\,Y 1,
V CONCRETE BAND & APRON
ZONING CRITERIA
Sheet 'ritle:
..........7Q
50. 00 ZONING: RS-2
Site Plan
TOTAL LOT AREA 79500 SF
r2 DRIVEWAY PLAN
MAXIMUM ALLOWED IMP. COVERAGE 50% or 175 0 S F
1 4 it—off
PROPOSED IMPERVIOUS COVERAGE:
6th STREE BUILDING FOOTPRINT 3),415 SF
T (40' R/W)
JI
PER\i1OUS PAVING 0 50% 555/2 7 SF
IMPERVIOUS PAVING 0 100% 5 0 'S F
PROPOSED IMPERVIOUS COVERAGE 31742 SF t, Z
04
Cox... A4
PERCENT PROPOSED IMPERVIOUS COVEERAGE `9.8%
C* NO : DATE RE\ASION
C-3
BUILDING HEIGHT 1 STORY APPROX 23'-0"
Dwg File No.:
Project No.:
SETBACK: FRONT 20'-0" BRL aw"
Date: DECEMBER 7. 2012
SIDE = 5-0" MIN. 15"-0" COMBINED M
0 0 IW:, . Sheet No:
0 8 24 40
r1-*',*NS1TE PLAN
REAR 20'-0" MIN.
Al . I
SE
Angela
ScHilfanella
1 on L 19-10
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1352 Avondale Avenue
-ON L50 .
L
Jacksonville, F1 32205
717 7 71 Ph: 904 388 4043
Jr—
A I—
I-ON;
1. ALL DIMENSIONS ARE TO
FACE OF STUD OR CMU UNO.
2.FIELD VERIFY ALL DIMENSIONS AND
COORDINATE FINAL SELECTION OF
WINDOWS, DOORS, MILLWORK AND
BUILT-IN ITEMS WITH ACTUAL FIELD
r"NPORCH PIERS DIMENSIONS. CONTRACTOR TO
2 COORDINATE AND CORRECT ANY
DISCREPANCIES PRIOR TO INSTALLATION
1/2"
OR CONSTRUCTION.
3. CASING & TRIM SCHEDULE:
FIRST FLOOR
ER 82347-1/4
BASE:- MB-714 OR FRAS
CASING: FLAT 4 1/4 W/ 1" BACK BAND
CROWN: 5 1/2" CROWN OR COVE
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Floor Plan
BRICK STEPS TO GRILL PATIO _N1
TREAD 12"
RISER APPROX 6m
15-
131-IT 239-6w
21"-94- OiN
1099-7m
FIRST FLOOR PLAN NO : DATE REVISION
INV \,t2y. 1/4 m 1 1-0"
Dwg File No.:
Project No.:
Date: DECEMBER 7. 2012
Sheet No:
A2 . I
JO
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77
Angela
Sclilfanella
1352 Avondale Avenue
Jacksonville, Fl 32205
Ph: 904 388 4043
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New Residence for
David & Suzi
UNE OF BRICK ABOVE
Rogers
345 6th Street
r r L ----------------------------- Atlantic Beach, Fl
UNE OF BRICK ABOVE 4'-10m 99-5� Sheet Title:
21 1-9 a V-100 21'-5� Foundation
Layout Plan
109*-70
AU
NO DATE REVISION
FOUNDATION LAYOUT
1 /4 1 0-0" Dwg File No.:
Project No.:
Date: DECEMBER 7. 2012
Sheet No:
A292
i 1:
jL ' 'L
Angela
ScHilfanella
1352 Avondale Avenue
Jacksonville, F1 32205
Ph: 904 388 4043
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Pro
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David Suzi
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345 6th Street
Atlantic Beach, F1
Sheet 'ntle:
Roof Plan
NO : DATE REVISION
ROOF PLAN
A-2.
1/4 Dwg File No.:
Project No.:
Date: DECEMBER 7. 2012
Sheet No:
A2 ,9
Angela
ScHilfanella
A r c 1 i t L
1352 Avondale Avenue
Jacksonville, Fl 32205
Ph: 904 388 4043
TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 DECORA11VE PATTERN SHAKES
OOR SCHEDULE COORDINATE OPENING SIZES W/ MANUFACTURER'S INFORMATION.
MARK DOOR SZE MAT LOCATION TYPE LEAVES PRODUCT REMARK CEDAR CORBES
A 3'-4xx 770m F I B E R_G_L7G_L EXT 1 1 SWING ENTRY DOOR SE ELEVATION ,-_�lxfl HORIZONTAL TRIM Z
5-4"x 8'-0' MDF PANEL DR INT 3 2 POCKET 0
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M 2'-6"x T-O" WOOD/CLAD EXT 2 SWNQ PELLA FRENCH DOOR WTBLINDS
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0 2'-8*x 8'-0' FIBERGL EXT 3 1 SWNQ 0 _J <
X :1 1 1 1 Li LIJ
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BRICK LIGHT 0 HOUSE NUMBERS // I
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ELEVATION a I
1/4 V-0" 4-0
-C
0 City of Atlantic Beach
Planning and zoning Department
-C This approval verifies compliance Wth applicable
0 zoning, subdivision
and other local land
(1) development regulations, but does not constitute
2 0 approval for the issuance of Permits. compliance
— with Florida Building Code and all other applicable
4) local, State and Federal permitting requirements
must be verified by signature of the City of Atlantic
Beach Buildinq Official prior to ffie issuance of a
Building Permit.
<
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Approved By:
GABLE END WOOD LOUVER C14 0V =r
GABLE END WOOD LOUVER
h "a" Date:
(NO VENT) 0
(NO VM _J
N
Z1_ 2;/6
————————————————
-—- --——— ———-————————-
Project:
40 YR. FIBERGLASS RE)WORCED ASPHALT
SHINGLE OARCHITECTURAL STYLE! ON M FELT
MLDEW RESISTANT SHINGLE COLOR AND STYLE New Residence for
01
TO BE SELECTED BY OWNER.
David & Suzi
0�
Rogers
1,
345 6th Street
PAINT FINISH
BRICK VENEER
LLU Atlantic Beach, Fl
X
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NICHIHA SERRA PREMIUM SHAKES
Sheet Title:
Elevations
ILI UUU-j
III H H i 11 11 11 11 1 11 11 11 11 11 11 11 1 11 1 11
-------------------
—---——————————————— rT� ELEVATION r24), ELEVAT10N
1/4 is-011111 .1 1/4 119 V-00
NO : DATE REVISION
Dwg File No.:
Project N o.:
Date: DECEMBER 7. 2012
Sheet No:
A3 ,e 1
PROVIDE SELF ADHERING WATERPROOF Angela
MEMBRANE 0 ROOF WAU INTERSECTION. ScHifanella
TURN UP WALL UNDER THE BUILDING WRAP
12"MIN FLAT TRIM I.
2J-4" A
FLAT TRIM
2x8 FASCIA 1352 Avondale Avenue
Jacksonville, Fl 32205
Ph: 904 388 - 4043
CEDAR 40
ab
CEDAR 4x6 W/
RADIUS 2-110"
C-4
WNDOW SCHEDULE ALL WINDOWS ARE MARVIN INTEGRITY UNO. COORDINATE OPENING SIZES W/ MANUFACTURER'S INFORMATION.
MARK UNIT SIZE MAT TYPE REMARK GLASSTYPE
1 2'-0* x 3'-Cr CLAI FIXED OVAL OVAL 2436 INSUALTED GLAZED SIM. DIVIDED LIGHTS SEE ELEVATIONS FOR PATTERN
2 4!-0* x 4!-Cr ULID FIXED PROTECTIVE WINDOW FOR STAINED GLASS PANEL
3 2'-r x V-7" ULID FIXED ICAP 2919 INSUALTED GLAZED SIM. DIVIDED LIGHTS SEE ELEVATIONS FOR PATTERN
3A :t-4! x l'-7" ULTRX/WD OPERABLE IFAN 2919 INSUALTED GLAZED SIM. DIVIDED LIGHTS SEE ELEVA11ONS FOR PATTERN PROVIDE SCREENS
-`\ BRACKET DETAIL
4 2'-6* x 4!-0* ULTRX/wD CASEMENT EMF-ss FICA 2640 INSUALTED GLAZED SIM. DIVIDED LIGHTS SEE ELEVATIONS FOR PATTERN r3
5 2-2* x 4!-8! ULID DOUBLE HUNG 3W 1TQH 2656 INSUALTED GLAZED SIM. DIVIDED LIGHTS SEE ELEVATIONS FOR PATTERN PROVIDE SCREENS 1/4" is-099 z
r4 *"`IIIIlPART1AL ELEVATION 0
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40 YR. FIBERGLASS REINFORCED ASPHALT 40 YR. FIBERGLASS REINFORCED ASPHALT w
SHINGLE "ARCHITECTURAL STYIE' ON 30LB FELT SHAKES & FLAT TRIM 0 FACE OF GABLE SHINGLE "ARCHITECTURAL STYLE` ON 30LB FELT
MILDEW RESISITANT SHINGLE COLOR AND STYLE it U.J
TO BE SELECTED BY 01 < r--
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Approved EW. —.nf ni
CN
r" Date,
ELEVATI ON 0
1/4 is—on N
Project:
New Residence for
2
F—I David & Suzi
Rogers
------- 345 6th Street
LI 1 Atlantic Beach, F1
Sheet Title:
Elevations
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BRICK LANDING & STEPS TO GRADE
SKIM COAT STUCCO ON STEMWALL
Dwg File No.:
TREAD 12"
RISER APPROX 6" Project No..
Date: DECEMBER 7. 2012
Sheet No:
2 ELEVATION A3 ,9 2
is-0011
1/4
Angela
ScRifanella
1352 Avondale Avenue
Jacksonv'lle, F1 32205
Ph: 904 388 4043
WOOD PILASTERS— SEE 11-3n
ELEVA11ON FOR TRIM
_.",,,,�LUM FRAME SCREEN PANEL
SYSTEM— WHITE FRAME W/
CHARCOAL SCREENS
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TO BE SELECTED BY OWNER. 0
NOTES:
IF BLDG WRAP "TYVEK' OR EQ IS w
SUBSTITUTED FOR ASPHALT BLDG. FELTS,
INSTALL IN ACCORDANCE W/
MANUFACTURES GUIDEUNES FOR EXTREME 0
WEATHER CONDITIONS z
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OR FIBER CEMENT PRODUCT BY JAMES
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2x4 FASCIA W/ 2 1/2- ALUM DRIP 2'-4 ————————————
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ROOF SHEATHING AT EAVES TO BE PLYWOOD BEADBOARD,
MATCH THICKNESS OF MAIN ROOF & INSTALL 1X4 BEAD 0
04
BOARD SURFACE FACING DOWN. ALT: APPLY 1x4 V JOINT
T&G BOARD TO UNDERSIDE OF SHEATHING. BED MOULD
TOP OF PLATEk
1/2 FILLET Project:
/2- GWB
ew esi ence or
BEID MOULD 0 PILASM CAP AA
W/ 1/2 FILLET BELOW David Suzi
-6
Rogers
50 MAINTAIN I' AIR SPACE
345 6th Street
ALUM FRAME SCREEN PANEL Atlantic Beach, Fl
SYSTEM— WHITE FRAME W/
CHARCOAL SCREENS
1) LAYER 30 LB FELT W/ FULL LAP PILASTER BASE— BED MOULD
ON STRUCTURAL SHEATHING AS SPECIFIED ON 1 X4 BASE
ALL NAILS & FASTENERS TO BE STAINLESS STEEL
Sheet Title:
SILL SLOPE TO DRAIN
PAINTED BRICK VENEER
I x2 TOP RAIL
COMBINATION BRICK FLASHING & TERMITE Sections
1x4 V—JOINT PANEL
80
SHIELD TO BE NON CORROSIVE METAL OR 20
PLYWOOD OR EQ.
to 40 MIL THICK PLAS11C TOP OF 1 x6 BA I I TOP OF
1
SUBFLOOR T
OOR
WEEPS 0 2e OC
a
TOP OFGARAGE BRICK SKIRT
SMOOTH TROWEL FINISH, PAINTED OVER
go
e CONC. SLAB ON COMPACTED FILL
GROUT CAVITY SOUD BELOW FLASHING OVER 6, ML POLYEHTELENE VAPOR BARRIER
4! CONC. SLAB ON COMPACTED FILL
OVER 6 ML POLYEHTELENE VAPOR BARRIER
NO : DATE REVISION
SECTION SECT ON Dwg File No.:
w it—on 2 1 Project No.:
\�,�4.1 1/2 \'�4.1 1/2 1 _0" Date: DECEMBER 7. 2012
Sheet No:
A44,
Angela
Sclilfanella
2*-401 RAFTERS & TRIM
2x8 FASCIA
1352 Avondale Avenue
Jacksonville, F1 32205
Ph: 904 388 - 4043
ROOF SHEATHING AT EAVES TO BE PLYWOOD BEADBOARD,
MATCH THICKNESS OF MAIN ROOF & INSTALL 1X4 BEAD
BOARD SURFACE FACING DOM. ALT: APPLY 10 V JOINT
T&G BOARD TO UNDERSIDE OF SHEATHING. � 77�
COMPOSITE SHUTTERS ;0
1'-80W x 7'—O"H
COMPOSITE OR CEDAR SHAKES I r
FOR PATTERN SEE ELEVATION
is-09
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SHINGLE "ARCHITECTURAL STYLE" ON =2 FELT
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1" it-091
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APPLIED TO UNDERSIDE OF ROOF DECK.
12
7
NON VENTED ATTIC
0
04
L 21-4 to Project:
ENGINEERED ROOF TRUSSES
FOR LOCATION Of ATTIC—SEE 'MUSS PLANS New Residence for
1x6 TM V JOINT CLG PAINT nNISH
David & Suzi
1.11' BED MOULD 1000, r GWB TOP OF PLATE Rogers
345 6th Street
J 4 Atlantic Beach, F1
MICK ARCH SEE ELEVATION
Z6
FIXED PICTURE WINDOW OVER STAINED
GLASS BY OWNER
Sheet Title:
ections
COORDINATE W/ FINAL KITCHEN DRAWINGS
oe-
'00
1 (1) LAYER 30 LB FELT W/ FULL LAP
0 ON STRUCTURAL SHEATHING AS SPECIFIED
ALL NAILS & FASTENERS TO�BE STAINLESS STEEL
T&G HARDWOOD FLOOR ON
3/4" EXTERIOR GRADE COX PLYWOOD
R-13 BATT INSULATION
SUBFLOOR OVER (2) LAYER 15 lb ASPHALT FELT
SET ON MASTIC COATING. LAP BUILDING PAPER 47 MIN. NICHIHA SIERRA PREMIUM SHAKES OR EQ.
TOP OF SLAB NO DATE REVISION
BRICK SKIRT AND PAVING 0 ENTR
1111 711 r y
dl ,------SKIM COAT STUCCO ON STEMWALL
Dwg File No.:
e CONC. SLAB ON COMPACTED FILL
Project No.:
OVER 6 ML POLYEHTELENE VAPOR BARRIER
SE Date: DECEMBER 7. 2012
CTION
Sheet No:
��-2 1/2 —0
Angela
Scffifanella
A
1352 Avondale Avenue
Jacksonville, Fl 32205
Ph: 904 388 4043
LAP BUILDING PAPER
CP
OVER HEAD FLASHING
00 SEALANT
J.
T.
ASPHALT FELT
BUILDING PAPER
SEALED TO JAMB HEAD R-
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ASPHALT FELT (n
BUILDING PAPER
W
SELF ADHESIVE FLASHING
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PREPARE STRUCTUAL OPENING INSTALL SILL PAN OR SILL FLASHING INSTALL WINDOW. PROVIDE CONT. SEALANT BED APPLY JAMB FLASHING OVERLAP SILL FLASHING APPLY HEAD FLASHING INSTALL FIRST COURSE OF ASPHALT FELT
INSTALL FIRST COURSE OF BUILDING PAPER SET IN BED OF SEALANT. BENEATH MOUNTING FLANGE AND EXTEND JAMB FLASHING 8-1/2- ABOVE HEAD OPENING EXTEND BEYOND EDGE OF JAMB FLASHING. UNDER FRONT FACE OF SILL FLASHING. PROVIDE FULL it
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LAP TO ACHIEVE (2) LAYERS 30 LB FELT.
PROVIDE BEAD OF SEALANT AROUND OPENING
SEAL FELTS TO JAMB & HEAD FLASHING
2
NOTE: PROVIDE SILL FLASHING BELOW ALL DOOR THRESHOLDS V-
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K�2� OPENING FLASHING DETAILS LLJ
Is 19-091
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40 YR. FIBERGLASS REINFORCED ASPHALT
SHINGLE "ARCHITECTURAL STYLE's ON 30LB FELT
MILDEW RESISITANT SHINGLE COLOR AND STYLE
TO BE SELECTED BY OWNER.
"ICYNENE" OPEN CELL SPRAY FOAM INSULATION
APPLIED TO UNDERSIDE OF ROOF DECK.
FOR CONNECTORS, TIES cn
BEAMS & FRAMING- 12
SEE STRUCTURAL 7
NOTES: C
NON VENTED ATTIC IF BLDG WRAP "TYVEK' OR EQ. IS
C14
SUBSTITUTED FOR ASPHALT BLDG. FELTS, r"
INSTALL IN ACCORDANCE W/ 0
MANUFACTURES GUIDELJNES FOR EXTREME 04
WEATHER CONDITIONS
EXTERIOR TRIM TO BE PRIMED CEDAR
OR FIBER CEMENT PRODUCT BY JAMES
HARDIE OR EQ
IN AHU AREA PROTECT FOAM INSULATION Project:
W/ FIRE RESISTANT COATING
PARTIALLY FLOORED ATTIC - SEE TRUSS New Residence for
DRAWINGS FOR LOCATION
David & Suzi
zEXPOSED 2X8 DECORATIVE RAFTER TAIL
TOP OF PLATE Rogers
y
2x4 FASCIA W/ 2 1/2" AWM DRIP
5/8- GWI3 W/ SMOOTH FINISH 1 1/2' BACK BAND W/ FLAT CASING
FOR CROWN, CASING & BASE SEE NOTES A-2 ROOF SHEATHING AT EAVES TO BE PLYWOOD BEADBOARD, 345 6th Street
4 MATCH THICKNESS OF MAIN ROOF & INSTALL 1X4 BEAD Atlantic Beach, F1
APPLY 1 x4 V JOINT
BOARD SURFACE FACING DOWN. ALT.
T&G BOARD TO UNDERSIDE Of SHEATHING.
4
I" BACK BAND W/ FLAT CASI
WINDOW SEE SCHEDULE
Sheet Title:
1/2' GWB
THRU WALL SILL FLASHING SEAL & b
Sections
TAPE ALL JOINTS- SEE FLASHING DETAILS -CD
LAYER 30 LB FELT W/ FULL LAP
ON STRUCTURAL SHEATHING AS SPECIFIED
ALL NAILS & FASTENERS TO BE ,6TAINLESS STEEL
T&G HARDW000 FLOOR ON
-1 31e EXTERIOR GRADE COX PLYWOOD R-13 BATT INSULATION
SUBFLOOR OVER (2) LAYER 15 lb ASPHALT FELT NICHIHA SIERRA PREMIUM SHAKES OR EQ.
SET ON MASTIC COATING. LAP BUILDING PAPER 4!' MIN
ALL WOOD IN CONTACT W/ CONCRETE, CMU
OR GROUND SHALL BE TREATED
PROVIDE TERMITE TREATMENT & SHIELD
TERMITE SHIELD TO BE NON CORROSIVE METAL
OR 20 TO 40 MIL THICK PLASTIC TOP OF SUBR.00R
NO : DATE REVISION
y
SKIM COAT STUCCO ON STEMWALL
Dwg File No.:
e CONC. SLAB ON COMPACTEDnLL Project N o.:
OVER 6 ML POLYEHTELENE VAPOR BARRIER
Date: DECEMBER 7. 2012
FOR FOOTING & STEM WALL
SEE STRUCTURAL Sheet No:
SECTION
—on
1/2
A4e3
ILL--
Angela
ScRifanella
A
1352 Avondale Avenue
Jacksonville, F1 32205
Im MIN AN SPACE Ph: 904 388 4043
BRICK VD EER
STAINI FS9 BRICK VENEER TIES:
WIRE I—ES1170 BE MIN. 9 GA.
CORlRNWUGA TIES MIN 22 GA.
PLACE EER TIES 0 160
O.C. & 16* HORIZ. TYP-
AT OPENI GS:
PLACE WAN 12" OF OPG-
& AT 3- O.C. MAX.
15# ASPHkLT SATURATED NAIL w/MIN. OF (2) 8d STAINLESS NAILS
BUILDING !ELTS MINIMUM INSULATION PER SINGLE APPROX. 0 6*0.C. R-13 INSULATION
UP TO, B-'. e VERT & HORIZ.
LAP FELTS OVER HEAD FLASHING GWB
)RIZ.
ASHING
15# ASPHALT SATURATED 1/2' GO
BUILDING FELTS MINIMUM
LAP TO BE Or VERT & HORIZ.
LAP FELTS OVER HEAD FLASHING
FLEXIBLE ADHESIVE HEAD FLASHING
FLEXIBLE 1EMBRANE FLASHING z
LAP
HEADER SEE STRUCTURAL OVER DRIP CAP 0
HEADER SEE STRUCTURAL
ALUMINUM FLASHING ABOVE DRIP CAP
MAINTAIN lle GAP ABOVE DRIP CAP
WEEPS 0 24! O.C. w
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WOOD CASING TRIM
WOOD CASING & TRIM LU
GALV. LIN ANGLE <
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BRICK M(LD WOOD CASING Ld
WOOD/CLAD WINDOW
WOOD/CLAD WINDOW
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WOOD FRAME WALL SEE STRUCTURAL FOR z
CONNECTIONS & NAILING
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HEAD DETAIL
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STAINLESS BRICK VENEER TIES: = 1 1-099
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WIRE TIES M BE MIN. 9 GA. 4J
CORRUGATED TIES MIN 22 GA.
PLACE VENEER TIES 0 16'
D.C. VERT & 160 HORIZ. TYP. WOOD BASE SHOE
AT OPENINGS: L
PLACEJIES
W N 12" OF OPG-
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15# ASPHALT SATURATED
BUILDING FELTS MINIMUM Construction
LAP TO BE 80 VERT & HORIZ. <
LAP FELTS OVER FLEXIBLE FLASHING CLAD/WOO1D WINDOW N
CLAD/WOOD WINDOW r" Documents
FLEXIBLE MEMBRANE FRLASHING 0
04
6 MIL POLYETHLENE VAPOR BARRIER
LAP & SEAL JOINTS
WEEPS 0 24! O.C. Project:
SLOPED SILL New Residence for
W/ DRIP WOOD CASING & TRIM
WOOD CASING & TRIM
David & Suzi
SILL PAN FLASHING W/ 1- MIN
SILL PAN FLASHING W/ 15 MIN END DAMS. UP SILL FLASHING OVER
sEALAN ' & BACKER ROD Rogers
END DAMS. LAP SILL FLASHING OVER THRU—WALL FLASHING/ OVER ASPHALT BLDG FELTS
OVER THRUI WALL FLASHING & BLDG FELTS TERM17E SHIELD
SLOPED BRICK SI
M
15 DEG i IN. GROUT CAVITY SOLID BELOW SHOW 6th Street
WEEPS 0 ZC O.C.
Atlantic Beach, Fl
1/f M
1/2' GWB A
THRU-1 FLASHING BATT INSULATION INSULATION Sheet Title:
Details
15# ALT SA11JRAlED 15# ASPHALT SATURA10
BUILDING FELTS MINIMUM
FELTS MINIMUM LAP TO BE go VERT & HORIZ.
BUILDIN
LAP TO BE 80 VERT & HORIZ.
BRICK I FNEER TIES:
STAINU SS BRICK VENEER TIES:
WIRE T! 'S TO BE MIN. 9 GA.
coRRU(ATED TIES MIN 22 GA. FOR STEMWALL & FOUNDATION DETAIL
PLACE fiNEER TIES 0 16"
O.C. VE RT & 160 HORIZ. TYP- SEE STRUCTURAL
NO : DATE REVISION
I z Z—
�5 SILL DETAIL Dwg File No.:
�5 " = it—on
-1 3 Project N o.:
Date: DECEMBER 7, 2012
Sheet No:
STEMWALL DETAIL
/*'02� SILL DETAIL
3 V-0"
3 V-0
A5 ,9 I
GLASS HOOD Angela
ScHifanella
C
7- _7
1352 Avondale Avenue
Jacksonv'lle, F1 32205
Ph: 904 388 o 4043
STAINED GLASS INSERT
)ANTRY W/
2'-8 11 —on PANTRY W/
ULL OUT SH.
PULL OUT SH.
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0 0 0 00 0 0 0
0 0 0
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3 S-00 2$—ON i'_O 0
6 1-80P sm _10j" 3'-0- 1'-101. 2 1_810
7'_5 0 2—on 1 2—8
rT� INTERIOR ELEVATION
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PICTURE LIGHT r"
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Project:
3 1/2' CASING W/ BEAD
New Residence for
David & Suzi
Rogers
7 1/4" BASE —1 L
HL 345 6th Street
iLl Atlantic Beach, F1
riNNINTERIOR ELEVATION
INTERIOR ELEVATION 6�-1 1 2 Is 1 1_019
1/2 Is i I—Opp
Sheet Title:
5 1/4' CRON
Interior
Elevations
3 1/2" CASING W/ BEAD
REVISION
Dwg File No.:
42" ISOKERN 7 1/2" BASE Project No.:
FIREBOX Date: DECEMBER 7. 2012
Sheet No:
IN TERI OR ELEVATION
7'-1 OJ' 2'-4J" t**�81NTERIOR ELEVATION
7 Is
\t10 A6 ,9
1/2 1'-0" 1/2" 1'-0"
-4
NOTES: Angela
ALL RE TACLES IN
BATH & KITCHEN AREA TO BE GFI ScHifanella
ALL S DARD OUTLETS 0 COUNTER AREA
TO BE NTED 0 4f AFF UNO.
COORDNI TE LOCATION OF POWER SUPPLY
FOR KI EN APPLIANCES W/ OYMER'S KITCHEN 1352 Avondale Avenue
C T - KITCHEN POWER SHOWN FOR
IN=A ON ONLY. REFER TO CABINET Jacksonville, F1 32205
DRAVAN FOR DETAILS. POWER, GAS AND
APPLIAN INFORMATION. Ph: 904 388 4043
ALL EUX IOR OUTLETS TO
HAVE ATHERPROOF COVERS
"All electical wiring to be In accordance with '08 NEC. Provide arc-fault circuit interrupters In
all bedrorns per article 210-12."
ELEMRICAL KEY
TELEPHONE/DATA
SWITCH
OUTLET
120/240 OUTLET
240 JUNCTION BOX
FLOOR OUTLET z
0
V)
V)
RECESSED CAN LIGHT
4" RECESSED CAN UGHT Ld
WALL WASHER z
W
Ld
SURFACE MTD. LIGHT FIXTURE/PENDENT z
EXT. LANTERN
0
SHOWER/CL UGHT
0
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UNDERCABINET LIGHT 0
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CLOSET JAMB UGHT Ld
EXTERIOR FLOOD
0
WALL SCONCE
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CATV CABLE TV
0
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SPEAKER
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MOTOR LIGHTIN6 <
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EF L__J I AT EAVE
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FAN LIGHT Project:
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960 AFF 'P:�I IP�l IE�E, AFF 01
David & Suzi
I D
A D NETWORK A
I M-VT- 1 0 a Rogers
BRICK LIGHT KL��""�41m4j)_
ON PV SENSOR 9 WAFF WAFF :T8eAFF so,�Tn I q u
A
-(/nlm A �Umt 345 6th Street
W VOLT. CAB LIGHTING L Atlantic Beach, Fl
A A
A
EF D OCATV
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Sheet Title:
I PANNII - D A A
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CATV(p A B A B Electrical
B OPENER
IN ATTIC OVE 00 Floor Plan
GABLE N DOW _J
CC FAN LIGHT All
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A A A A
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SID CATV CATV 0 0
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IF— 1117-7--ji IFE-El _1F===_MF-=1H III lH NO DATE REVISION
_rJ1
A
6S F
T EAVE
I LP GAS CU Dwg File No.:
I L J Project N o.:
K�i� FIRST FLOOR ELEC. PLAN Date: DECEMBER 7, 2012
1/4 1 0 Sheet No:
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