Paradise Court 618 DATE:
(U
co
0
N 06/18/0)
41 .0
C c:
m
:;7,
<
0
N
W)
>%cQ
C4
cq
--t
U-
6
M
0
lu
13
U-i
LL-L
..............
..............................
A?P R 0�j 5-rD
2 3
APPROVED
CITY OF ATLANTIC BM
P, - cjr, % MNING OFFICE
BY PER5PECTIVE PAGFw'
7
DATE:
Go
ocl/18/0 1
F I r2 122 104 54 < 3*4 314
NE
31 1'9 U2 &Co 112 119 112 10`5 1/2 2") 2'G 2'10 Ul)
cf)
cli
nwo I
w4mo
w3012
12N o"or
U)
cc >%
R-tw4'Aw Go 5" cu
t;7=7 cf)
0 DININ7G
W 71 19 x 14' 36'KNELWALL 0-
5 MA5Tr-K BATH
1 17 x 14'
W
4", V AD
ZZ:F
9 0 ivz�;
BEDROOM
Z C)
KJTCHEN MA5TER 5DRM
IMx 141 x 117 13'1 1 x 14' D09
21G 'r
Gla
N -!E N
3' 112 cf) &G 112
Dor,
7\ --iff 3
PS04Mr
w4aw FWA030
cu
-r 'T4
11 1/2_ 518 112 1 YS 2' G4
_1_ --
f 22 :ml-e I'
0
0 i W4 x S'5
ENTP'y 17 1/2 111 1
cf) 117 3�9 33 \317
4'x-W)I ---I.. —I— �.
2f G'9 3/4 P2 114 T-
to
1'4 ----'STEP UP
>
Y— 4% to ce ifim3 cf)
11101/2
PORCH 1 7�
'7`7 IS'l I
514 3'G 1/2 G'10 f
/I U-j
3Q1 UVING c\I
r
LL—
A 137 15'11 iof
KNEEWALL BAT
4,11 x 9v
GARAGE
197 x 1911 1
<
BEDROOM TIC Ac;CZ55 DECK MOOR OF
Wx 125 Al TIC W ni nvwo0l)
v zZe z z z z
CLOW
411 1 x5'1 I
Z z z
LIVING AREA
1428 ft 2'3 112 51
F
th,*
141 10`4 1/2 2(y
PAGE
fLOOK PLAN
BUILD5ET 5CALE: 1 /4" 1 f0oT 13
DATE:
--- - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
OQI&01
7' 1/4 1 71 1/4
U)
CATMEDRAL !ILI
Q DINING CEIUNG
Jli 0
CATHEDRAL
MA5TER.BATH
CATHEDRAL CEILING FLAT CEI'LING CEIUNG
IL
KJTCHEN BEDROOM - ------
x 0
CATHEDRAL CEILING MASTER 5DRM if)
U-
CATHEOM
r
CATHEML
UNLE55 Z
OTHERWISE S_
NOTED,
HALL
PITCH TO
ENTRY
13E 7: 12. - — — — — — &FLAT CEILING
ALL
I QOK
NTEF
PITCHE5 TO —42
BE
MAXIMIZED. PORCH a'FLAT CEILING;
FLAT CEILINGzz:�1 TPIU55M
r
LIVING DE51GNED FOR
A1fTIC
15ATH \"5T0RAGt
&FLAT CEILING Lu
GARAGE >
TREY CEILING
FLAT CCIUNG
— — — — — — — — — -j
U.1
BEDROOM
81 FLAT CEILING
_j
LIVING AREA
1428 5q ft
DOOR 5CHfDULr- WINDOW 5CHF-E)ULE!
NUMBER— CITY 16ar DMCRJPTION _ CODE REMARKS NUMBER QTY SIZE DE5CRIPTION CODE REMARA5
000 1 1 G070 GARAGE 4-PANEL I G070 5TEEL GARAGE DOOR WMA55 IN5fRTS woo 1 4040 FIXED GLA55 36 - &'GLA55 BLOCK
001 T_ 30G8 EXT. G-FANfL 3066 5TEEL G PANEL- DBL BORE w10 1 10 30GO 5INGLf_hUNG MARK 50 - WHTE COLONIAL
D02 1 2846 EXT. (;-PMEL 28G8 ro - PANEL 5TEEL- DBL BORE W02 1 43(;8 MULLED UNIT ro-PANEL 5TEEL%MTH 51DELIGHT
003 1 5OG8 51FOLD 2-PANEL PANEL BIFOLD W03 1 2030 _,5INGLE HUNG MARK 50-Wt"COLONIAL- 0B5CURf
004 5 28G8 r. PANEL DOOR,RH
005 1 2868 POCrffr C, PANEL DOOR R11
Doro 5 20G6 G PANEL DOOR R11
D07 20G5 POCKET 6 PANEL DOOR RH
0015 1 13OG8 EXT. G-PANEL 130G8 Cc - PANEL!5TEEL- D15L eCRE
K00f PLAN PAGE
BUILDSIET SICALE: 114" 1 MOT 4
Pf�-eAt;v_5C CT
DATE:
FF. or.1 18/0 1
ko
0
0
7,
DINING Y\ 0
>-C\j
r MA5TER,BATH
00 T C-i
0 . COD D
00, a-- U-
BEDROOM
KJTCtitN VIA5TER BDR.M
7
S
z 0 -g
M
4--flIJ C\j
0
0
HALL
EhrrRy/
Rv
S 33
3141-
'><
< LU
>
PoRctl/
C)
LIVING,"
BATh Q)
CE GAKAGE
ILJ
WF
3:)
C-D
BEDROOM
CL05ET—
L
l<
LIVING AREA
1428 sq ft
PAGE
f JR5T FLOOK ELECTKICP�L
11
5CALF- 1 /4 1 MOT 15
BUILDSIET
D/56 CT -
MONT KIGHT ELEVATION5 DATE:
5CALE: 1 /4" 1 fOOT CQI&01
In
to
cm
U-
z
13 Z 0
8 is)
0
LU
0
uj
D
0313
0
PAGE
13UIL05ET .5 C CT.
DATE:
REAR * LEff ELEVATION5
5CALE: 114" 1 MOT OQ 18/01
u
W
M
CQ
N
W
LU
0
C)
PACF�
BU105ff 7 -
Qy
- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
77,�=, 77,
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12�1 2,
4af uy- L
— -- — — — — — — — — —
UNLESS RULED OTHERWOR BY THE SOIL ENGINEER OR CONSTRUCTION — — — — — — — — — — — --
]PROFESSIONAL THAT IS FAMEL"It. %MI THE HISTORY OF THE SPECIFIC!
— — — — — — — CONSTRUCTION SITE OR THE GENERAL AREA OF THE CONSTRUMON S111,I=
UNDERSIGNED ENGINEER RECOMENDS THAT AT LEAST(TWO)-25 Fr.DEEP — — — — — — — — — — — — — — — — —
SOIL 130RMGS BE PERFORMED AT,THE CONSTRUCTION SM FOR THE PUMSE
OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL
DOES NOT CONTAM POMTS OF UNSUITABLE SOIL (LE. ORGANIC SOIL,
UNCONSOLIDATED CLAY,'STC ) THAT MAY CAUSE FUTURE DETRUVIIENTAL
0
HOWEVER,(6)-Fr.DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH 17
DEPTH OF Soil,ZXCAVAllON'AND BACKFII.J�NUMER OF BORINGS SHAM 17
BE RECONIMENIIIED BY THE SOIL ENGINEER.
IF NO DEEP SOIL BORING ENVESTIGA77ON IS PERFORNED(I.E.25 FT.DEEP SOIL
UP
BORINGS)THEN THE UNDEMIGNED ENGINEER ASSUMES THE FOLLOWING:-
FRONT THE UNDERSIGNED(LL ENGMEER)HAS NO KNO%'LEDGE OF ANY SUBSURFACE
%IL CONDITION REPoRT;mus,ALL PoomG:s Am DESIGNED Ass"LLow
POPCtl
I FOOTINGSBEARINGONSOHMIATPOSSESSES AMAXIMUM BEARING PRESSURE
I OF 2000 PSF.IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER
(411 1 1 12
LoWtp) THROUGH SOIL REPORT OR SOIL �,UMOVAL , THEN JCNGINEER OR GARAGE
UNDERSIGNED SHAM BE NCnUUD AM.POSSIBLE FOOTING DESIGN UVISIONS (40 LOWER)
(MMAT FOUNDAnON OR PRE FOUNDATION)MAY HAVE TO BE OWLEMENTED
PRIOR TO COMMENCING WITH FOOTINGS WORIL
— — — — — — — — — — — — — — — — — — — — — — —
V
-- — — — — — — — — — — — — — — — — — — — — —
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — j
C",
7 7 77,77",
L - - - - - - - - - - - - - - - -
— — — — — — — — — — — — — — --
141 G1 20'
rN Ilk,
Wr,
FOUNDATION PLAN
11
5CALE& /4 1 FOOT
LOT-14 A CAD FILE NAME
P 901SIE CO
JAX. BEACH, FL DRAWING NO.
NAM BY� APPROWD IM
APPRom rn LJG SHEET NO.
-DAM (0/01 LOUIS GABRIEL P.E.
AS NOT ED Cf
— — — — — —— —— — — — — — —--- — — — — — — — — — — — — — — — — — — —— — —— — — — — --
r 1/4
7� 71/4 r 1/4 A I CATMDRALCE]UNr
0 00 a FLAT COLNG Nr
_KITCM9N DED&D01A
C%w
MOTM Dow
CATHEDRAL
DINING CEIUNG
CATHWRAL
FIAT CE6C, MA5T9P,MTH CEILING 11 L
CATHEDRAL COLING
-KITCHEN Way
DEDROOM ------- kv Pm CALM
CATHEDRAL CEILING MA51r_R,BDRM
X/ J L SbWL
+
Foltz"
tn
UW4
V MAY CM04 6AT11 QU (Pep 6I.C.CZ11741
CaUNG
TREyCe0JW DCA) 46W10%
See-Acb
FW
j
CATHeDR.4
MNS,
777
71: _
L11
Lill
— ' E
f—=-= '%ee etc" L:of S
HALL Ir 10 Rx- W
ENTRY
FLAT CMUNG
of
Adra
fmg&r pw N its
0 -
S_
14
PORCH fLAT CEILING;
A FLAT CMU Zz—
LIVING DMGNrD FOR Mfg
ATrIC
FLAT CCIUNG DATH rN EAt ad VALS
01 Wt4LL 0 4'O.C. ROOF SHEATHING
GARAGE
// MUM -jgP12d NAILS
TIRLY CEILINC OFF 2d NNLS
R4), UP CHORD
4r �4)-12dNAJLS CABLE TRUSS
ILAT CCILING TYP)
2x4 SCABS LAID
— — — — — — — — — - FLAT 0 24' O.C,
(MAX.) �2)-12d NAILS
30' MAX Typ)
BED14?OM TYP.
A EAR WALL N ER AGM BOTTOM CHORD
KkN MEW OT WAULL
/AAI P PLATES ELEVATION MEW
CASE-0 INTUVOR SH TO ROOF CONNECTION
IC
)-)12dNAJL5r,
D.C.
2x4 SCABS LAID I
FLAT AS SHOWN
Npuc I
FLAT CMUNG
— -- — — — — — — — — — — — — — — — — — — — — — — — FRE ENGINIEERED FRANNO (TRUSS FALLS ON ONE ODE OF WALL)
WALL OLT.S.)
PLA76" 8d MAILS
4
Um
'T�-)12d NAILS 0 4'QC. ROOF SWAIHING
P) 2)-12d NAILS
TABLE FOR SHEAR WALLS FRAMING 7t
2X4 SCABS LAID
24' MAX FLAT 0 24* D.C. TOP CHORD
CAMS TRUSS
(GROUND FLOOR) TYP. (MAX.)
THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE — — — — — —— — — — — — — — — — — — — — — — — — — - --- BLOCKING 4)-12d MAILS
NOTED IN THE TABLE; �Typ)
A AILS
WOOD SHEATING TO STUDS NAILING SHALL BE ad COMMON NAILS. �2)-12d NAILS 2)- 24 N
TV)
GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLEk NAILS FOR 1/2" & 5/8" THICK BOARD MP),
RESPECTIVELY. 2*4 SQ.AaS LAID COUNG '��BOTTOM CHoRo
X RIORTrAR I
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2% 100 LONG *J-BOLTS* (A307 STEEL) FOR EXTERIOR WALLS J �M4T)G 24-O.C,
DiAP"RA
OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. 'A VALL
PLA ri KAN wtw PLA
REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING
0 7/16* OSB SINGLE 6" / 12" 60" O.C. Ggneral notes:
(BLOCKED) Roof pitch shall be 7: 12 overhangs shall be 2411 wide (max.).
7/16" OSO SINGLE 4- / 12' 60, O.C. 2. Roof trusses shall be preengineered prefabricated SYP#2 wood trusse:
(BLOCKED) see sheet N 8 for lumber sppcifications, nailing re4uirements,, etc.
ADDITIONAL NOTES:
1) FOR LOCATIONS CLOUDED AS; INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE
BOLTED PER DETAIL 'B' ON SHEET 10
2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL
BE BOLTED PER DETAIL "E' ON SHEET #10
3) ROOF TRUSSES SHALL BE �TRAPPEO TO TOP PLATES OF BEARING WALLS AS SHOWN ON
SCHEDULE 'A" ON SHEET #10 , STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS
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
CONNECT STUDS TO TOP PLATES. SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED
ABOVE,
5) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
(D
AT TOP & BOTTOM AS SHOW ON DETAIL 'A" ON SHEET #10
V�a 1 ful I e S 7�tlT IE A of� swe F1 V_ yq A L�� -V-� f
PEA &E-rPitL - gr I 1-hks 'ItAmT.
P4y0qD1,5F C7,
LOT '14 P8KAShSS COYE CAD FILE NAME
JAX. BEACH, FL. ORAWNG NO.
DRAWN ft APPROVED
Amoveo oy,. LJG SHEET NO.
DATE- (0/01 LOUIS GABRIEL P.E.
SCALL- AS NOT ED OF
ROOF LISS GARAM DOOR HEAM
(rip)
DESIGN CRITERIA SCHEDULE "C"
LIVE Lm: RECOMIMENDED STUD SIZES NO SPAM
.................:240 /ScI. ft. WALL PLATE HEOff—-STUA SIZE SPACING
ROOF.........................................................................
FLOM....................................I...........I...... ................... /m. ft. Ir-T THN 91-ioo 2x4 Is*
WIND;LOADS;
WINDyELOcoy (PER SBC-1997 EDITION)..................... loo M.Pjj. JO*-W THRU 14'-W 2x6 is PRODUCT CODE R5160-/
STRAP EACH NAILED
TV;
SEISMIC LOAD (PER SBC-1997 EDITION)............... EFFECTIVE PEAX ACCELERATION.AG<0.05
iEFFECTIVE PEW VELOCITY,AKO,05 14'-1'THRU lg'-S* 21to W/Qq)-Sd COMMON KALB MOH
GENERAL STRUCTURAL NOTES: ig'-O"M 22'-0' 1/2"0' OATOR EMT
1) THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE wrfli ALL PER SHEET IF
R IREMENTS OF THE AUTHORITIES Now JuRISOLYFION OVER Tits TYPE OF THE PLATE HEIGHT TS THE VERTICAL
lEl RUCrION AND OCCUPANCY. ALL CONTRACTORS SHALL Do THEIR WORK IN CONFORMANCE UNINTERRUPUP $PAN LOOM OF THE STUD.
WITH ALL APPLICABLE CODES AND REGULATUa If HORIL CONTINOUS BRACE CAPABLE OF TRANSFERING THREE STUDS
LATERAL LOADS TO SHEAR WALLS DOES EXIST- CONTINSIS 040.)
2) THE CONTRACTOR SKU VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR THEN THE SCHEDULE SHOWN ABOVE DOES NOT
To COMMENCING WORK. APPLY.
3) C�iNTWOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS. ANCH= PRODUCT CODE PUP629.-\
M)LES, PLATES, OPENNM, SU:EVES. HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D" 'SEMCO% HOLD DOWN
NAILED
BE REQUIRED BY ATTACHED DRAWINGS AM TO ACCOMMOWTE 00 WORK NOT WO ON THE WAVING& FRAMBIG WIEDULE FOR WNW SHALL BE AS FOLLONS FOR ALL LOAD OEM"WALLS
(EXCEPT AS OTHERWISE N07ED ON THE DRAVANGS)
4)Ti ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOt BE USED OR — . . 1. 1.
RE)RWUCED wmjoLrr EXPRESSED WRMN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET \a
Up 3--l'THRU W-Cr 0--lo THRU lw-w
5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAVONGS ARE INTENDED TO BE TYWAL AND
SHeLL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION Q_%VHERE 61 THE WORK LINTEL (3)-2xB`S (3)-2xlZs EXTERIOR WALL OPENINGS
EXCEPT WHERE.A MUM DETAL IS SHOWN. AM 'UK M(o SIUM OF Ill SK SIZE AS DU Or YK WALL am STRAPPING 0 TOP & BOTTOM EXCEPT AT
5) SUBSURFACE SOIL CONDITION INFORMATION 6 NOT AVAILABLE. FOUNDATIONS WERE DESIGAM GARAGE DOOR & OTHER LOCATIONS SHOWN DOOR JAWS' ^B
FOR A 2000 PSIF SOIL BEARWO CAPACITY, CONTRACTOR SK&L ROM MY OFFERING TWO (2) PLM= RM MAY BE USED WPM OF ON SHEET #1 OF THE DRAWINGS
COID17IONS To THE DESIGNER PRO TO COMMENCING WORK. THE THKpLAfr WITH A=AWE. _A��`®RAGE 0 TOP I 8070—M
E (31 PLAM
7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STUDS SNALL BE CONTINUOUS FROM 70P PLATES TO ME PLATE&
SE)UENCE TO INSURE THE SAFETY OF THE BUILDW AND IrS COMPONENT PARTS DUIUNG
ER 7CTION. PREENGINEM ROOF TRUSSES\
C%STRUCTION NOTES:
GATM NUT
LACE ITT rx 3"K 1/80
SSM'ORO AT 28 DA GATOR WASHER
BELOW
21) F T
S R IL AC ED HURRICANE STRAPPING PER
D M t55) OR
RY 7 F SCK "A' ON SHEET #10
3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER,THE 003YINO FINE SANDY SOIUL
WHICH VALL REQUIRED PROM COMPACTIOK OR IN COMPACYED STRUCTURAL FILL THE KARINO
LEVEL SO0. AFTER COMPACTION, SHOULD EXHIBIT DENSI'FIES EQUAL TO 95%OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY(ASTM D1567)
4)!J�F ING TEEL SIALL BE ASTM A-615 GRADE 50 STEEL CONFORMING TO AD 301. 1/2*0 BATOR BOLT
TACI 1 1 6 AND CRSI MANUAL OF STANDARD PRACTICE. LATEST EDITION& PER SWEET #11
5) CONTINUOUS VERTICAL, AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE
4 SPLICED A MIN. OF. 36 BAR DIAMErIERS OR 24. WHCHW IS GREATER UNLESS
OT JERWISE NOTED- GATOR COUPLER
(1)Tk E MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 h MIN.-FOR "FORCEMEN7.
FOOTINGS (TO MAIN REINFORCEMENT)...................3 Inchl, TOP PLATE
SL40 ON GRADE....................................................�CENTIRCD OF WALLS
RIM J0151'OR BEAM
7) HGMIZONTAL BEAM AND FOOTING BARS SHALL BE BENT V-0-AROUND CMERS OR r
COPNER M WrrHl 2'-0* LAP SHALL 13E PROMED.
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, WLSTERS, ETC, NECESSARY TO SUPPORT
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. -A
$1 ALL REINFORCING DUALS %IALL CONFORM 70 MANUAL OF STANDARP PRACTICE FOR WE LSTA V. 1p;l$11W
DETAILING REINFORCED CONCRETE STRUCTURES AD 315 LATEST EDITION, UNLESS DETAILED 1/2"ll GATOR SOLT
OIMERWISE ON-THE STRUCTURAL DRAWINGS /_—PER SHEET fdl
10) ALL CONCRETE WORK $HALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS GATOR COLIPLEA PQ$T-STRAPEIN9 0 T9P
FOR CONCRETE"ACI 316 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE CORNER DETAIL
FOR BUk.DINW ACI 301. (N-7-S)
MASO. 1/2-0 OATOR BOLTS SPACED EXPAN&ON JOINT
1/2*0 GATOR BUTS SPACED FtR SHEET III I - ADIX71ONAL RECESS SAB 3/4*x 1(r WOW 5"x 8* OR 4*x 4' POST
1) CkRETE MASCHRY UNITS SHAL.L BE ASTM C90-75, HOLLOW LOAD-KARINO CONCRETE PER SHEET #1 ADD17MAL STUD WALL ExP. BQLTS-MAY K NEEDED PER 067 GMAOE DOOR gATOR qOLT SYSILM
ESSIVE STRENGTH USE Ago '"151 Ode FO&T
""I 'm "
ME 135; 3'
MASONRY UNITS, TYPE 1. GRADE N-1. NORMAL WEIGHT, WITH A MIN. COMPR EXP. BOLTS MAY BE NEEDED PER #4 RODS CONt 1p� AT GARAOROC EPDXY GROUT
SHEAR WALL TABU ON SHCET f 6xftIOAO W.WF. INSTALLATION INSTRUCTIONS
OF 20DO PSI I On 150 PSI SHEAR WALL TABLE ON SHEET iM r-e OONQ SLAB W/GAxIO/10 VLW.F. SHE F
G' INTO CONCRETE
STUD W" d
2) MORTAR SHALL CONFORM 70 ASTM C270 AND BE OF TYK M OR S,
3) HORIZONTAL MASONRY JOINTS REINFORCEMW SHALL BE GALVANIZED TRUSS-rff WITH Arg USED, POST §TRAPPINg TT_OM
0 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX, 10 In. O.C.. "OX10/10 W.W.F.
6 MIL V-B, V" CLEAN. - f (2) OONT,HOOKED CONCRETE FOOTING 2)OWJM LarAWNS SHALL BE M 09TAL V ON THIS
4'.7-1 1 o W.1
ML COMPACTED TREATED FILL % TlrDVT OORNERS
WOQQ FR6MIRQ 2 MIN. I
3)WALLJOITM WSIERS&NUTS WX 190M
K 4L N POST STRAPPING
1)ALL WOOD FRAMING SHAIL BE SYP J2 AND INSTALLED PER ArrC TPI AND NATIONAL #4 RODS VERT. ON 41r 0.41 &AT OMEM Tift lHEE7 AM PER MANVACMUlI
FOR WOW CONSTRUCTION.
DESIGN SPECIFICATIONS VERT. RODS SHALL BE HOOKED e INTO BOLT RUN DETAIL (TYP) /-j'\ TOP & BOTTOM
FOO'nNOS 0 BOTTOM MD Ir INTO SLAB T. HOOKED TURN DOM SLAB DETAIL
2) STRUCTLft WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: �lj CON
0 TOP. FOR HORIL RONFORCEMENT. USE AT CORNER$
SAWN LIMBER LAM. VENEER LUMBER 9 go. HOP47. JOINT REINFORCEMENT MIN. lar 0 GARAGE
Fb - 1120 PSI Fb - 2,60 PSI ON is' O.Q (MAX.)
Fv - 90 PSI Fv - 286 PS
Fel - 565 PSI E - 1,900,000 PSI 48' (MAX.)OR BLOCKM RE"
IFe - 1,455 PSI CONSULT ENGINEER �4
E . i'00,000 PSI TURN DOWN SLAB DETAIL n4 gLOOMO 0 DWAYNNO JMT 294 OUIRIOGER OONT. 20 W-AB FROM TOP 70 \j
3) ROOF & wAu. SHEATHWO SHALL BE 7/16' ORIENTAL STRAND BOARDS (OSO) OR BETTER, 20*(W)x 10'(H) CONCRETE F0011INg 4c FROM ww Do U-Nmu 9 4e 06Q BOTTOM CHORD 10 SRUM AS NAILER
SpAN RATED AS SHOWN ON THE DRAWING& REINFORCED W/(11)-05 RODS CON7. EXCEPT 0 GARAGE — — - 7*4#*SwAgnum now SHEATHING OUNT. FOR X-VACING IS Ir 0jr_
OR PROVIDE CLIP FOR 400 San.
TYPICAL FOUNDATION DETAIL F - - - - - - - - - - - BOTTOM CHORD OF COMMbm OF LATERAL SHSAR
4) ALL WOOD MEMBERS EXPOSED 70 WEATHER OR IN CONTACTED WITH MASONRY. CONCRETE oxaxio/lo vtw.r. r A "OLE STRIP TRUSSES 0 w O.C.
OR SOIL SHALL BE PRESSURE-TREATED, : - .... BOTTOM 04M OF GABLE
% FASCIA l2d NAILS 0 A-0,4 END IRU22
5) CONTRACTOR $HALL PROVIDE ALL FASTENING DEOCES NIEV�SM AND SUITED FOR EACH 1. 1
APPLMTION. FASTENING SUBJECT TO MOISTURE SHALL BE HDT-DFPED GALVANIZED TO ASTM J6[ lx4 WMING
Top*am or wm am (3)12d NAks
pp 10 O.C.
. .SCHEDULE A 1--#5 RODS CONT. 0A DROP 3--I/r DOUBLE TOP PLAYE
8)ALL METAL CONNECTIONS AND FABRICATIONS SHAU COMPLY MTN AJ.S.C. SPECIFICATIONS,
FASTENING SUBJECT TO MOISTURE SHALL 13E HOT-DIPPED V&VANIZED TO ASTNI A-IW-$O. ROOF TRUSSES SWAPPING SCHEDULE TO TOP PLATE 2m4 SOAR CWT,TOP TO VAX
OF BEARING WALLS (PRE-ENGINEERED FRAMING) BOTTOM 04ORD 0 8 ft OPENING
7) SOLID BLOCK ALL JOT AND RAFTM AT POINT OF SUPPORT. INTERIOR STEP DOWN DETAIL FROM GAOU
8) GRADE OF LUMBER To BE USED FOR THE FABRICATION OF STUD WALLS MAY BE W 12 TRUSS No, OR UPLIFT TRUSS TO TOP TOP PLATES TO FOOTINGS - — — — — — — — — —— — — — — — — — — — - CONT.2x4 SCAB FROM TOP 70 2x4 DIMINO 0 4W 0-0,BETWEEN
DESONATION* (lbs) PLATE OR TO MD flu*X-BRACINQ CABLE END 7W23 AND FIRST
INTEAD Or SYP J2. SOLE PLATE SMALL BE 294 AT COMMON."
GATOR BOLT IF VERT lo VER71CAL V Nq
I AN %V
2x4 SCAB 4Ir
ALL TM=EMS ANCHORED TO SLA13 W/ 93 is.NOT PRUENT TO FOItM CONT.2X4xlfj2 VV. LATERAL CIQ
exce"Om 0-320 PROMW Oom$M1.1t AS 20 MOS 11ro CATOR BOLTS SPACED
OuTLmm aftow *SEMCO' 0 lr O.C� PER SHEET,#
I - Mly . ADDITIONAJ. BRACE 0 4r aC.
SCH 'DULE "13' MISCELLANEOUS FASTENING SCHEDULE EXP. BOLTS BE NEEDED PER 12d MAIL$(TYP BOTTOM CHORD OF ISOMETRIC VIEW
(Al X-BRACING GABLE END TPM (3�12d NAILS
2
CCM:CTION FASTENER NUMBER OR SPACING 6xoxlo/io W.W.F. $HEAR WALL TABUE ON WEET#7 vp SHOWNG LATERAL BRACE TO
j%voyxw" aulwil Am AS GABLE END TRUSS
I ed COMMON Tol ON 7T Al NL-. F (2)-2*4 TOP PLATE -PLATFORM FRAMING-
TOP C i SOLE PLATE To SWO, END NAIL 2 tKT4>
STUD 0 SOLE PLATE. TOE NAIL 8d COMMON 4 CONT.
%f-
lod =WON 2*4 STLIPS 9 14'QQ
DOUB STUDS. FACE ML 24'O.C.
lod COMMON Is,D.C. cADnLE NAME
L mous TOP PLATES, FACE MIL
KWM GNU FIRST 7RUSS
Top TES. LAP AND INTERSECTIONS FACE NAIL - 2-10d OR 3-10d COMMON IR r 10MOATMOR SMIlrM --- ,2)-#5 ROD$CONT. LOT, ILI PMUMISe COqE
CONT111 S HEADER, TWO PIECES I Od COMMON 16'O.C. ALONG EA. EDGE z Too HIM PKI or Cr SS BE= -41 1w "0 4e CLQ."IllaT
PROVIDE A MIK 400 be OF SHLAIL
P'
2.1
HAM 6d JAX. B�ACH, FL.
A.yy*.ft P Commm DRAWNG NO.
aijAL THIC'd� SLAB DETAIL PLATFORM FRANIING<�,
7/16* OR GREATER Bd COMMON 6* D.C. EDGES & %Z3 To WTS 714KAM am INTERIOR K
Mo"d Ammaym 9vt
NORACED,LENGTH OF X-RACING MAY Appgoygo By, LJG SHUT NO.
WALLI- 7/16" OR GREATER 8d COMMON 8v D.C. EDGES & IWAMML18111T NUOT exam 10 ft...w LEM S
4_q
I CABLE END DRAW Im
8'OX. INTERMEDIATE WA14-I#d OOMMON NOTD,
12" D.C. INTERMEDIATE MISC. FOUNDATION DETAILS EXCEED io ft,Am 1IONAL WR 11160 DAM LOUIS GABRIE
FLOOR - 3/4*T&G PLYWOOD Bd COMMON 6. D.C. EDGES & SEE Iflu VaName my FM VIUSS cramum 7/01 "1 10 OF
12' O.C. INTERIMEDIATE WA E;- AS NOTED I
08 SRE SH A& Qf SHFET
-WAU-JALM