Paradise Court 614 DATE:
02/28/02
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E7
IMUL
:Da;
FZ <
i 0 7antic seach
planning and Zoning Depa�tjient
liance with appji��able
This approval verifies coMP
zoning, subdivision and other local larld
development regulations, but does not constitute
approval for the issuance of permits. Compliance
with Florida Building Code and all other applicable
local, State and Federal permitting requirements
must be verified by Ignature of the City of Atlantic
Beach Building Jai prior t a issuance of a
Buildlog PefmiL
Ap9mved By'. mmu I eve opment rector
Date, -Z_
PER' 5PECTIVE PAGE
13UILP 5E-r F013ES RESIDENCE
�'s(L 06,10
DATE:
7' 9'8 1/2 -1- 24 -1 12Y4 1/2 1911112 CY-2128/02
1/2 611 5'31/2 14'5
E;� > r�
24- 5'8 1'4-
c,- 05 0
104
&42
BLW34W vyRm�o wR24W _7
WALL TO CEILING
OFFICEOEN/DEPROO 0
11'e)x 10'4 J_
CIA
0 KITCHEN
Ln
12Y x 10,4 c\j
U-)
> oi
— — — — — — — — — — — — -j� ['�
-LL TO V 5 51W(USE cu _j
FRE-CUT STUDS AW CAP WITH
FORCH 2X4 LIKE FLAW SHELF)
CA2'4 — — — — — — -- — — — — — — — — — — — — — — — -- — --
67 x 104 2'5 471/2 28
>j< y d
114 10 LITE INTEFIO?FKENCHPOQ?S LANAI
N ARROW POINT5 TO OPERATING PANEL
I" C\ OPR24M 42"KNEEWALL 2f
T 58 77 x 147 C) M
w RQ2 4 W
GF\EAT
1.7 X68
—y ROOM
1/411 -'13/4 1 5119)16
2111/'2 e 257 x '19'2
FOYER
rLANr!5F(ELF 710 1
671/2 24'
a 112 71 25
15,91/16
rf, ---STEP UP
2
12'
L='T
LAUNDRY
VII x 62 ATTIC ACCESS
2-4 4'
(INSTALL FLYyl00PVECQrN
ATTIC)
A A
21"ll x 194
5-,5HOE 5HELVE5
2�
DOU13LE 5HELVES
MA5TEF\ [31)KM c\j
\ �1 24 C\j
120 x 174
kD Q, C�i
<
-5
I�wkoyv
274 //2
Q 42— 1 m
9twq, DATH /TlO 12/
5rER DATH 5 4111 x r2l <
E�EPROOM
ALL VANITIE5- x '10,11
Acryte Fcatvc I
CIA
5ACK5AVER WX.
c\j
L
.7
2 77 77717 77777_7 77 777 7 444
_,4/ 4
0I
2'91/2 2'61/2 210 2-6 _251/2_ 11,101/2 LIVING AREA
'152L5 5q ft,
0 1/2 ��4 5t4 5,L'4 14'4 24 20'3 112
---------------- >
PLAN NOTES: 64'
CA5T IRON 51NK WITH WHITE VALVE PAGE
GARAGE POOR OPENER. FLOOK FLAN
PEEPHOLE IN FRONT POOR �5
13UILP SET HALL 13ATH MIRROR TO EXTEND OVER 13ANJO TOP SCALE: 1/4" 1 FOOT
—— ----------
DATE:
-- — -- -- - — — — — — — — — — — — — — — -- - — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — ---- — — — — — — — 02/2b/02
---71 12
r
SLOFE
SLOPE
OFFICEA)EN/bEPROOM FROM 8'
FROM a
ro ic),
KITCHEN TO
CATHEPRAL CEILING CATHEDRAL CEILING I
- — — — — — — — — — — -
FOKCH
2-7 — — — — — — — — — — L
u 3: IN
5LOPE
FROM 3'
GREAT
TO 10,
F
Floom
FOYER 10'FLAT CE10,G ROOF PITCH 15 7:12 UNLESS
OTHERWISE NOTED.
10-FLAT�EILJNG,' ' � / I
6 FLA-r 'O'FLAT CEILING ALL INTEPIOR PITCHES ARE
MAXIMIZED.
-Z -
10'FLAT CEILIPG
LAUNPRY
a'FLAT
GARAGE
6 FLAT
10'FLAT CEILI�G
T10 112 :>
MA5TER DPW
6FLAT
6FLAT
FLAT
E5ATH TPU55ES
1 0112/
MA5TER 13ATH ��NED
13EPKOOM FOR ATTIC
CATHEDRAL CEILli,,G 5TORAGE <
CENTER VAULT IN ROOM 6FLAT
FLAI
11 FA
8
5LOPE
FROM a,
To lo,
— — — - -- — — - -- — — — — — — — — — -- -- — — — — — — — — — — — — — — — -- — — — — — — — — — — - --- -- —
LIVING AREA
152.5 5R f t
ROOF PLAN PAGE
DUILP SET SCALE: 1/4" — I FOOT
k"oA tk5, 0- W"I+
REAR & LEFT ELEVATIONS DATE:
SCALE: 1/4" - 1 FOOT 02/28/02
17-
cir
7j
ji
T. -F
I ttt
If
.-L7
I fill -T-L-
<
<
:1E
T-
PAGf-
13UILP SET
7' 64'4541/2
-- — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
2
FLOOR OUTLET IN SLAE3 - MAKE SURE
FRONT IT GET5 IN5TALLEPI
I POKCH
L
(4 LANAI
LOWER)� (411
14150[f t
LOWER)
126 ect ft
371/2
4
1512
— — — — — — — — — — MAIN 5LAE5
1520 ocl ft
STEP Ur
O)A rAo-rvvV-61\ ea'��oy(j
-m Tyl�M GARAGE
0 We D-VNI Co p er 5 e c/s) TayKi�
lf&f av- (3 (4
LOWER)
sb'cLLvtivfj Fitt
176 309 5q ft
"'y
— -- — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — - — — — — — — — — — — — — — — — — — —
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - -
-- — — — — — — — — — — — — — — — — — — — — --
64'
FOUNPATIONFLAN
UNLESS RULED OTHERWISE BY THE SOIL E'NGINEER OR CONSTRU,OTION 5CALE: 1/4" 1 FOOT
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 ESTABLISH
THE DEPTH OF SOIL EXCAVATION AND BAQKFILL. NUMBER OF BORINGS SHALL
BE RECOMMENDED BY THE SOIL ENGINEEM
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 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 01Y DIFFERING CONDITIONS EITHER j(ol.L
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED
POSSIBLE FOOTING DESIGN REVISIONS OT XC, NO.
SHALL BE NOTIFIED AND
(LE. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE To BE IMPLEMENTED Ig CA C,[I fz(_
PRIOR To COMMENCING WITH FOOTINGS WORK.
DRAVANG NO.
DRAM! By, APPROVED CY� —pzx-
APPRoveD oy. LJG Tl�—1 L—w SHEET—No
DATE: 3/07- LOUIS GASRILt P.E.
-7
SCAM AS NOTED o t. OF
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — —
— — — — — — — — — — — — — — — — — —
61L) 711 to
1)74 1
71=7:1
%OrE 5LOrE
FROM 6
OFFICE/PEN/DEPROOM FROM
TO 10,
KITCHEN
CATHEDRAL GEILJN�
CATHEDRAL GEILJ�G
_4
8 Do m
-'A
mKCH
_T
LANAI
I rl!��- F=
OLOPE <
V �3 >
Jr FROM
GKEAT Z
TO 10,
- - - - - - - Lu
Ld
- - - - - - - - ROOM r
:5 0
7-
Z
0
z 0
tz
10FLAT GEILJ�G ROOF PITCH IS 7:12 UNLESS z u 6 MI�
FOYER
OTHERWISE NOTED, ow 0
19 FLAT CEILING ALL INTERIOR PITCHES ARE
0
10'FLATC' EILIN� u-
FLAT MAXIMIZE().
t14
if r2- z
F,
10, LAT GEILIN�
LAUNDRY
X 0
ui
01 FLAT
9 70
GARAGE AF
—7 Lau:
<k)
FLAT rN, Q
10'FLAT CHLIN� i t
;71
F_y__
-�j
=v
U)
"MASTER 13PRM
6 FLAT 06 mo
e- 000) 10
'N &FLAT 6 LAT
0 R
C) 0 OATH TRU55E5
0119/
PE51GNEE)
MA5TEK OATH FOR ATTIC
DEPROOM
.6ATHEPRAL CEILI�G 5ToRK0E
CENrER VAULT IN ROOM
6 FLAT
10 .
e FLAT
0
FKOM& CD
77�-�� OIU
Q 0
- -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — —
&. f 0 U41. Et*w skeo'r uJ4,s....__pLA0%%
.0�
1/4"s 1 11 010
ADDITIONAL NOTES:
----------------------------- TABLE FOR SHEAR WALL8 FRAMING 1) FOR LOCATIONS CLOUDED AS INDICATE LOCA-na�S WHERE HEADER BEAM SHALL BE
-------------- -- 1 0.
FLOOR) BOLTED PER DETAIL "B- ON SHEET Oq
SLOFIE (GROUND
-DW- SLOPE FROM ar
Flwmiy rov ERWISE 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENAONED ABOVE SHALL
TABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTH
THE SHEAR WALLS TABLE WAS ES BE BOLTED,P�ER DETAIL ??E!,014, SHEET #,q.
3) ROOF TRUSSIES SHALL BE STRAPPED TO TOP PLATES OF 13EARING WALLS AS SHOWN ON
NOTED IN THE TABLE: MON NAILS.
NG TO STUDS NAILING SHALL HE ad Com R 1/2" & 5/8" THICK BOARD
IuNG SHALL BE 5d & 6d COLLER NAILS FO SCHEDULE "A'," ON SHEET #41 - STRAPPING WLL BE ADEouAT.E To RESIST SHEAR FORCES
A) WOOD SHEATI
A F_ ;j B) GYP 130ARD TO STUDS NA TERIOR WALLS ACTING SIMULTANEOUSLY WITH UPLIFT FORCES.
RES�ECTIVELY. CHORS SHALL BE 1/2*ox 10- LONG -J-BOLTS* (A307 STEEL) FOR EX
C) SOLE pLATE-CONCRETE SLAB AN 4) THE ALLOWAIBLE SHEAR VALUES OUTUNED BY Sk-91 FOR E30TH EXTERIOR & INTERIOR WALLS
t" GREAT I HOR BOLTS FOR INTERIOR WALLS
I I I OR 1/2"0 x 7' ADHESIVE ANC HAVE BEEN RIEDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR
T"- Izoom WALL CONSTR!UCTION. ALSO THE ALLOWABLE UPUFT CAPACITY OF ALL METAL STRAPPINGS THAT
POOF PITCH 15 712 UNLESS SINGLE-OR SHEATHING TO STUDS FLOOR TO FLOOR CONNECT STUIDS TO TOP PLATES, SHOE PLATE� SHEAR WALL HOLDDOWNS AND TO STUDS OF
r Fom
anavvnF REQ'D SPACING
ALL INTERIOR PITCHES AKE NAIL SPACING ANCHOR FLOOR ABOVE: OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED
"r cam DESIGNATION SHEATHING DOUBLE SHEATHING ABOVE.
FLAT
6' / W 60, O.C.
SINGLE 5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WI-IERE WOOD POSTS SHALL BE STRAPPED
7/16' OSS (D.
(BLOCKED) AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET #9
e FLAT --------—----- 60' O.C.
GARAGE 41 1 1 4* 12 JA 1"D I (V T Ul�
7/16- OSS SINGLE SHCM W4(L �_b S)!6_T0tLA'*V
V FLAT GC"G (BLOCKED) --------------
----- -----
FLAT Bf FLA
0 11AM Mu5c 5
M5
Rx Tic
W3M SAIN BEDROOM L -pa (+
I(,_-
,e
tArrWINA COLN:;
0 &RAT
nAT — -----------
L Lot' 16 VaoJIse� C.ove CAO FILE NAME
6v 0
Fm"w I FC
roV DRA�VIN.G NO,
--- - - -------------
-------------------------------------- -- --- DRAWN BY: APPROVED OY�
Ili,"+ A7,6 Steel Rj)lt cOv�t7% WLkA RTvA T-C) LJG SHEET NO,
To carvv"ttc Spec- ov, 66 "J,c, (ffix�) Or 0,1 � T'-, &�. I I/V e- LOU.IS GABR P.E.
see- Aet�tz� vm%t- �keet- 60r- bl* ea It- 1pl� NOTED OF
ROOF TRUSS or sheet 4' roof
DESIGN CRIT4RI Haudeto P tru S. per SIT eet#
RECOMMENDED STUD SIZES AND SPACING
SCHEDULE "C"
WALL PLATE HEIGHT STUD SIZE SPACING 1. T4 IftIN
ye Londg Ll< �I I�. - .'(k%
10'-0" THRU 14*-0" 24 16"
2. Wind Loads 24" lo
8'-0" THRU W-10" 2x4 118, Roof.................__.20 #/Sq. Ft. Floor.........................40 #/Sq. Ft.
20 ng
14'-10 THRU 16'-6* 2x8 16, Three Second Oust Wind velocity Per 2001-FBC.........120 MPH WIs4d strop
I (Importance Factor) =1.0, Wind E:Kpoeurell B11
OENFRAL STRUCTURAL NOTES: 11 INOUS
19'-0" THRU 12' GCPi= (+)Or(-)0.18 ( Enclosed building) . 4015
12', "S I mp S6 l,;'.
1) ITI L�THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL OATOR BOLT 0
RE%IREMFNTS OF THE AUT14ORITIES RAVING JURISDICTION OVER THIS TYPE OF PER SHEET 15CNAL
C SIRUCTiON AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE THE PLATE H510HT REPRESENTS THE VERTICAL 3. Components & Cladding Design preasureas
UNINTERRUPTED SPAN LENQ1H OF THE MUD, Roof (Anywhere)� 50.1 Psf(Suction) , 23.7 Pof(Pressure)
WITH ALL APPLICABLE CODES AND REGULATIONS. IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING Wall (Anywhere)= 34.7 psf(Suction), 25.9 Pof(Pressure)
LA75RAL LOADS TO $HEAR WALLS DOES EXIST,
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR THEN THE SCHEOULE SHOWN ABOVE 0095 NOT
To COMMENCING WORK. APPLY. 0 GAIOR BOLT
3) C PPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS.
AN LES, PLATE% OPENINGS, SLEEVES, HANGERS. SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D"
BE REQUIRED OY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS.
FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA Nil WALLS
4) T1 bl! DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS 07HERWISE NOTED ON THE DRAWINGS)
REDROUUCLD WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. WIDTH IN FEET r
OPENING T Lrr il, 0 K),
U IC
5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND up To S-o" 3'-1" THRU W-O" e'-I'THR -01. (2)H-rT%Z, an
SIKL BE CONSTRUED '10 APPLY To ANY SIMILAR SITUATION ELSEWHERE IN THE WORK
I LINTEL (3)-2XIO's (3)-2)12'5 HQLOUvvyN1
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, — EXTERIOR WALL OPENINGS 14
E CONCRETE SLAB
JAMB USE TWO(2)STUDS or THE SAME SIZE AS RESE Or THE WALL BEIN C:NSIDERED
6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED �_TRAPPING 0 TOP & 130TTOM EXCEPT AT' Q�,) CQ,Nei
Foil A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING CONCRETE
*� TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED 4STAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN SL,
COIDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, -A-Ul . I /SLA13
ON SHEET #
THE THREE (3) PLATES MENTIONED ABOVE� OF THE DRAWINGS
IT IS;THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND STUDS SHALL BE CONTINUOUS'FROM TOP PLATES TO SOLE P AT:S.
SEOUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING
Eli C[ION.
C01\STROCTION N TES: PREENGINEEIRED ROOF TRUSSES Detail "13", Jamb strappilng
LO_NdK,V_: PREEN""""' ROOF
0 G,
ATOR NUT @ -top Bott.
'SES Det
ciA,I
1) AIjL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI
comp essivE STIR.ENOTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. Detail )ICI)
3% SIX 1/8" Jamb strapping
2) OR WA\ T.S.))
FZTINOS 51-IALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON GATOR WASHER
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM ((N, @ top & Bott.
DRY DENSI1Y (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (I (Q BELOW THE BOTTOM OF THE FOOTING. HURRICANE STRAPff�IJNG�PER
3) BEARING MAIERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANOY SOILS, SCH. "A' ON SHEET #1
WHICH WILL REQUIREO PROPER COMPACTION. Qr? IN COMPACTED STRUCTURAL FILL, THE 85ARING ((N.T.S.))
LEVEL'SOILS. AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 9679 OF THE MODIFIED TABLE 1606.1.4
PROC[OR MAX141UM DRY DENSITY (ASTM D1557) MISID-BPRINIE DE13HIS PROTECTION FAST'ENING SCHEDULE
14) OCLNG STEEL SrALL BE ASIM A-615 GRADE 60 STEEL CONFORMING TO ACI 301. FLORIDA BUILDING CODE—BUILDING: FOR W06D STAUCTORAL PANELS
R
A ACI 31B AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 1/2"0 GAIOR BOLT
3'15.
PER SHEET IS
5) CON NUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE FASTENER FASTENER SPACING(In.)1,2 10
SPLICE TYPE
At
LA D A MM OF 36 BAR DIAMETERS Ol? 24". WHICHEVER IS GREATER UNLESS
OTI IER I WISE NOTED, Panel 6.ah�'!5 2,ft 2 it<Panel Span 4 it.4 Panel Span 5 it<Panel$pan
11 E hift CONCRETE COVER FOR FOOTINGS SMALL BE 3 In, MIN. FOR REINFORCEMENT. <4 h 4 6 it 8:it OATOR COUPLER
FqOTINGS (TO MAIN REINFORCEMENT)........... 3 Inches
SLAB ON GRADE.....................................................CENTERED 2 1/2 M Wood Screw3 16 16 12 9 TOP PLATE
OF WALLS
2 1/2#8 Wood Screws3 T_
7) HoRIZONTAL BEAM AND FOOTING BAR$ SHALL HE DENT V-O'AROUND CORNERS OR 16 16 16 12 RIM JOIST OR BEAM
CORI, ' —idl 4
Double-HL.dd N s 12 6
IER BARS WITH 2'-0" LAP SHALL 13E PROVIDED.
8) CONTRACTOR %IALL PROVIDE SPACERS, CHARS,, BOLSTERS. ETC. NECESSARY TO tUPPORT
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES Sl: I lrich=25.4 mm I foot=305 mm
S14ALL HAVE ENDS WHICH ARE PLASTIC.11PPED IOR STAINLESS STEEL.
9) ALI, REINFORCING DETAILS SHALL CONFQRM TO MANUAL OF STANDARO PRACTICE FOR Notes: L
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED 1. This table 13 based on a.maximum wind spetd,Df 130'mph(513 mfs)'and mean too(height of 33 feet(10 m)or less, '�-IJSE LS-f A3� ONI�1901?
ORIOWISE ON-DIE STRUCTURAL DRAWINGS, 2. Fastejners shall be Installed at opposing ends:of the wood structural panel. 1/2"0 GATOR BOLT
10) ALL. CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENT$ 3. Where screws are attached to masonry or masonry/stucco.they shall be attached using vi brat ion-�esls tant anchors having a minimum withdrawal capac. PER SHEET #'8 A--
FOR CONCRETE"ACI 318 LATEST EDITION, AND *SPECIFICATIONS FOR STRUCTURAL CONCRETE ity of 490 to(2180 kN). OATOR COUPLER
FOR BULDINGS" ACI 301. Nails shall be 10d common or 12d box dou.b.le-headed nails. CORNER DETAIL POST S7RAPPING. 0 TOP,
MASONRY 1 1/2"0 OATOR BOLTS SPACED EXPANSION JOINT (N.T,S) I
1/2"0 GATOR BOLTS SPACED I
1) C 4j.ETE MASONRY UNITS SWL BE ASTM C90-75, HOLLOW LOAD-BEARING CO�CRETE PER SHEET # . ADDITIONAL STUD WALL PER SHEET # ADDITIONAL REMSS SLA13 3/4"x 10" WIDE 6N 6' OR 4"x 4" POST
MA101`111Y UNITS. TYPE I, GRADE N-11, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER —#4 RODS CONT, I EXP, BOLTS MAY BE NEEDED PER AT GARAGE DOOR CATOR BOLT SYSTEM USE 46U
OF � 00 PSI ( f , M = 1500 PSI $HEAR WALL TABLE ON SHEET f 4" PPNC, SLAB Y//BxBxIO, 10 W.W,F. SHEAR WALL.TABLE ON SHEET Y Oxftlo/lo W.W.F. EPDXY GROUT-\ :
F I INSTALLATION INSTRUCTIONS AACV10(7.
2) MOI`tfi SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. 1)DEIERMINE THE STARIINO POINI AND MARK EIIIHER THE DRILL 6
N
R'rTs 'SLAII
C
AT GARAGE
FORM BOARD HOLI LOCATIONS PRIOR TO CONCRETE PO
-TYPE WITH
STUD WALL A TO CONCRETE
.1) HORIZONTAL MASONRY JOINT$ REINFORCEMENT SHALL BE GALVANIZED TRUSS IF"J-8CLTS`ARE USFO On BOLT LOCATIONS OPRECTLY UR
6 In. CAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE. MAX, 116 In. D.C.. $400/110 W.W.F. ON THE HARDENED CONCRETE If EPDXY ANCHOPR 001.15
ARE USED.
8 MIL� V�B. OVER POST STRAPPING 0 BOTTOM
WOOD RAMN WELL COMPACTED TiliATED, FILL CONCRETE FOOTING 01T.S.)
2)CORNER LOCATIONS SHALL 09 PER WAIL'L' (ON THIS
LL 5HEET.
I) ALI. WOOD FRAMING SHALL BE SYPCt2 AND INSTALLED PER AITC AND TPI AND NATIONAL #4 ROD$ VERT. ON 411" 0. '. k AT CORNERS, 3)INSTALL COUffRS,WASHER9&NUTS WHERE WOUIRED POST STRAPPING
DESIGN SPECIFICATIONS FOR WOOD NSTRUCTION. -'D 6" INTO A
VERT. ROOS SHALL BE HC )K. PER DETAIL 0 ON THIS SHEET AND PER MANUIFAO70RER.s
FOOTINGS 0 BOTTOM AND 12' INTO SLAB -e (2)-#5 CONT. HOMED TURN DOWN SLAB'DETAIL E30LT RUN DETAIL (TYP) RECOMMENDATIONS. TOP & BOTTOM
2) ��TRUCTURAL WOOD MEMBERS VALL HAVE THE FOLLOWING MIN. DESIGN VALUES: a 0 TOP. FOR HORIZ, REINF IREEMENT, USE ...*
M—M C & TIED AT CORIIERS MT.S.) MIS.)
SAWN LUMBER LAM. VENEER LUMBER Ef 9 go, HORIZ, JOINT RI!;NFORCEMENT MIN. Ia" @ GARAOE 6
Fl� - 1120 PSI Fb - 2,600 PSI ON 16" D.C. (MAXj
Fy = 90 PSI Fy = 285 PSI
E
MAX.) OR
al a 666 PSI - 1,900.000 PSI 48
Fc - 1,455 PSI CON LT ENGINEER BLOCKING REO'D.
E = 1,600,000 PSI
33 SHALL BE 7/16- ORIENTAL STRAND BOARDS (OSEI) OR'BETTER. IG.1(W)x 13�'(H) CONCRETE F007ING TURN DOWN SLAB Ut IAIL 2X4 BLOCKINO 0 SHEATHINO JOINT 2x4 OU7RIOGER BETWEEN OUTRIGGERS
3) ROOF WALL SHEATHINi I
SPAN RATED AS SHOWN ON THE DRAWINGS. RENFQRCEO WZ(2)-#5 ROOS CONT. EXCEPT 0 GARAGE 4- FROM GAME END 4a'OQ. /—HURRICANE CLIP H-2,5 CONT, 2x4 WAS FROM TOP TO
U-14ANOER OR EQUAL 0 4a*oc, BOTTOM CHORD TO SERVE As NAILER
— — — — — — — — — — — — 7/16"STRUCTURAL ROOF SHEATHING 2x4 VARCE RAFIER CONT, FOR X-QRACIING 0 a' D.C.
4) ALL W60D MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL _11I _ - PROVIDE CLIP FOR 400 Ibs.
OR WIL SHALi. BE PRESSURE-TREATED. 64)(110/10 W.W.F. xr, SHINOLE STRIP BOTTOM CHORR OF COMMON OF LATERAL SHEAR
TRUSSES v 24 O.Q. BOTTOM CHORD OF GABLE
FASCIA
5) CONTRACTOR SMALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SURED FOR EACH
12d MAIL$0 a" 0,0. END TRUSS
APPLICA11ON, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPEO GALVANIZED TO ASTM F
-80, SCHEDULE A
A-15� 77 0 Ole. '--TOP CHORD Of OABLE ENO (3)) 12d NAILS
""uL ""'"'
'ET'IEE' OU
1 1, ANI
ON E 3'G AL
Go
214 0
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.1,3.C. SPECIFICATIONS. (2)-J5 RODS COINT. TRUSS DROP 3-1/2- DOUBLE TOP PLATE
FASTENING SUBJECT TO MOISTURE $HALL BE HOT-DIPPED'GALVANIZED TO ASTM A-163-80. ROOF TRUSSES STRAPPINO SCHEDULE TO TOP PLITE
OF BEARING WALLS (PRE-ENdINEERED FRAMING) 2x4 SOAH CONT, 70P TO MAX,
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. BOTTOM CHORD 0 8 (t. OPENING
INTERIOR STEP DOWN DETAIL FROM GABLE
i
8) CRA6E,OF LUIABER To aF USED FOR THE FABRICATION OF STUD VYALL�. HAT ut Zri` TRUSS No. OR UPLIFT TRUSS TO TOP
INS[EAD OF SYP #2. DESIGNATION 4 (lbs) PLATE OR TO STUD TOP PLATES TC FHOTINGS - - — — — — — — — — — — — — — — — — — — — - __—CON r. 20 SOAU FROM TOP TO 2X4 BLOCKING 0 4a" O.C. RETUEN
OA1QR BOLT SOLE PLATE $HALL BE CHORD 0 X—ORACINO CABLE END TRUSS AND FIRST
ALL TRUSS EN051 U FOMIOTI14MOE ADOITIONAL 2x4's AT COMMON,TRUSS
ANCHORED TO SLAB W1 2x4 SCAB IF VERT VERTICAt.IF HICHER THM 4d'
M;4PT ON0 0-IT5 LST11", �sop; 1/2"0 OATOR BOLTS I AC11D AS 2x4 STUDS 1/2"0 oATOR BOLTS SPACED WED 19 NOT PRESENT 70 FORM AN-L' SHAPE)
SCHI D�LE "B" - MISCELLANEOUS FASTENING SCHEDULE OU LINED 0 IWIST- S a 181, O.C, I CONT. 2x4x8'#2 SYP. LATERAL
Tit PER SHEET j ADDITIONAL BRACE 0 O.C.
. EXP. BOLTS MAY BE NEEDED PER 2d NAILS(I BOTTOM CHORD OF ISOMETRIC VIEW
CONI�111 CT11I N FASTENER NUMBER OR SPACING Hq 6xax 0/10 W.W.r. SHEAR WALL TABLE ON SHEET j A"?X-8F?ACINO CABLE END IRUSS (3) 12d NAILS
1/2*0 OAT09 DOLTS I AG!O,AS SHOWING LATERAL BRACE TO
716 L&I.;%,IA PS09, 38"N ON SIIEET J. GABLE END TRUSS
'FOP 0 SOLE PLATE TO STUD, END NAIL 11 6d COMMON 2 ri7::X — — (2)-2x4 TOP PLATE
SIUD '0 SOLE PLATE. lof NAIL 8d COMMON 4 6 wwo HoVDI)OW4 V rv�)s -PLATFORM FRAMING-
DOUBL, SIJDS. FACE NAIL 10d COMMON 24' O.C. \W/LT T 2 0 6: $1 A?10 0- '4. CONT. 2x4x&' #2 SYP_j
WUM TOP PLATES, FACE NAIL 10d COMMON 161 D.C. 86 . - -"I,.- I-, LATERAL GRACE 0 1.14'10 C 2x4 STUDS 10' O.C.
-RS-CTIONS FACE NAIL - -16d Of? 3-10d COMMON - co �1 ...I"': :k
TOP P YES, LAP AND INTC C 2 2xil BLOCKING 0 91' O,C CAD FILE NAME
BEIWEEN CABLE &FIRST TRUSS
CONTI UOUS HEADER, TWO PIECES 11 ad COMMON 16' O.C. ALONG EA, EDGE 1-7 iIti tA &T,'�uApsW, (2)-gS RODS CONT. LOT, 16 pNaq�sr_ ' Co�c
CLIP 0 40"0,0.. CLIP MUST
71C lbowp NIA' PROVIDE A MIN. 400 Ibs OF SHEAR.
?1�0 LD & PARTICLEBOARD SHfALHLN(L, 4,55 L41A h L 6eadL, DRAWING NO.
-----------
ROOF - 1/16" OR GREATER ad COMMON 6" O.C. EDGES & PLATFORM FRAMING4�H )�,
rT H
8" O.C. INTERMEDIATE -?-,,SItA 50pi INTERIOR THICKEN SLAB DETAIL
TO
WALL 7/10" OR GREATER ad COMMON B".0.0, EDGES &.4 NOTE: GABLE END DRAWN BYs APPROVED BY;
12 O.C. INTERMEDIATE A4�1 UNEIRACED LENGTH OF X-EIRACING MAY )SHEET NO.
MISC. FOUNDATION DETAILS NOT EXCEED 10 It.. if LENGTH DOES APPROWO sy: LJG
FLOOR - �/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & 4 SEE TRUSS ENCIN9CRING BY FOR IRUSS DESIGNA110N. EXCEEO 10 ft., ADDITIONAL SCAB 15 REO'D. OAlEi 3/oZ- LOUIS GARR P.E.
12" D.C. INTERMEDIATE . � I 1�
SCALE; AS NGTI�o OF