Paradise Court 606 DESIGq CRITERIA SCHEDULE "C" ROOF TR SS, Headers per sheet J' roof h Fo-d e_rs
RECOMMENDED STUD SIZES AND SPACING 47 trusm per sheet#
LNE LODS;
ROOF..................I......................................................................20#/sq. It.
WALL PLATE HEIGHT STUD SIZE SPACING
FLOOR.................................................I........... ..........I...........40#/Sq. ft. C S I B."s
WIND-VADS: 8'-D" THRU 9'-10" 2x4 16,
WINDJOCITY (PER SBC-1997 EDITION)..................................100 M.P.H. 10*-0* THRU 14'-0' 2x6 16"
SEI m LOAD (PER SBC-1997 EDITION).................�EFFECTIVE PEAK ACCELERATION, Ao<0.05
EFFECTIVE PEAK VELOCITY, Av<D.05 14'-1*THRU 18'-6* 2x8 15" 20 go. 24" Iong
GE�_'RAL STRUCTURAL NOTES: twisted strop
19--0' THRU 22'-0' 2x8 12" 112)?NDINOUS
:'IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 2x10 12" TU S
1)F�UIREMFNTS OF THE AUTHORITIES RAVING JURISDICTION OVER THIS TYPE OF I ,--—1/2*0 GATOR BOLT
ONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN.CONFORMANCE THE PLATE HEIGHT REPRESENTS THE VERTICAL PER SHEET Ott 5&VAL
ATH ALL APPLICABLE CODES AND REGULATIONS. UNINTERRUPTED SPAN LENGTH OF THE STUD.
U
:'ji..9
t24 Sir..
,d
IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
2)THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOADS TO SHEAR WALLS DOES EXIST.
TO COMMENCING WORK. THEN THE SCHEDULE SHOWN ABOVE DOES NOT
APPLY.
3) C NTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS. ANCHORS, 0 GATOk BoLr
AN)LES, PLATES, OPENINGS, SLEEVES. HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D"
BE REQUIRED BY ATTACKED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA NC WALLS
4) TI ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
REIRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER.
OPENING WIDTH IN FEET 4-
5) ALIL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO S-O" 3*-1" THRU 6'-0 6'-1*THRU 1 (2)HTT Lrrm,1161forsok),
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. LINTEL (3)-2x8's (3)-2xlO*s (3)-21 12's EXTERIOR WALL OPENINGS
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AV/41ABLE. FOUNDATIONS WERE DESIGNED JAMB USE TWO(2)STUDS OF THE SAME SIZE AS THESE OF THE WALL BON C: ^E CONCRETE SLAB
FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING -E�� STRAPPING 0 TOP Sk BOTTOM EXCEPT AT
CO\IDITONS TO THE DESIGNER PRIOR TO COMMENCING WORK. TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED IS*EAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN CONCRETE
THE THREE (3) PLATES MENTIONED ABOVE. ON SHEET #9 OF THE DRAWINGS SLAB
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND / I
if
SECUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE P AT:S. (N.T.S.)
CON STRUCTION NOTES:
ER'CTION. 4
CONCRETE: PREENGINEERED ROOF TRUSSES Detail "B", Jamb strapping
1) 4 CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI GATOR NUT @ top & Bott.
COMP�ESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. )SCSI
2) F, TINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON x 3"x 3*x Detail Jamb strapping
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM k CATOR WASHER ((N.T.S.))
DRY DENS11Y (ASTM D1557) FOR A DEPTH OF AT VAST ONE FOOT(I ft.) BELOW THE BOTTOM OF THE FOOTING. HURRICANE STRAPPING PER @ top & Bott.
3) HEARING MATERAIL: THE FOOTINCS SHOULD BEAR IN EITHER THE EASTING FINE SANDY SOILS,
U41CH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING SCH. -A- ON SHEET IIIIII)
LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED
PROCTOR MAXIMUM DRY OENSn (ASTM C11557) ((N.T.S.))
4) R 4FORCING STEEL ShALL BE ASTM A-615 GRADE 6D STEEL CONFORMING TO ACI 301,
AC 315. ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS.
5 Aj 1/2-0 GATOR BOLT
CONT'NUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE /—PER SHEET ji
LAP SPLIRD A MIN. OF 36 BAR DIAMETERS OR 24', WHICHEVER IS GREATER UNLESS
OTiERMSE NOTED.
6) Ti E RN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT.
FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches GATOR COUPLER
SLAB ON GRADE.......................................................CENTERED
7) HORIZCNTAL BEAM AND FOOTING BARS SWL BE BENT 1'-0-AROUND CORNERS OR TOP PLATE
CO,?NER BARS WITH 2'-0- LAP SHALL BE PROVIDED. OF WALLS
.r RIM JOIST,OR BEAM
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT
REIIAFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH AR E PLASTIC-TIPPED OR STAINLESS STEEL.
9) ALL REINFORC114C DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED
OTHERWISE ON-THE STRUCTURAL DRAWINGS. IJSE
10� ALL. CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS 1/2-0 CATOR BOLT
f-)R coNmETE" ACI 318 LAIEST EDITION, AND *SPECIFICATIONS FOR STRUCTURAL CONCRETE PER SHEET jF01
FOR BUILDINGS" ACI 301. GATORCOUPLER
MATONRY CORNER DETAIL POST STRAPPING 0 TOP.
-0 GATOR BOLTS SPACED (N.T.S.) (N.T.S.)
I) C NCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE 1/2-0 GATOR BOLTS SPACED 1/2 EXPANSION JOINT
PER SHEET #cl ADDITIONAL STUD WALL PER SHEET j ADDITIONX.
R
MAONRY UNITS, TYPE 1. GRADE N-1, NORMAL WEIGHT, WITH A MIN, COMPRESSIVE STRENGTH PIE P RECESS SLAB 3/4"x 10" WIDE
EXP. BOLTS MAY BE NEEDED PER EZA
m - 1500 PSI #4 RODS CON S 6*x 6* OR 4"x 4* POST
OF 2000 PSI ( f L EXP. BOLTS VAY BE NEEDED PEER AT GARAGE DOOR
SHEAR WALL TABLE ON SHEET f4l r4* CONQ SLAB W/6xGxIO,10 W.W.F. SHEAR WALL,TABLE ON SHEE-7 GATOR BOLT SYSTEM USE AgV "51r^P400" POST
6x6x1O/10 Y&W.F. EPDXYGROUT
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. /. .0. -_ INSTALLATION INSTRUCTIONS
_11F FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE DRILL 6' INTO CONCRETE
6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE,
A
MAX. 16 In. D.C..
S7UD WALL
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH I DETERMINE THE STARTING POINT AND MARK EITHER THE
POUR
'L EA 6x6xlO/10 W.W.F. If J-13OLTS'ARE USED CR BOLT LOCATIONS DIRECTLY
6 MIL V.S. OVER . N. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS
WOOD FRAMING (2 C G ARE USED. POST STRAPPINGoeoTTom
WELL COMPACTED TF EATED FILL #5 CONIT. HOOKED CON RETE FOCITJIN
TIED AT CORNERS 2)CORNER LOCATIONS SHALL BE PER DETAIL-L-ON THIS (N.T.S.)
1) ALt WOOD FRAMING SWL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL a.. J4 RODS VERT. ON 48" 0. '. k AT CORNERS. MIN. 18" SHEET.
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. Til-M.
VERT. RODS SHALL BE H( )K:D 6' INTO I . -± 3)INSTALL COUPLERS.WASHERS&NUTS WHERE REQUIRED
FOOTINGS 0 BOTTOM AND 12* INTO SLAB PER DETAIL'J'ON INS SHEET AND PER MANUFACTURER S POST STRAPPING
2) Af STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: M (2)-#5 CONT. HOOKED TURN DOWN SLAB DETAIL BOLT RUN DETAIL (TYP) rj---,,, / A
0 TOP. FOR HORIZ. REINF iRi:EMENT. USE & TIED AT CORNERS RECOMMENDATION*,
TOP & BOTTOM
ON
SAWN LUMBER LAM. VENEER LUMBER 9 go. HORIZ. JOINT Rl:;NFORCEMENT MIN. 18" @ GARAGE (N.T.S.) (N.7.S.)
Fb - 1120 PSI Fb = 2,600 PSI 16- D.C. (MAX.)
FV - 90 PSI Fv = 285 PSI
rcl = 565 PSI E = 1,900,000 PSI 48' (MAX.) OR
Fc = 1,455 PSI CONSULT ENGINEER
E 1.600,000 PSI rw I TURN DOWN SLAB DETAIL BLOCKING REO'D.
31 ROOF & WALL SHEATHING SHALL BE 7/16- ORIENTAL STRAND BOARDS (OSO) OR BETTER, 20"(W)x 10"M CONCRETE FOOTING BETWEEN OUTRIGGERS
SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 RODS CONT. 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER
I EXCEPT 0 GARAGE 4" FROM CABLE END A a 48,D.C. HURRICANE CUP H-Z5 OONT.20 SCAB FROM TOP 70
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE 7/16-STRUCTURAL ROOF SHEATHING U-HANGER OR EQUAL 0 45"D.C. BOTTOM CHORD TO SERVE AS NALER
OR SOIL SHALL BE PRESSURE-TREATED. TYPICAL FOUNDATION DEfAIL F — —— — — — — — — — 6x6x1O/10 WW.F. 7 2x4 BARGE RAFTER CONT. FOR X-EIRACING 0 a'O.Q PROMDE CLIP FOR 400 Ills,
;I ..:.:,- . ..... ! SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH TRUSSES 0 24*O.Q
APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM FASCIA a BOTTOM NORD OF CABLE
A-153-BO. 1) 11 1 12d NAILS 0 8* 0.c. END TRUSS
SCHEDULE A t 2x4 X-BRACING
6)ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C, SPECIFICATIONS. RODS CONT. a 6, 0.C. lo TOP CHORD OF GABLE ENO (3) 112d NAILS
FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVAN IZED TO ASTM A-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PL;TE TRUSS DROP 3-1/2 DOUME TOP PLATE
to 0 loco
0
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. OF BEARING WALLS (PRE-ENGINEERED FRAMING) 7 2x4 SCAB CONT. TOP TO 21 AX
BOTTOM CHORD 0 8 ft. M
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 TRUSS No. OR UPLIFT TRUSS TO TOP INTERIOR STEP DOWN DETAIL FROM.GABLE OPENING -
INS�IEAD OF SYP #2. -DESIGNATION* (Ibs) PLATE OR TO STUD. TOP PLATES TC F1 IOTINGS — — — — — — — — — — — — — — — — — — — -
CONT.2x4 SCAB FROM TOP 70
GATOR BOLT SOLE PLATE SHALL BE BOTTOM CHORD 0 X-BRACING 2x4 BLOCKING 0 48*D.C. BETWEEN
ALL TRUSS ENDS ANCHORED TO SLAB W/ 2x4 SCAD IF VERT (PROVIDE ADDITIONAL 2x4's AT CADLE END TRUSS AND FIRST
EXCEPT ONES COMMON
-------r 0--TTS L51II2. SIM 2x4 VERTICAL IF HIGHER THAN 48" TRUSS
OUTLINED BELOW SHOWN ON SHEET 0 STUDS 1/2"0 GATOR BOLTS SPACED WES IS NOT PRESENT
_DULE "B" — MISCELLANEOUS FASTENING SCHEDULE I I _ fSop, 1/2"If CATOR BCL7S4 AC!D AS a 16" D.C. TO FORM AN -L- SHAPE)
SCHI TwIsi- 71t6f PER SHEET #1 ADDITIONAL CONT. 2x4x8,*#2 SYP. LATERAL
6x6x1O/10 W.W.F. EXP. BOLTS MAY BE NEEDED PER (3)124 NAILS BRACE 0 4tr O.C.
CONA'_CTION FASTENER NUMBER OR SPACING Tr�_Gllrj-IT31 1/2"0 GATOR DOL75 5 AC:D AS SHEAR WALL TABLE ON SHEET J1 AT X-BRACING BOTTOM CHORD OF (3) 12d NAILS ISOMETRIC VIEW
TOP 04 SOLE PLATE TO STUD, END NAIL 16d COMMON 2 '776 L&T?,%ItAfS0?), SHOV.W ON SHEET J.4 H- CABLEEND TRUSS SHOWING LATERAL BRACE TO
SIUD '0 SOLE PLATE, TOE NAIL 8d COMMON 4 neloug Hol.,D'Dowa v rvj)s x (2)-2x4 TOP PLATE CABLE END TRUSS
DOUBLE STUDS, FACE NAIL 10d COMMON 24' O.C. IfC, -PLATFORM FRAMING-
CONT. 2x4x3'#2 3YP-j
W1 LY 12oo: S1 Afso"4. (N.T.S.)
';OUBL- TOP PLATES, FACE NAJL 10d COMMON IS" D.C. 20 STUDS 0 10*D.C.
LATERAL BRACE 0 -1L4UC.
PIATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-iOd COMMON T IT
CUNTH�UOUS HEADER, TWO PIECES r-i%.I,, C
16d COMMON 16' O.C. ALONG EA. EDGE 2x4 BLOCKING 0 2,V D.C.
ti 66 M&T, (2)-#S RODS CONT. BETWEEN CABLE &FIRST RU S j A -CAD FILE I IAME
ro g...Rl
1VO)D PARTICLEBOARD SHEATHING: 02 71clowo NIA' f--20' CUP 0 48"D.C.. CLIP S LOT. Zo pAgADISIZ:
------ PROVIDE A MINL 400 Itis OF SHEAR,
_kff OR 613E�FE� Bd COMMON 6* D.C. EDGES & If
8* O.C. INTERMEDIATE -ro II&T-7."isi 5008 INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING L1 DRAWING 0.
WALL - 7/16" OR GREATER 8d COMMON 6* D.C. EDGES & CABLE END
NOTE: DRAWN BY: APPROVED
12" D.C. INTERMEDIATE UNBRACED LENGTH OF X-BRACING MAY CRT.&) t
FLOORI- 3/4- f&G PLYWOOD 8d COMMON 6' D.C. EDGES & MISC. FOUNDATION DETAILS NOT EXCEED 10 1L. IF LENGTH DOES APPROVED By- LJG
12" D.C. INTERMEDIATE SEE TRUSS ENGINEERING BY -.FOR TRUSS DESIGNATIONL EXCEED 10 ft, ADDITIONAL SCAB 11ii REO'D. SHIEE7140
CUT.S.; UATE. 0% GA,Al to
-ILA,-WALL TAQLE�__Q_E_ A S NOTED
-- - — — — — — — — 71 — — — — — — — — — — —
FLAT CE1111'* TABLE. FOR SHEAR. WALLS FRAMING
(GROUND FLOOR)
Jk 14 THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE
LANAI
CATHEDRAL CATHEDRAL 0 NOTED IN THE TABLE.
CEILItr7 A� WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS
a GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/2" & 5/8* THICK BOARP
60-0) RESPECTIVELY.
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2*ox 10" LONG *J-13OLTS' (A307 STEEL) FOR EXTERIOR WALLS
OR 1/2*0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
W KNEEWAI.I. OR SHEATHING TO STUISI FLOOR TO FLOOR
WICOLUMN REQ'Do SINGLE
FLAT CEILING
LIVING 42" DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING
caumN TO KNEE
ORCH WALL 6)
ATHEDFAL CEILING 0 7/16" OSS SINGLE 6- / 12-
600 O.C.
(BLOCKED)
><
TOTAL At AREA
PLANT SHELF KITCHEN, (7/106 OSB SINGLE 4* 12o 60* O.C.
SL �KED)
1201 f i:
x
-FEt Ry
ADD17IONAL NOTES:
1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SMALL BE
PLANT SHELF BOLTED PER DETAIL *8' ON SHEET #10
HALL
.... ... 2) ALL EXTERIOR WALL OPENINGS 01-HER THAN THOSE MENTIONED A13OVE SHALL
8'FLAT CEILIW-; BE BOLTED PER DETAIL *V ON SHEET #1 D
...... 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
a SCHEDULE W-ON SHEET i STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
) P03
_j
ACTING SIMULTANEOUSLY WITH UPLIFI` FORCES.
>103ATH,.
ATTIC ACCESS-PECK FLOCK OF
.8'FLAT,' AlT)CWlrHPL'(WXV 4) THE ALLOWABLE SHEAR VALUES OUTUNED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
<
CL05ET "8'FLk C�11_1
OTHEPRAL CEILII�G EILII
x HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT
VaUt comvmz5 over '84 AL' >%. 20 CONNECT STUDS TO TOP PLATES. SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF
'LAUI!DP e
�arhnnd clo5et C THE AT CElLk* /'LAUI!DP, 1101/2
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED
c ILR
ABOVE.
/13 TH
FLk CE�l
5) FOR LOCATIONS CLOUDED AS
INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
fG'KEf'PLAl4T Sic r- GARZG�jl
TOP AT V 5 5181 AT F' AT TOP & BOTTOM AS SHOWN ON DETAIL W ON SHEET # 10
6'FLATCEILlf 63
4) Loconoms (.1LOUTIlEt AS .514nLL &E STIZAFPEM prce �DET,41L:'r_" OF Sj4fff#jC)
e�FLA T CEIL11'* OE51GNEP Fol?
MA5TE?[�DFU Y DATH ch 11 5TOFAGE)
MASTE? 6 FLAT CEILING
DEORGIONI
DEDFOOM
\(D>0_3
(BATHEPRAL
CEILI�ry 0
c9l Fo)
'/Z +lTwcAJU Asc
rcfo%.^ Tor fjgjli� to
0 vi eootL,!;,at.5 eve
0'p— or- cis S kow.n 0 vi IA-J OL't
0 N v-
PffOiLN&E-5 Norep rope
?JZ ALL Va"A FITCFES TOM
-See- jet,�_-Q FtArcEur, WAIMPA54.12
L ALLOK CELIIGSforlorEpro
0 CArtfPR I PE FLAT
C65 c LAM I
-DW
ArCRW, I I
LIVING 4r 4
POR H Me
WALL
(ZOD5 PLAN)
X CATI-C 1 L I r." x 4
FtANTUELF 4
TOTAL At AREA I 1,C)I
F-11
1201 f
HALL_ FLAM%fLF T
SIFLAI CEUX;
r-——————
�A
cmw
'frw L
To V.,
Wsrrmw, 81 FLArcrt1r,
I a'FLAT CEUG &Fv,,CE
Lir, VESUIL-PAP CAD FILE NAME
Sr A
LOT- 2-o
CATKORAL TAx �C-Aw / F. DRAWNG NO.
culo \A
DRAWN GY.
APPROVEP)AY.-
02 AppnovED ey. LJG
SHEET NO.
DATE: LOILlis bAB�
SCALD AS NOTED
OF
60,
r
121/2 76 205 IT71/2 19,
- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
— — — — — — — — — — —
— — — — — — — - — — — — -- — — — — — — — — - — — — — —— — — — — —
LANAI - 4" LOWER
70 5o[ ft;
TOTAL SLA[3
AREA
1803 5q ft
I PORCH &rovL pibev'MeA get�ifofcj
- 411 ccm pa&j- ?or
LOWER
1615q ft;
w
— — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — —
SLA13
4- 17-10
GARAGE
QD I
(4
LOWER)
385 eq ft;
L — — — — — — — — — — — --
- - — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
—— — — — — — — — — — — — — — — - -:-- — — — — — — — — — — — — -
— — — — — — — — — — — — — — — — — — — — —
41'
60'
UNLESS RULED OTHERWISE 13Y THE SOIL E14GINEER OR CONSTRUC11ON
PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION
SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP
SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL,
UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL
STRUCTURAL SETTLEMENT.
HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABUSH
THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL
BE RECOMMENDED BY THE SOIL ENGINEER.
IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL
BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING:
THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE
SOIL COND111ON REPORT, THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM SEARING PRESSURE
OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED
SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS
(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED
PRIOR TO COMMENCING WITH FOOTINGS WORK.
LOT. '2 0 c FILE NAME
.. Cod V;
ft E A .............'-/
&EA
D NO NO.
CRAWngy.
APPROVED By. LJG
.1 40u SH. T NO.
DAIL /0\ L
SCALE. AS NOTED 1�
1,4 v OF
...........
DATE:
REAR LEFT ELEVATIONS
C\l
DZ
C"i
=lE
J
I I T-
C\j
K3 El
EH
- - - - - - -- - - - - - - -
PAGE
13UILE) SET
FRONT & RIGHT ELEVATIONS DATE;
I T SCALE: 1/4" 1 FOOT 11/15/01
I r I I I I I
I IT IT
T-- -.7
I T-I
R3 M
6 ,s:
I/
n C\l
k-A
Till illilillifil 1111111111ilillillill ] III I I
till 111111 IT III ] I I I I 1 1 , 1 1 1 1 -1 -1 IT
I if
ELI=:
-T- -1
Tz
fl it
T-T-
PAGE
13UILP SET
TELEPHONE OUTLET 4"FROMTOP OF DATE:
DACKS PLASH AND 4"FROM DAR TOP
— — — — — — — -- - — — — —
ELECTRIC NOTES:
11!15/01
NO PUFLEX OUTLETS IN MIRRORS
Fjl RECESSEP LIGHT INSTEAD OF
Lo CHANPELIER
RECESSEP LIGHT IN ALCOVE OUTSIPE
cli
OF MASTER DEPROOM
LANAI
6 - 13ULL3 VANITY LIGHTS IN DOTH oz
Val wr
DATHS - CENTEREP ON MIRROR - NOT-
Y4
ON LAVATORY
MUST PO ELECTRIC WALKTHROUGH
WITH 13UYER C)
WICOLUMN
CN
42"
LIVING.,,
-3 +I CcLaiNTO KNEE
WALL
FORCH
MICROWAVE u
.............
PLANT SHELF TOTAL A/C AREA
Ki N
12015o[ f t 0 (s)
— — — — — — — — — — — — — — — — — — — --
RY
C13
(N ---3
PLANT SHELF
HALL - — — — — — —
BATH
CLOSET
Li
HALL
14
LAUNDRY W 1,12
Lu
F-7
—7y
'r GARAGEJ--,
MASTER bNM ED
�OERO(�M
0
PAGE
13UILI) SET FIRST FLOOR ELECTRICAL
SCALE: 1/4" - 1 FOOT
DATE:
- - — — — — — — — — — — — –
11/15/01
ROOF PITCH UNLESS NOTE[?TO DE
7:12. ALL INTERIOR PITCHES TO H
MAXIMIZED AS 4:12
FLATCEILING
ALL OTHER CEILINGS,NOT NOTE[)TO
DEFLAT I<)
CATHEPRAL LANAI
CATHEDRAL
CEILING
00
r
M"KWEWALL
00
/W/COLLIMN
FLAT CEILING 42"
.. ,LIVING ,-,
CaUMNTO KNEE m
z I
WALL
FORCH
CATI-EDRAL CEILING
Q Jz!
TOTAL AIC AREA
PLANT SHELF
KITCHEN
1201 Sol f t
0
ENTFY-
Y
U-L
P03
PLANT SHELF
HALL
f— — — — —— —
8'FLAT CEILING3
DATH
I / ATTIC ACCESS-DECK FLOOr OF
L CEILING
ATTIC WI Ill FLYN"
CATHEDRAL CEILING CLOSET 8'FLAT CEILIN(
HALL
8'FLAT CEILI
CLOSET
VaUlt,comtinuc5 over / /
WAI I POO
1�ath and clo5ct effLATCEILNG 110112
CATHEDPAL LAUNDRY
GARAGE:
TO?AT 6-5 5le ArF
E0:1
6FLAT CEILING
T U55ES
F
6 FLAT CEILING DESIGNED FOR
MASTER DPRM MASrEF 13ATH STORAGE)
loo 6FLATCEILING 0.3
CATHEPRAL
Cs
VEDPOOM 13EC)ROOM
<
CATHEPRAL P03
CEILING 0
UO2
DOOR SCHEDULE
NUMDER- OTY 51ZE THICKNE��S_CDFE_ REMARKS
POO 2 2L3� 13/4 2&6e,6-FANELSTEEL P13L 13OPE
001 1 16070 1-3/4 16070 PANELED STEEL GARAGE POOP W/MERT5 WINDOW SCHEDULE
P02 1 5068 13114 MARK 50-WHTE COLONIAL QTY 51ZE CODE REMARKS
F5.3 4 2066 13/5 6-PANEL INTERIOR _T_73UN50- MARK 50-WHTE COLONIAL
PO4 1 206& 13/8 6-PANEL INTERIOR-POCKET 6 3060 MARK 50-WHTE COLONIAL
DC5 1 2668 1 13/5 6-PANEL INTERIOR-POCKET 1 4020 15-6"X 5"GLA55 OLOCK
P06 2 2666 1315 6-PANEL INTERIOR 1 4366 306&6-PANEL STEEL DOOR WITH SIDELIGHT
P07 1 2868 1.3/4 6-PANEL INTERIOR-POCKET
Poo 2 12&6b I a4 6-PANEL INTERIOR ROOF FLAN PAGE
DUILL) SET SCALE: 1/4" 1 FOOT
5131/2 DATE:
76 < 21'31/2 19, 11/15/01
610 22 56
HOSE 1311313 LOCATION 06
4
NOTES:
Q)
IRRIGATION SYSTEM
FULL SECURITY SYSTEM
LANAI
CULTUREP MAR13LE COUNTERTOPS IN E3ATHS
107 x t�7 2
!t 0) c\j
NO PANEL WAINSCOT IN HALL 3ATH — FOYER
CZ
0
W461
Lc) 121/2 -36-KWEWALL LAUNPRY SINK — ROUGH ONLY
W/cOLUMN I
42-
LIVING GARAGE POOR OPENER
TO Q)
COLUMN KNEE
FORCH CEILING WALL C) 0
207 x 16'9
71 1517
X
\>< PLANT SHELF KITCHEN TOTAL A/C AREA HOSE DIDD LOCATION
n 9'3 1/2 62 3-6 1/�� 07 x 1T 12015q f t
3�7 1/2 \>\,7'
1�ky'
X5-3 x
V.
Vi z L A
22 PLANT SHELF DOM 6
HALL
67 211
0
OPT.. c\j
DAT/H 1110
79x5'
ATTIC ACCESS-DECK FLOM OF
ULOSET < ATTIC WITH PLYWOOD
PO4 9x5ll
HALL
LAU Fly C,3)I 110 1/2
73 x 510
0 uj
iG,PEEP PLANT SHELF-
[p)(01 c>
TOP AT ee-5 5i8r AFF '41/2 1'1/2 611 GARAGt:
Eo:l _j A C�j
< I< 167 x 194
'C2.3 1 \.22/
Lc)
MASTER 13PRM MWASTEK MTH,
ItIl x 154 <
2'
\7� <
DEPPOOM 13EPF OOM
17'
9'11 x 117 125 1013 IEEE C)
Gash-
9)
77
0 — — — — — — —
-— 777-4-7 7 7 L 7, -7 7 7 03
4,
702 —GLA55 OLOCK
j<26 1/2>— 210 8',31/2 2'1/2>1 87
-EE 1271/2 ��4 1/2 104 10'4 19,
IL
13UILP SET FLOOR FLAN PAGE
r
SCALE: 1/4" 1 FOOT
DATE:
11115fOl
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C)
A
0
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2 -7:5
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/7
City of Atlantic Beach
Planning and Zoning Department
'CIT�AOPFPROVE 0 This approval verifies compliance with applicable
ATLANTIC BEACH
BUILDING OFFIcE: zoning, subdivision and other local land
development regulations, but does not constitute 0' AflaniLic
approval for the issuance of permits. Compliance
02-
with Florida Building Code and all other applicable
local, State and Federal permitting requirements
must be verified by signature of the City of Atlantic
Beach Building Offi3fial prior tio e Issuance of a
Building Permit
By 2WX/'-
-��proved a-44 PAGE
Cbmmu Development 5-1rector FERSFECTIVE
n.t.-A/-0 2--49 2-
FULP SET JOHNSON RESIPENCE