Paradise Court 602 -3r-
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DATE:
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FERSFECTIVE PAGE
DUILP SET ROW RESIDENCE
51'3 1/2
76 20'6 11'9 1/2 19, DATE:
R7112 22 05/15/02
CONSTRUCTION NOTES:
FULL IRRIGATION
m
FULL SECURITY SYSTEM
LAZY SUSAN
DEADLOCKS AT ALL EXTERIOR DOORS
U
L0 AND FROM GARAGE TO LAUNPRY
CAST RON SINK RAPIANT TOP RANGE
42" RWI230 MICROWAVE OVER RANGE
KNEE
TU13 WITH SHOWER DOOR IN MASTER
WALL RAPIANT
02 13ATH
TOr RA�IGE
h CENTER LAVATORY IN MASTER DATH
NO DASE CADINET5
L0 �-6 36KI`EEW&I, �D CAST IRON SINK IN KITCHEN
LIVING
COLUMN TO
PORCH 20'1 x 16'9 LIVING AREA
A A KITCHEN
1267 5q f t
71 157 111 x 175 c)
C"j
c
931/2 32 1/2
411/2
El 4TRY —
X
68 1/2 PO4
36 —T—
HALL f
57 x 211 F
Room
7 -1 1 004
Elect,
Ic pry.(
77 x 5' 2,3/4 ATTIC ACCESS DWK FLOOR OF
CLOSET ATTIC WITH rLYWOOD
x 5,11
c\I HALL
;�l ei'll x LAUNDRY tlO 1/2
73 x 510 7-777
(j�L41/2 '.'1/2 6'11 /pr'
GARA;E:�-- c\I
y I x 194
�D
01
/2
14
1'1 N/2
,rlz//
MASTER 13PRM MASTER bArH Q04
15A
t 21
cli
<
06 13EPROOM DEDF OOM
8) 9111 x V 103 IC3 17'
CN
- - - - - - - - CIQ
PO4
777-7-77777 / 777777-7477 77 � '1 ;17777777 / -7 7 7 7 77 7 7 71 7 771 7 7 77 7 7 7 71 7 7
-----------
03 02 02
2v 2'6112 57 1'9 2'1/2 55 1/2
124 5-41/2 104 24 10'4 lSr3 1/2
4-� >
60,
SQUARE FOOTAGE: PAGE
AC AREA: 1256 FLOOR FL/M
DUILI) SET LANAL 162 �5
GARAGE- W5 SCALE: 1/4" - 1 FOOT
G02 (-Naa'�
DATE:
3
FLAT CEILING
I=LY
CATHEDRAL CATHEDRAL 0
CEILING
CEILING
KNEE
WALL ALL OTHER CEILINGS,NOIT NOTED TO
CATHEPRAL CEILING DE FLAT c) z
m Q
36-KNEEWALL ROOF PJrCH UNLESS NOTE[)TO 13E
7:12. ALL INTEKIOR PITCHES TO 13E
FLAT CEILING WiCOLUMN A4 U
MAXIMIZED AS 4:12
LIVING
COL.UmH TO
CUP* C)
FORCH LIVING AREA (S) '�t
KITCHEN
1267 5q ft
PLANT SHELF
E -F
NT Y
FL AVT
12
PLA�r 5H LF
HALL
F- - - - - - -I
4-
5'FLAT CEILING
DATH
CLOSET 6FLATCEILING, 8'FLAT CEILING
CArHEPRAL CEILING
Vault continue5 over L
0 1 1 ....... 14AL,I
bath and clo5ct &F!A_r CEIL11, LAUNPRY V10 112
CATHEDRAL
CEILM,
16'PEEP PLANT 54LF- L J-.
TOP AT V-5 5W AFF QN
6FLAT CEILING <
L I t-)
— — — — — — — — -- - (TRUSSES
DESIGNED FOR
MASTER 13OFM MASTEX 5ATH &FLAT CEILING 6FLAT CEILING STORAGE) <
CATHEDRAL
13EPRO6M
Fj/' I C\�
C\�
CArHEPRAL
CEILII�G
12 —
ROOF PLAN PAGE
13UILI) SET SCALE: 1/4" 1 FOOT
C0012, CIA,
D AT E:
05/13/02
AN
CAEU MLET
CAST I SINK
FW1230
42"
X
KNEE
zl�
WALL RADIANT oz C-q
A
02 TOP RMIGE
NO 13ASE CAL31NETS
36'KNEEWALL X_
C-)
S M c�
LIVING
COLUMN TO �vp
F'O R C H LIVING AREA
KITCHEN T-D
1267 5o[ ft
ENTRY
L
s/"pt,
—5�6
HALL VVM12 1 3
4
Elatek
IV $ V09
13ATH,-____
PECK FLCOR Of
ATW WITH I'LYWOOD
CA13LE ouTILET
_P_ HALL I LAUNDRY 1-101/2
f0)2
GARAGE
CA13LE OUTLET
0
CA13LE OUTLET
/�lo 1 2Z Q�
�/MAST�ER DPRM MA5TER DATH <
004
<
A
ED
E3, ROOM
CAP FAN Zi_
CAPFAN CN
\16D4 C\�
m lvilr;
DOOR SCHEDULE
NUM13ER QtY SIZE THICKNE55 COPE
WINDOW mi _'T_=7__
NLFM E 1 E C 17 P02 1 16070 1-3/-4 — 16070 PANELED STEEL GARAGE
WT, 2 3030 MAKK 50-WRTE COLONIAL P03 13/4 756-5151ME-FRTENCH STEEL D13L DORE-
6 Meo 97�P-7'�-WRrE COLONIAL F04 4 -2 ONCZ 6-PANEL INTER-M-_
_T_—4'070--_mTRK`50-_WME70D�RAL-ODRURE�_j 2068 1�5/& i;- PWL INTERIOR-POCKET
P06 1 266a 15/8 6- PANEL INTERIOR-POCKET
P07 -I 5/�3- 6-PANEL INTERIOR
pob 1 6-PANEL INTERIOR-POCKET
I-D-69— 25W 6-PANEL INTERIOR
10010 1 436-5 6- AN L IlXLfGHT_____'_
FIRST FLOOR ELECTRICAL PAGE
13UILP SET SCALE: 1/4" - 1 FOOT
COM- i-\b�OA�
FRONT & RIGHT ELEVATIONS DATE:
5CALE: 1/4" - I FOOT
015115102
I r-L 11 1 11
'T--
<,� C'q
Ni -�z
LLJ- CN
r- 7-
T r
I r-j--7-
T-L
QD
[:I-- L: 7T-1
PAGE
13UILP SET 6
cc)0�2_
KEAK & LEFT ELEVATIONS DATE:
I FOOT
SCALE: 1/4"
. ..... .....
'CE
C)
LJ
It It --T-L I
-I-- L I
-7 --r-
T-,
T
CN
PLAa 13
-EER
--- - - - - - - -
00 . .. . . ... .
L
F=
DUILP SET
coo,-?,
121/2 _76 32Z 1/2
— — — — — — — — -- - -- - — — — — — — — — — — — — — — — — — — — - -- -- — — — — — — — — — — --
- — — — — — — — — — — — — — — — — — — — — — — —
V
TOTAL SLAD
AREA
IL305 50[ ft
FRONT
PORCH (411
LOWER)
- - - --- - - - - - - -
162 5q ft;
— -- — — — — — — — — — -- — — — — — — —
F-1
MAIN HOUSE SLA5
1256 5q ft
GARAGE (4" LOWER)
— — — — — --- - — — 585 50(ft
�-7,In
�6wr "I umfo'o'M pe-y" Spec-Is,
14-f Olr &,mrw, 17'
5TEP UP
— — — — — — — — — -- — — — — — — — — — — — — — - — — — — — — — — — —
L— — — — — — — — — — — — -- — —
-- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — - -
41'
AG PAP
W
NOTE:
Fo v"t JA V-"
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION
PROFESSIONAL THAT IS FAMILIAR YATH 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 ESTA13LISH
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 UNDERSIGNIED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE
SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE
OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER (00rZ �'5'e- ok.
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED
SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS Lo-r z z, PoVo,4,j5e CoJe_ A.C. No
(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED
()RIOR TO COMMENCING WITH FOOTINGS WORK.
DRAWNG No.
ORAM 11Y. APPROWED BY,
APPROWD BY., I L JG SHEET NO.
VATE: LOUIS 0 A�B R I P.E.
SCALE: AS NOTED o Z_ -7 OF
— — — — -- — — — — — — -- — — — — — — — — — — — —
MU t
FLAT CEILING
CATHEPRAL CATHEDFAL
j CEILI�G CEILIW;7 4�"
/KNEE
�j WALL
CATHEPRA
L CEILING-3
36'KNEEWALL
FLAT CELING wicaumN
COLUMN To LIVING
I pl- t
PORCH KITCHEN
PLANT SHELF
— — — — — — — — — — — — — — — -
e4rKy FLAW SHELF
K-ANT SHELF
HALL z/
iP
—y-Tip�,
8'FLAT CEILING
PATH
(REPRAL CEILING CLOSET' V FLAT CEILING
5'FLA-r CEILING
VaultcontinueD over
bath Qncl C105a �AFLIATCEILU) LAUNPRY 1110 V2
CATHE09AL
CEILING
..........
VOEV rLANT SHELF-
TOP AT V-5 51W AFF GARA E
&"FLAT CEILING
(TRUSSES
2/ DESIGNEP FOR
MA5TEPDDRM 6FLAT CEILING
MASf ER DATH 6FLAT CEILING, STORAGE)
CATHEPKAL
CEAM
VEOROOM DEPROOM CA
SCATHEDRAL
OA A
me
TABLE FOR ISHEAR WALLS FRAMING
(GROUND FLOOR) eo 1�?, 8 Ws.. prj:j7' I/Ll -�,_j -0
I Z=Z: kE
THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUM(NG THE FOLLOWING CRITERIA UNLESS OTHERWISE . -------- ----------- ----------------------- -
NOTED IN THE TABLE: i — \". I
-0 -12 5ee -Aazz-4 0
A cm
3� WOOD SHEATING TO STUDS NAIUNG SHALL BE 3d COMMON NAILS. I /
E GYP. BOARD TO STUDS NAILING SHALL. 8 1 5d & 6d COLLIER NAILS FOR 1/2" & 5/8" THICK BOARD 56t�--*q Fort)*
RESPECTIVELY.
C) SOLE PLATE-CONCRETE SLAB ANCHORS SHIA BE 1/2"Ox 10* LONG "J-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS 12�
71A. .MT111
OR 1/2"0 x 7" ADHESIVE ANCHOR BOLT FOR INTERIOR WALLS. WAL
r
N ALLMUCUMW 0 To
01 FtAf
lVxF pircHumess foreD YO Ole
REQ'D. SING E- OR SHEATHING TO STUDS1 FLOOR TO FLOOR nAM190 7AL ALL001"nrae5yoi3e
hVl;0,9W A5 4.Q
DFSIGNA11ON SHEATHING DOUBLEE HEATHING NAIL SPACING ANCHOR. SPACING ..... ..
POKCH KITCHEN LIVING AREA
?267 sq ft
nAw SELF
7/16- OSS SING LE 6- 12- rw O.C.; N /I
(BLOCKED) 11 1 . ) -_ --)----------------
7/16* OS
B SING 4' 12- 60* O.C. ------
71
(BLOCKED)
__T
ADDITIONAL NOTES: VA I
&Fwadc. &FIArCM0
1) FOR LOCATIONS CLOUDED AS IND ATE LOCATIONS WHERE HEADER BEAM SHALL BE I
(D. LAVWWe ro V2
13OLTED PER DETAIL "B" ON SHEET #q I I TIA 001IJ 4A "I 04tv
I - - I
.2) ALL EXTERIOR WALL OPENINGS OTHER TH N THOSE MENTIONED ABOVE SHALL art
N
sifA DPW VftArcum $�MAGQ
3) ROOF TRUSSES SHALL BE STRAPPED TO �01` PLATES OF BEARING WALLS AS SHOWN ON
SCHEDULE "A" ON SHEET # q
. STRAPPING WILL BE ADEQUATE-TO RESIST SHEAR FORCES I
ACTING SIMULTANEOUSLY WITH UPUFT FOR ES.
CAnfM&
4) THE ALLOWABLE SHEAR VALUES OUTUNED By S60-91 FOR BOTH EXTERIOR & INTERIOR WALLS CFAP13 ———————
HAVE BEEN REDUCED BY 18X TO ACCOMOD TE THE USE OF #2 SPF GRADE OF LUMBER FOR
A.C. NO.
WALL CONSTRUCTION. ALSO THE ALLOWABLE UPUF-f CAPACITY OF ALL METAL STRAPPINGS THAT
CONNECT STUDS TO TOP PLATES, SHOE PLATE. SH[jAR WALL HOLDDOWNS AND TO STUDS OF
----------
---------------
FOR THE SAME REASON MEN11ONED
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 187
ABOVE. iqs� eace- 0-&A ?�ea4, DRAWNG NO.
(pdo�c. oc cu. sktowli 0141,"5,11E
5) FOR LOCATIONS CLOUDED AS INDICi JE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPP,
V DRAWN BY: APPROVED) UY:
ED Ufd
AT TOP BOTTOM AS SHOWN ON DETAIL 'A' ON �qiEET # q APPROVED ayt LJG SHEET NO,
OF�- S%Aeet'+q cDr. COU; DAM' -610 t- LOUIS GABRI PIE.
SCALlt AS NUTED ls� io t or
ROOF Rug$ roof h 6 ddFri—
Z/— Haudurs put qhfiat f Per Sheet#8
SCHEDULE "C" P0510H CRITERI tlu S
RECOMMENDED STUD SIZES AND SPACING
`14
WALL PLATE HEIGHT $IUD SIZE SPACING 1. T4Ave Loads
f
8'-0" THRU 9'-10" 2x4 is Roof...........................20 #/Sq. Ft., Floor...........................40 #/Sq. Ft.
10'-0" THRU 14'-0" 2%0 is'
2. Wind Loads 20 go. 24' long
14'-1" THRU 13'-6- 2x8 15, Three Second aust Wind velocity Per 2001-FBC.........120 MPH twIsted strop
GE�ERA� STRUCTURAL NOTES: 11'-0" THRU 22'-0" 24 12 1 (importance Factor) w1.0, Wind Exposure" B"
2xIO 12*- GCPi= (+)Or(-)0.18 ( Enclosed Building) .
1) T�IS THE, INTENT OF THE ENGINEER THAT THIS WORK BE IN CONfORMANC WITH ALL 1 ---1/200 0A`TOR DOLT
I of;
R UIREMENTS OF THE AUTHORITIES 14AVINO JURISDICTION OVER T141S TYPE F PER SHEET
C STRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 7HE PLATE HEIGHT REPRESENTS THE VERTICAL 3. Components & Cladding Design pressureat
UNINTERRUPTED SPAN LENGTH OF THE STUD, Roof (Anywhere)o 50.1 Puf(Suction) , 23.7 Pof(Pressure)
WITH ALL APPLICABLE CODES AND REGULATIONS. IF HORIZ� CONTINOUS BRACE CAPABLE OF TRANSFERINO Wall (Anywhere)a 34.7 psf(Suction), 25.9 Pef(Preaeure)
LATERAL LOADS TO $HEAR WALLS DOES EXIST,
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT T THEN THE SCHEDULE SHOWN ABOVE DOES NOT
10 COMMENCING WORK. APPLY, 10OVOR B04T
3) C NTRA6013 SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHO�S.
AN1ES, PTSCS, OPENINGS, SLEEVES, HANCE13% SLABS DEPRESSIONS AND SCHEDULE "D"
BE REQUIRE BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK Not SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA Nd WALLS
4) TI ESE Do�I UMENTS ARE THE PROPERTY OF THE ENGINEER AND WAY NOT E E USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
RE DRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET
sl(Afso 0
E TYPICAL AND UP T 3*-1" 7HRU 6'-0" HRU IC-O" (2)H'rT-&?
5) At L DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO =-0" . , a ft t
SHALL BE �ONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK LINTEL (3)-2X8,s (3)-2xIO's (3)-2112'!1 HQLOuwyiN
EXCEPT WI-IERE A DIFFERENT DETAIL 19 SHOWN. EXTERIOR WALL OPENINGS,�rEN CONCRETE SLAB
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVALABLE. FOUNDATION I WERE DESIGNED JAMB USE TWO(2)STUDS Of THE SAME SIZE AS THESE Of THE WALL BON C:NSIDLRED STRAPPINO 0 TOP & BOTTOM EXCEPT AT CONCRE7E
FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT AN' DIFFERING - PLYWOOD FILLER MAY BE USED 4S-EAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN SLAF)
C0,10ITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, Iwo 12) PLATES WITH A 1/2 1 ik
THE HREE (3) PLATES MENTIONED ABOVE. ON SHEET #8 OF THE DRAWINGS it
7) IT IS DIE 0NTRACTOR'S SOUC RESPONSIBILITY TO DETERMINE ERECTION P!OCEDURE AND STUDS SHALL BE CONTINUOUS'FROM TOP PLATES 10 SOLE P AT:S.
SEOUFNCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING 4.
ER,C[ION� I
CONSTRUCTION NOTES: PREENGINEERED ROOF TRUSSES Detail "B", Jamb strapping
L%N_6fLF:LF- OATOR NUT @ top & Bott,
S Delcdl "I
1) A(IL CAST V PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A IN. OF 3000 Psi
C.OMTESSIVE sT�ENcm AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTE W/2500 PSI CONCRETE. SIXNIX 1/8.1 Detail Jamb strapping
TINOS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON GATOR WASHER ((N,T.S,))
STRUCTURAL! FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM top & Bo.tt.
ORY DE01Y (A�TM W557) FOR A DEPTH OF AT LEAST ONE FOOT (I fL) BELOW THE BOTTOM OF THE FOO11% HURRICANE STRAPPING PER
3) OEARING �ATERAII_: THE FOOIINQ� SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, SCH. "A' ON SHEET #8
WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING ((N.T.S.))
LEVEL SOIL,�, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TC 957. OF THE MODIFIED TABLE!1606.1.4
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) WIND-BORNE DEBRIS PROTECTION FAST'ENING SCHEDULE
4) RIINFORCING STEEL S�IALL BE ASIM A-615 GRADE 50 STEEL CONFORMING TO ACI 301, FLORIDA BUILDING CODE—BUILDIN%. FOR W06D STRUCTORAL PANELS
AC' 315, ACI 318 AND CRSI MANUAL OF STANDARD PRAC`tICE, LATEST EDIIII NS.
1/2"0 OATOR BOLT
PER SHEET #8
5)AL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTIN33S SHALL BE FA'STENER "i FASTENER SPACING(in.) -2
LAP SPLICE�A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS CREATE? UNLESS TYPE
OT1IERWIS`, DIED.
Panel 41300i�g 21 2 ft<Panel Span 4 ft<Panel Span 0 ft<Panel Span
6) T1 E MIN.4
,ONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFORCEMENT. <4 tt 6 ft <,a ft I OATOR COUPLER
FOOTINGS (TO MAIN REINFORCEMENT).....................3 Inches
SLAB ON GRADE.....................................................CENTERED 2 112#6�Yood Screw3 16 12 9 TOP PLATE
0 OF WALLS
7) HORIZONTAL BEAM AND FOOTING OARS SHALL BE BENT 11'-0"AROUND CORNERS OR 2 1/2 118 Wood Scrow,3 6'-. 16 16 12
COI?NER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 4 2 6 4 J RIM JOIST OR BEAM
Double-l-leaded NMIs
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTER% ETC, NECESSAR, TO SUPPORT
REINFORONG STEEL. SUPPORT ITEMS WHICH $EAR ON EXPOSED CONCRET RFAC Sl: I inch=25.4 mm I foot=305 mm
SHALL HAVE ENDS W141CH ARE PLASTIC-TIPPED OR STAINLESS SfEEL. X-
X
9) ALI, REINFORCING DETAILS SIIA�L CONFORM TO MANUAL OF STANDARD PRACTICE FOR Notes:
DETAILING FbNrORCED CONCRETE STRUCTURES ACI 316 LATEST EDITION, UN.ESS DETAILED 1. This table is based on a.maximum wind specd,iof 130'mph(58 mts)and mean roof height of 33 feet(10 m)or less. "11sc LS-MCSvA S ONI 519A
OTHERWISE ON-1HE STRUCTURAL DRAWINGS. ural panel. 1/2"d GATOR BOL-r
2. Fasteners shall be Installed at opposing end&of the wood struct PER SHEET f8
10) ALI. CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-icsistant anchors having a minimum withdrawal capac.
FOR CONCRr " 'f t EDITION, AND "SPECIFICATIONS FOR STRUC URAL CONCRETE
(E ACI 315 LA E5 ity of 490 lb(2180 kN). OA1QR COUPLER POSI STRAPPING 0 TOP
r OR BUILD GS" ACI 301. 4. Nails shall be 10d common or 12d box dou6le-headed nails. CORNER DETAIL
<N.T.S,) I
MASONRY 1/2"0 OATOR BOLTS SPACED EXPANSION JOINT
1/2% GATOR BOLTS SPACED SHEET JAB . ADDITIONAL "Ar"" I
r
1) INCRETE MASONRY UNITS SHALL BE ASfM C90-75, HOLLOW LOAAD-8EARI G CONCRETE PER SHEET #8 ADDITIONAL STUD WALL PER 6% 6" OR 4"x 4" POST
EXP. BOLTS AY BE NEEDED PER RECESS SLA6103/4"x 10" WIDE
I R
VA ONRY UNITS, TYPE 1. GRADE N-11, NORMAL WEIGHT, WITH A MIIN. COMP ESSIVE SIRENOTH EXP, BOLTS MAY BE NEEDED PER #4 RODS CONT. AT GARAGE DOOR GATOR BOLT SYSTEM
OV 2000'N, ( f , M = i5oo PS1 SHEAR WALL TABLE ON SHEET #'a SHEAR WALL TABLE ON SHEET 13 In EPDXY OROU'f USE '46V ".Slr�wod, POST,
r4' QPNC. SLAB W/8xBx1O. 10 W.W.F. axexlo/lo W.W.. INSTALLATION INSTRUCTIONS
2) MORTAR �,IIALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S.
1)DETERMINE THE STARTING POINT AND MARK EITHER THE DRILL 6" INTO CONCRETE
STUD WALL
0
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED 1RUSS—TYPE WITH IF'J-801.TS'ARE USED OR HOLT LOCATIONS DIRECTLY
FORM BOARD DOLT LOCA71 NS PRIOR TO CONCRETE POUR
6x6XIO/10 W.W. ON THE HAROENEO CONCRETE IF EPDXY ANCHOR BOLTS
6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, IIAX. 16 In. O.C.- F, I ARE USED, POST STRAPPING 0 BOTTOM
a MIL V.B. OVER �'L
WOOO FRAMING WELL COMPACTED T11 EATED FILL CONCRETE FOOTING 2)CORNER LOCAlioNs SHALL 13F PER DETAIL%*ON'MIS (N,T.S.)
'A SHEET,
i) ALL Wood FRAMING SHALL BE SYP 112 AND INSTALLED PER AJTC AND TPI 0 NATIONAL 14 RODS VERT. ON 48" O� '. k AT CORNERS, TI-MV 3)INSTALL Co RS,WASHERS&NUTS WHEne REQUIRED POST STRAPPING A
VY
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, VERT. RODS SHALL BE H()KED VINTO PER DETAIL ON THIS SHEET AND PER MANUFACTURER'S
OfE
]ON VALUES: FOOTINGS 0 BOTTOM AND IV- INTO SLAB M; (2)-#5 CONT. HOO14ED TURN POWN SLAB DETAIL BOLT RUN DETAIL (TYP) RECOMMENDATIONS.
TOP & BOTTOM
2) StRUCIURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIIN. DES
0 TOP. FOR HORIZ. REINF 'Ri:EMENT USE a M TIED AT CORNERS (N.T.0 (N.1,S)
�ffi MIN. 18" GARAGE,
S4N LUMBER LfiM. VENEER LUMB713 LU 9 go, HORIZ. JOINT RLI:NFORCiMENT
Fb = 2,600 PSI G14 16" O.C. (MAX.)
Fb 1120 PSI
FV 90 PSI FY = 285 PSI
Fc1 565 Psi E - 1,900,ODO 48" MAk) OR
r I
Fe 1,455 PSI CONSt ENGINEER
I-OLOCKINO REO'D,
E 11600,000 PSI OS TURN DOWN SLAB DETAIL BETWEEN OU7RIOGEnS
3) ROOF & 1AALL SHEATHING SHALL BE 7/16- ORIENTAL STRAND BOARDS OR BETTER, Uo(W)x (H) CONCRETE FOOTING 2X4 BLOCKING 0 SHEATHING 40INT 2x4 OUTRIOOER
REINFORCED W/(2)-#5 ROOS CONT, EXCEPT @ GARAGE 4-FROM GABLE END a 40" O.C. /-HURRICANE CLIP H-2.5 CONT. 2x4 SCAB FROM TOP 70
SPAN RATED'AS SHOWN ON THE DRAWINGS. U-HANGER OR EoUAL 0 48'D.C. 80170M CHORD TO SERVE As NA)
7/10*STRUOIURAL ROOF SHEATHING - 20 BARGE RAFTER CONT. FOR X-HRACINO v a' D.C.
MASONRY, CONCRETE PROVIDE CLIP FOR 400 N9,
014DI I
IT LATE",
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH TYPICAL FOUNDATION DETAIL — — — — — — — 6x6xiO/10 WW.F, W 37— 7 kPOF LATERAL SH�AR
OR SOIL SAL BE PRESSURE-TREATED. SHINGLE STRIP BOTTOM CHORD OF COMMON
TRUSSES 0 24' O.G. BOTTOM CHORD OF GAOLE
5) COUrRACT0. SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH FASCIA i2d NAILS 0 8' O.C, END TRUSS
APPLICATION.,FASTENING SU13JECT TO MOISTURE SHALL BE HOT-OIPPED GALVANIZED TO ASTM
A-153-80. 2x4 X-ORACINO
SCHEDULE A TOP CHORD OF GABLE END (3) t2d NAILS
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AlS.C. SPECIFICATIONS. (2)-j* RODS CONT, TRUSS DROP 3-1/2- DOUBLE TOP PLATE
17ASTENING 1,UBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED TO ASTM A-183-80. ROOF TRUSSES STRAPPINO SCHEDULE TO TOP lPLj T E. 2x4 SCAB CONT, 70P 70
OF BEARING WALLS (PIRE-ENGINEERED FRAMING) MAX,
BOTTOM CHORD 9 8 (1, OFIENINa
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. INTERIOR STEP DOWN DETAIL FROM OABLE
TOP P CONT, 2x4 SOAD FROM TOP TO 2x4 OLOCKING 0 48" 0.0, RETK0
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MA� BE SPF #2 TRUSS No. OF? UPLIFT TRUSS TO TOP
t I OESIONATION (Ibg) PLATE OR TO STUD LATES; TC FOOTINGS — — — — — — — — — — — — — — — — — — — -
NSjEAD Or i SYP OZ. OATOR BOLT SOLE PLATE SHALL BE GITOM CHORD 0 X-BRACINQ OADI,%910 TRUSS AND FIRST
I I I �PROVIDE ADDITIONAL 2xTi Al COMMON.IRUSS
ALL TRUSS ENOS ANCHORED TO SLAB W/ 20 SCAB If VERT VERTICAL If HJG�ER THAN 48
EXCEPT ONES �j SOP; 1/2"0 VATOA BOLTS AGI!D As 2x4 STUDS 1/2'0 GAIOR BOLTS SPACED WEB 13 NOT PRESENT I TO FORM AN L SHAPE) CONT. 200'p 5YP. LATERAL
OUTLINED BELOW ET#9 a 161, O.C. PER SHEET #6 . ADDITIONAL BRACE Q 2,q O.C.
SCHI DUILE,"B" MISCELLANEOUS FASTENING SCHEDULE -rWIST- j TIZ SHOWN ON SHE EXP. BOLTS MAY BE NEEDED PER (.3 124 NAILI(
I 1307TOM CHORD OF ISOMETRIC VIEW
6x5XIo/10 W.WF. A?X-ORACING (3) 12d NAILS
CON611 CTION FASTENER NUMHERIOR SPACING SHEAR WALL TABLE ON SHEET #8 1 GABLE END TRUSS SHOWING LATERAL BRACE TO
1/2"d CATOR OOLTJ 3 AVO AS
TOP 0 SOLE P I LATE TO STUD, END NAIL 16d COMMON 2 17 6 L G'T7,%jmfsofv, SHOWN ON SHEET 1.8 1 X -20 TOP PLATE CABLE END TRUSS
yp (2) -PLATFORM FRAMING-
CONT. # 3
4 2x4 STUDS 0 16' D.C.
SIUD 'o Soa�' MTE. TOE NAIL 8d COMMON 1 4 neNw4 Hol-vDowg vrns x4xal (N.T.S.�
DOUBL` STUD� FACE NAIL lod COMMON 24" O.C. W1 L*r T 2 0 6: WApSOW BRACE P .1.410.C.
UOUBL,� TOP PIATES.,FACE NAIL 10d COMMON "" D.C. T-C J....- - I I - I " 1__� CAD FILE NAME
TOP RATES. LAP AND INTERSECTIONS FACE NAIL - 2-164 OR13-10d COMMON . ......
CONTINUOUS 1,1EADER, TWO PIECES 16d COMMON 16' O,C� ALONG M EDGE
tA (2)-#5 RODS CONT. HEIWEEN GABLE &FIRST TRUSS LOT. '22, a,0A,44e_'. C 0 V
if d CLIP a 40" D.C.. CLIP M IqT
PLYWO)D & PARTICLEBOARD SHEATHING: i PROVIDE A MIN. 400 tbs OF SHEAR.
------------------- -5450) 1 �1' DRAWING NO,
R;,�OF - 7/16" OR GREATER 8d COMMON a' O.C. EDOES & PLATFORM FRAMINQIAH`�
8" O.C. INTERMEDIATE INIERIOR THICKEN SLAB DETAIL
112" O-C, INTERMEDIATE 'A UNBRACEO LENGTH OF X-19RACING MAY (N,T,S-)
MISC, FOUNDATION DETAILS NOT EXCEED 10 ft.. IF LENGTH DOES APPROVED oy. LJG SHEE1 NO.
To FOR TRUSS DESIGNATION. EXCEED 10 ft., ADDITIONAL SCAB Iq REO-0. GABLE END DRAWN Vt APPROVED 04t
WALL - 7/10" OR GREATER 8d COMMON B" D.C. EDGES &,4 -TIE16OW4 NOTE:
8d COMMON 13* O.C. EDGES & LOUIS
FLOOR I- 3/4" i&G PLYWOOD SEE TRUSS INOINECRINO UY GABRIE E,
112" D.C. INTERMEDIATE . 3 9 OF
AS NOTE[)
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