Paradise Court 617 DATE:
11/30/01
C%
51;C;
City of Atlantic Oesch
Planning and Zon beparlimeld
This approval verifies COmPhOnce with 9ppkable
zoning, subdivision and other local land
development regulations, but does not constitute
approval for the lasuanoe Of Marmits. Compliance
Wth Florida Building Code and all other applicable
local, state and Federal perMitting requirements
must be verified by sl ture Of the C f Atlantic
APPROVEO , Beach Building Prior k the 6 no* of a
CITY OF ATLANTIC BEACH Building PermlL
]BUILDING OFFICF- Approved Or,CoMn 0- I pment Directo
AN 14 2 2 Date-
PERSPECTIVE FAGE
PLAN REVIEW SET HEAL) RESIDENCE
POOR FROM GARAGE TO LAUNPRY 58' DATE:
ROOM TO 13E SOUP CORE METAL 7 961/2 24 tip I Z4112 13111/2 OUTSIPE SHOWER lv3o/ol
POOR. TRIM CARPENTER TO INSTALL 55 1/2 871/2 4' BIP AE 41
POGGIE POOR SU?FLIEP DY OWNER 0
05 wal 1'4
pww
U—T—I 4414Z,41-1 1 X 44
I pg W NLL TO CSLING-�
2-48r x b4*VME PANTRY
CADINET5
AVXSTABLE S�-IELVES
Lo
GATH AL CEILING col KITCHEN
ROOM IM x 104 Ox 10'4
— — — — — — — — — — — — —
(Z WALL TO V-56/&(USE 5GREDEP LANAI
POP\CH\\\)C M-OX STLIDS AND CAP WITH 'n 4�47
\ I I A ZX4 LIKE PLANT SHELF)
67 x 167
2111/2 24 L-2-t
L
>
14 2
42"KNEEWALL
R5' WKZM
t
LIVING
4068 177 x 1,94 (s) �i
1 2'1111 101/4 .1 31:� �yll 9/16
L
71/2 Rip
>.65 FOYER
75 x 511
;tr 1101/2
3t 1/2 10 3 1/2 66 10',31/2
E i�l
x, C-11
(OA
7 7 .7 .7 7 7 77 7. 7 7 7 7 77-7 z 710 17 illro
--I ME
to — — — — — — ... T
LAUNDKY
677 STEF UP 6 x 62
D C
LFA
F WITH
T4
42'.
L�VI
4OW
177),
Fo
24 4'1/2 MASTER DORM
V9 x 14' 2,3
HALL
Ill x V3 711
GARAGE 1101/2
21'4 x 174
LLJ
---Asp
cli 31/2
Mr-ACCESS
DEMING.IN CLOSET
(INSTALL PLYWOOD
411 x 47
7/16
13ATH <
411 x 21 W
T
7: <
DATH
ex 411 13ATH
OX411
CLOSET Stmbrd T-ftt 02
411 x!5n c"I PR2436-7--�R
A22-3
((:DD.
01
LIVING AREA
1518!5ct ft ffi� 210 2m. IE 216 ?�l I.M.- 310 �Y41/2 ZY 1/2
2151/2 11 54 1216 54 65 661/2 1
K--
I lw=
FLOOR PLAN PAGE
PLAN REVIEW GIET SCALE: 1/4" 1 �OOT
c, I ri PacaAt5e-,�*'�
DATE:
r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - --
/ 11/30/01
2 r472W�ai�40 INGV 5LOrE
ADA*7ABLE SMYES
FROM 8'
TO 10'
CFFICE/OEPK00Mlf)INNG KITCHEN
ROOM
—.4"PLANT SHELF L
r
PORCH BOTTOM AT&5" SCREENED LANAI
CATHEMAL ------
CENTER VAULT IN SLOPE
Room
at—p FROM 6
LIVING TO 10'
10'FLAT CEILING 6 's;
FOYER 0)
C)
PLANT SHELF f
10'FLAT CEILIWv 114-
XOYFLAT CEILING7
-- — — — — — — — — —
T
LAUNPRY
^4 r1l
6 FLAT MA5TER ff)OM
6FLAT CATHECRAL
GARAGE CEILING
no 1/2 CENTER VAULT IN uj
17 ROOM — — — — - -
CL05ET
FLAT
r//4
00 FLAT
6FLAT 13ATH uj
TRU55ES
PESIGNED
FOP,AMC Qs
STORAGE 6 FLAT OATH OATH <
8'FLATT
I <
F D
ROM 81
�To la
SLOPE
LIVING AREA _7
1318 50[ft
DOOR SCHEPULE WINPOW 954EI)ULE
NUM5ER JQTY SIZE CODE REMM9 MPFER ary SIZE CODE
Poo 1 506& PARK 50-WME COLONIIAL woo -7-77�5 � 11-6X 6"7579713LOCK
Fol 1 6066 MARK 50-WHTE COLONIAL wol --5-- 3060 MMM 50-WHrE COLONIAL
F02 1 16070 PANELED�fEEL�WRAGE POOR WITH JN6ERT5 WO-2 2 4020 MARK 50-WHTE C OLoNIAL 6�SCCURE-TEMPERED
003 3 -TO-6& 6-PANEL INTERIOR W03 1 306L�STEEL 6-PANEL STEEL W/5I1)ELR;7Hf
004 2 2568 6-PAREEL WERIOR rXKET W04 i I WU8- 112-&'GLA55 BLOCK
P05 2 707�Z 6-PANEL INTERIOR?OCKET 2. 12060 _NlAKK 50-WHrE COONIAL
P06 3 2666 6-rANEL INTERIM,
TU7——T—-266� 6-50LID�NE STEEL 1)13L BORE ROOF PLAN PAGE
PLAN REVIEW 5ET SCALE: 1/4" 1 FOOT 4-
DATE:
11/30/01
ELECTRICAL NOTES:
NO OUTLETS INSTALLEP IN
2-41Y x W MiM fANMY
c
vivs
MIRRORS IN 13ATHRIOOMS A"SYAftE SKLYES
HOOP VENT IN5TEAP OF KITCHEN 00
O1F11,V5EllR",VP1NlN9
ROOM 0
MICROWAVE po 2
4 FLOOPLIGHT5 WITH MOTION PORCH N
*71 5CREENEP LANA] 3: cQ
Q -1-4 K)
-- — — — — — — — — — m . %
SENSOR 10'1/2
2 FLOOR OUTLETS
NO LIGHT KITS ON ANY u
LIVVI
1210 7/16
CEILING FANS
os,
OWNER TO PO ELECTRICAL FOYER
WALKTHROUGH Fl
0
4:0
Q
IV
MD
Li
LAUNDRY
(�IASTER 13E)kM
sp
GARAGE 110112 t
00 1
J-1 x TV 40or
DEDROOM CL05ET
DATH I
01 oz
:0 . i DATH OATH— <
c5p k_)
L_cL05ET:::j
P_
LIVING AREA
PAGE
FIRST FLOOR ELECTRICAL
AN REVIEW SET SCALE: 1/41, 1 FOOT
I ri fiacocA,,
FRONT & RIGHT ELEVATIONS DATE:
SCALE: 1/4" 1 FOOT
11/30/01
FF
JLI. ....
I I I I I I I I Ild III III [
C) (s)
E
T--A----r---L---it�
uj
I I I
0
Not 11 �l MI . 1 . I -7-L I
I I I I I I I I I I I �j _1 1 . I_ III
1 E
III 111 1 , L-r
Cs
<
PAGE
LPLAN REVIEW SET 16
REAR & LEFT ELEVATIONS DATE:
5CALE: 1/4" 1 FOOT 11/30/01
I p-
L
L,I I I r I I I I I
<
C)
ILI
MH
11M 1-H
TTT
PLAN REVIEW SET
7- 3,941/2
F
7
7 F
F
\7
FOKCH LANA]
1 (4' 1 1 1 (4"
L
I LOWER) LOWER)
144 5q f t
126 5o[ ft
37 V2
10,
L
- - --- - - - - - - - - - - - - - - - --- - - - - MAIN
HOUSE
SLAD
STEP UP-4" 1306 5q f t
0 LA4' 0 YI per $p8C%
GARAGE
(4�1 -�f-e-4'ej,
\,j/(o w'14 or 19 ck-ff ii r,
LOWEF\)
391 5q f t
21'8 1/2 3651/2
58'
UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRU.CTION FOUNPATION FLAH
PROFESSIONAL THAT IS FAMILIAR NTH 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 SCALE: 1/4" 1 FOOT
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 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 CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW
FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE L 6-r ci
OF 2000 PSF. IF CONTRACTOR F-OpND ANY DIFFERING CONDITIONS EITHER V ISE cour CAV VILE NAME
THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED
C 0 'A' 'IAM
FOOTING DESIGN REVISIONS JALX. BEACH, FL. U4DRA
SHALL BE NOTIFIED AND POSSIBLE D ;A N-c,'-�76
(I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED DRAWN my;
Is I,
A F3
A- ATIPPOVED gy;
PRIOR TO COMMENCING NTH FOOTINGS WORK. PPRO'40 Or. LJFI---
'AIE�DAIE; NO,
LOUIS A F3 P.E.
SCALE: Als NC�UD ol
IF
\4 10 to I OF
— — — — — — — — --
A
y Z..,\�k
A I., J ).
I a vn
TABLE FOR
SHEAR WALLS FRAMING
/I/Z '
(GROUND FLOOR)
THE SHEAR WALLS TABLE WAS ESTABLISHED AS-SUMING THE FOLLOWING CRITERIA UNLIESS OTHERWISE
NOT-ED IN THE TA13LE:
5LOFE "N
APAOTAKE SMYES -1/ /
FROM 8�
A) WOOD SHEATING TO STUDS NAILING SHALL, BF 8d COMMON NAILS.
ROOM RESPECTIVELY. RjjC 6
OFFICE/OEDROOM/OININGG KITCHEN TO 10' B) GYP. BOARD TO STUDS NAILING S14ALL BE 5tj & 6d COLLFR NAILS FOR 1/2" & 5/8" K CARD
Q SOI-E PLATF-CONCRETE SLAB ANCHORS SHALL BE 1/2-OX
l'-j I OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
.4"rLANr 5HELF 10- LONG "J-BOLIS'* (A307 STLEL) FOR EXTERIOR WAILS
�H BOTTOM AT W"
5
SCREENED LANAI REQ'D. SINGLE C)R
CATHErRAL SHEATHING TO STUDS FLOOR TO FLOOR
DESIGNATION SHEATHING DOUBLE SHEATHING NAII, SP
CEILIN3 ACING ANCHOR SPACING
GENrER VAULT IN
Room A 7116 OSB SINGLE
SLOPE (BLOCKED) 6" 12" 60" o,C,
FROM
LIVING ro 10, 7/16" Osa SINGLE
(BLOCKED) 4" 12" 60" O.C.
4
FOYER 10'FLAT GEILW
I-- F
PLANT SHELF
)JR
G
rLIVING
jp
R
10'FLAT CEILIW, 10.
FLAT CEILINS
TF I X
LA ..
r x
zf� M/
ff= 7 r ADDITIONAL NOTES:
IEJ�
TIONS CLOUDED AS INDICATE LOCATIONS MIERE HEADER BEAM SHALL BE.
1) FOR LOCA
BOLTED PER DETAIL "B" ON SHEET # 10
LAUNMY
\ .1 . 1 2) ALL EXTERIOR WALL OPENINGS 07-HER THAN THOSE MENTION�.D ABOVE SHALL
L----\-�. -"v! BE BOLTED PER DETAIL "E" ON SHEET
FLAT 1�
MASTER BPRM 'TRAPPED TO TOP INATFS OF BFARING WALLS AS SHOWN ON
..�:� ., / / / b 1 3) ROOF TRUSSES SHALL RE S
SCHEDULE "A" ON SHEET #4 - srRAPPING3 MLI: BE ADEQOAi[
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. 1-0 RESIST SHEAR FORCES
8'FLAT CATHEPRAL
GARA(JE 1 4) THE ALLOWABLE SHEAR VALUE:% OUILINED BY SBC
VO 112 CEILING7 -91
HAVE BEEN REDUCED By 18% TO ACCOMODATE THE USI'FOR ROFIJ FXTFRIOR & INTERIOR WAILS
I OF' #)- �4,f- GRADE OF' LUMBER FOR
CENTER VAULT'IN WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CArACIjY
CONNECT STUDS TO TOP PIATES, ()I; -ALL METAL. STRAPPINGS MAT
FLOOR AL30VE OR BELOW HAVE BEEN REDUCED EAR WA(A. I-101[A)OWNS AND TO S-jL)OS ()I,
ROOM SHOL PLATE,
ABOVI, By 187- FOR If IF SAME REASON MLNHONED
CLOSET
FLAT DEDROOM 5) FOR LOCATIONS CLOUM D AS INDICA rE (OCATIONS W1 if 'l- WOOD P05fS SHALL BE '�fNAPFED
6FLAT OATH 6FLAT AT IOP & BOITOM AS S[jo�%�N ON DEIAIL "A" QN SHLET #1..r)
TRUSSE5
PESIGNEP -;'I i C C T#
FOP,ATTIC 54xg i
Gy
STORAGE
6 FLAr DATH OATH
8 FLATT
E 0
General n te
F ROM a,
-To v
-7 : 12 9 O�erhangs shall be 24" wide (max,)
.. ... ...... -FCC- G I I Roof pitch shall be
----------
2. Roof trusses shall be preengit,
— eered prefiribricated SYPI/2 wood trusse&
3. see sheet # to for lumber Specifications, nailing requirements, etc.
LIVING AREA
1,310 501 f t
U.
...... .....
Y.
Tkw" $tat
1/1Z,
;.11A-:-IF_�
I— r—r-6k-- "'NT-�ELF
CO
Cchtivm0lit f(a-A. -rot rL.A,
CH AT bl�
CATWOPAt vC1A– foot
G UU3 Sfax
FROM 6'
TO V
....... "r OF 4�is skat
LSO �et,4 IAI*- of/16&t
F YER
1(yFLArCE1L1hC-
--1UFLATCEh.1 lo ��t,6 F-4-A
'ALq)zy
L L
6FtAT
MA5ftX WRW
&�LAT
GARAG�,
C-F�VAULT W
'1)v1AT DEMOOM
&FLAT
&F�AT SATH
Uu%F.5
FN AtTIr
&aAT JIIAIH
8FLArf
_.,rov
r
0 CAD F�ZE AMC
JA X. D F A C�-I, FL.
By;
Vrgo%to E),t,.
0 y
...........
A7r- j./ SHEEI NO.
AS NOT'E-D AB P <
kI 0&1 1; 7
So Sri
roof p*r sheet#
ROWOr Ss Haadm W t so
SCHEDULE
AC
DESIGN CRITERIA RECOMMENDED STUD SIZES AND SPAC11
LIVE LOAft ............. ...............20/9Q. it, PLATE HEIGHT SIZE ING 20 go. 24" long
ROOF.................................................... 20 11 B.
8,-v THRU V-100 NOUS
WIND-LOADS: BC-1997 EDITION)................... 'Go M,P.H. 10'-0' THRU 14*-0" 20 S60.
WINDNELOCITY (PER S -1997 EDITION) ......JEFFECTIVE PEAK ACCELERATION,A0<0-06 14'-10 THRU 18'-6* 2x 1/2*0 GAIOR BOLT
SEISMIC LOAD (PER SBC EFFECTIVE PEW VELOCITY, Av<D.OS 191-o" THRU 2Z'-O* x 12" PER SHEET #61
GE RAL STRUCTURAL NOTES: x 0 12-
BE IN CONFORMANCE WITH ALL 4TS THE VERTICAL
***- THE PLATE HEIGHT RWRESEI
FORMANCE UNINTERRUPTED SPAN LENGTH OF THE STUD. 0GAIGR MOLT
IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING
LATERAL LOADS TO SHEAR WALLS Docs Exls;T,
E PRIOR THEN -(HE SCHEDULE SHOWN A13OVE DOES NOT
2) APPLY.
SHALL SUPPLY, L HORS, SCHEDULE "D" 61111ifso
3) C NTRACTOF EV HANGERS, SLABS DEPRESSION AN HES AS MAY ALL BE AS FOLLOWS FOR ALL LOAD BEA NI WALLS (2)141TA
AN ES, PLATES. OPENINGS, SL TO ACCOM I OTHER NOT 0 N ON THE DRAWINGS. FMING SCHEDULE FOR OPENINGS SH
WI CS D To ACCOMMODAT
BE REGUIRED By ATTACHED DRAW
WALLS
OPERTY OF THE ENGINEER AND MAY NOT BE USED Olt (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS)
4) 1 ESE DOCUMENTS ARE THE PR 0 WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET 61-11 THRU TL.-W 'S CONCRETE SL;A13
RE RODUCED WITHOUT EXPRESSE Up To N-V 3'-1* THRU d'-O" EXTERIOR WALL OPENING E
(3)-Z 12's LS/� COWNCRE
BE TYPICAL AND AT
5) L DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO STRAPPING 0 TOP & BOTTOM EXCEPT AT
(3)-20 O's
SI TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK LINTEL N-2d's ER LOCATIONS SHOWN
L BE CONSTRUED TO APPLY DUN C;ODMED GARAGE DOOR & OTH
E EPT WHERE A DIFFERENT DETAJL IS SHOWN. JAMB USE M(2)SM Of HE SMC SL7E AS THU or THE OL __ '. , 4, ;, ."..j
ON SHEET #dj OF THE DRAWINGS
6) SUBSURFACE 01. CONDITION INFORMATION IS NOT AVnLABLE, FOUNDATIONS WERE DESIGNED 2' PLYWOOD FILLER MAY BE USED ISTAD Or
FOR A 2000 PSF SOIL BEARING CAPACITY- CONTRACTOR SHALL REPORT ANY DIFFERING TWO 12�PLAIES WITH A 1/1
CO DITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. THE H EE (3) PLATES MENTIONED ABOVE.-
7) IT IS THE cONTRACTOR'S SOLE RESPONSIBILITY To DETERMINE ERECTION PROCEDURE AND STUDS SHALL BE rAWrINI 1nIIS'FROM TOP PLATES TO SOLE P AT-.S. Detail "B", Jamb strapping
SE ENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING PREENGINEERED ROOF TRUSSES (9) top & Bott.
ER'GTION. 0A1OR NUT Detail "C", Jamb strapping
Co STRUCTION NOTES: 3"x 3"x 11/8' ((N.T.S.)) a top & Bott.
GAIM WASHER
OF 3000 PSI
500 psi CONCRETE. HURRICANE STRAPPING PER
SURFICIAL SOIL OR UPON Scm. OA* ON SHEET 110 ((N.T.S.))
ROCTOR MAXIMUM
BOTTOM OF THE FOOTING,
FINE SANDY SOILS,
LL THE BEARING
111111 WIL UIR PR PER 95% OF THE MODIFIED
LEVEL SO F R OM ACTION, SHOULb EXHIBIT DENSITIES —1/2*0 GATOR SMT
PROCTOR xIMu RY ENSITY (ASTM D1567) - CONFORMING TO ACI 301, PER SHEET fel
4) R 114FORCING STEEL SkALL 13E ASTM A-615 GRADE 50 STEEI
AC 315, ACI 318 AND CRSI MANUAL OF STAN�ARD PRACTICE, LATEST EDITIONS
5) A CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE GAToR COUPLER
LA11,SPLICED A MIN. OF 36 BAR DIAMETER$ O� 24', WHICHEVER IS GREATER UNLESS TOP PLATE
0 ERWISE NOTED, OF WALLS
6) TI-E mIN, CONCRETE. COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFORCEMENT. RIM JOIST OR BEAM
FOOTI14GS (TO MAIN REINFORCEMENT).....................3 Inches
SLAB ON GRADE .............................................CENTERED
7) H RIZONTAL BEAM AND FOOTING BARS SHALL BE DENT 1'-0*AROUND CORNERS OR
I
Cc NER BARS WITH 2'-0" LAP SHALL 13E PROVIDED.
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT USE LSIASC. S1440NIS19fte
:ING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
REINFORC PLASTIC TIPPED OR STAINLESS STEEL�
SHALL HAVE ENDS WHICH ARE 1/200 GATOR SOLT
9) ALL REINFORCING oErAILS SHALL CONFORM TO mANUAL or STANDARD PRACTICE FOR PER SHEET f4i
DRAWINGS.-04 ACI 315 LATEST EDITION. UNLESS DETAILED GATOR COUPLER CORNER DETAIL T TRA I G 0 TOP
DETAILING REINFORCED CONCRIETE STRUCTURE (N.T.S.)
OfHERWISC ON THE STRUCTURAL
WITH *THE BUILDING CODE REQUIREMENTS MT,S.)
W) ALI CONCRETE WORK SHALL BE IN ACCORDANCE RUCTURAL CONCRETE
FOR'CONI ACI 318 LATEST EDITION. AND 'SPECIFICATIONS FOR ST 5-x Or OR 4*x 4' POST
FOR BUILDINGS' ACI 301. 1/2-0 OATOR OLT$ SPACED I EXPANSION JOINT GATOR BOLTSYS.TE USE AI&U ,"51PLP40d, ?OLT
Q
rl
PIER SHEEI I REMSS 9-m 3/4*X 10' MOE
ADDITIONAL
MA�,�IIRY 1/2*o GATOR BOLTS SPACED NEEDED PER AT GARAGE DOOR EPDXY GROUT DRILL 6' INTO CONCRETE
--75, HOLLOW LOAD-BEARING CONCRETE PER SHEET #01 . ADDITIONAL STUD WALL E*. BOLTS MA BE rj I exuio/lo VLW.F. INSTALLATION INSTRUCTIONS
1) C GTH ALLIABLE ON SKET
3 D WALL
MIN EIE MASONRY UNITS SHALL BE ASTM C90 R S C SHEAR W
TYPE 1. GRADE N-1. NORMAL WEIGHT, WITH A MIN. COMPRESSIVE SIREN EXP. SOLT$ MAY BE NEEDED PER #4 RODS CONT.
CONC
C'
ONPY UNITS, T4* CONIC. SLAB W/GxBxlq 10 W.W.F.
P
E
PS'4
0 L
E
JE �A
SHE W
AR ALL, Al
ON SHEET M
SHEAR WALL TABLE SJU LL P
OF 2000 PSI f m 1500 PSI )' STUD WALL I OST S_T_RA-P—PING.9601TOM
OF TYPE M OR S. ARE USED.
SHALL CONFORM TO ASTM C270 AND BE 00 SHALL K PER DETAIL ON INS
2) MORTAR INFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH 6xSxiO/jO W.W.F. CONCRETE FOOTING 2)COMM LOCATI
(2)-JS CONT. HOOM SHEET.
3) HORIZONTAL MASONRY JOINTS RE BLOCK COURSE, MAX. 16 in, D.C.. MIL V.S. OVER ^�L�AN. TIED AT CORNERS PING
AT ALL SPLICES AND PLACED AT EVERY OTHER WASIM&NUT11 WFIC KQURED POST STRAP
WELL Comp MIN, le 3)INSTALL C."
6 In. LAP ACTED IS EATED FILL 12-� Po9m.'"S SHEET AND PER 4ANUFACIURER'S
PER DETAIL -
TOP & BOTTOM
P)
y REOOMMENDAIIONS,
_WOkD &A-M-INg #4 RODS VERT, ON 48" 0. !. k AT CORNERS. (N.T.S.)
j) ALI. WOOD FRAMING SHALL BE SYR #2 AND INSTALLED PER AITC AND IN AND NATIONAL W)K-.D B* INTO LAB DETAIL
VERT, RODS SHALL BE r4 a CONT. HOOKED TURN DOWN S
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. FOOTINGS 0 BOTTOM AND 12* INTO SLAB & JED AT CORNERS
6 TOP. FOR KORIZ. REINF 0111MENT, USE MIN. lar 0 GARAGE
j
STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES 9 go, HORIZ. JOINT RENFORCEMENT
2) Af LAM. VENEER LUMBER ON 16 D.C. (MAX.)
N LUMBER h. BLOCKING RrQI
Fb w 2,600 PSI 1-20`� N OUTRIOCIERS
Knu
9D PSI T1, 20 BLOWNG 0 SHEATHING JDINT HURRICANE r Ha2.5
F 1120 PSI = 285 PSI j1.9* , .
Fv (MAX.) OR is 294 OU11R"M ODNT-jx4 SCAB FROM TOP 70
F E - 1,900,000 PSI 4r TURN DOWN SLAB DETAIL 4'FROM OAM EHD 0 41r 0& Olt EQUAL CHORD To SERVE AS NAM
Fc,I a 555 PSI CONSULT ENGINEER 4tr a M
U-HANOER MOTBRACING*W O-Q PROVIDE CUP FOR 400 MO.
Fe - 1,455 PSI 2A IIARGE RAFIER CW- OF LATERAL SHEAR
E . 1,600,000 PSI 20"(W)x 10"(H) CONCRETE FOOTING 7,46'STRUC"AL ROOF SHEATHING
3) ROOF & WALL SHEATHING SHALL BE 7/16' ORIENTAL STRAND BOARDS (OS9) OR BETTER. EXCEPT 0 GARAGE
-#5 RODS BI Ofl=OF COMMON
DRAWINGS. REINFORCED W/(2) CONT. SHINGLE STRIP TRUSSES If 24"OX, BOTTOM CHORD OF GABLE
SPAIN RATED AS SHOWN ON THE IN CONTACTED WITH MASONRY. CONCRETE TYPICAL FOUNDATI.2N DETAIL 0600/10 W.W.F. FASCIA 12d NAILS 0 S'0r- END TRUSS
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR Top CHORD OF OA13LE END (3)12d NAILS
RE-TREATED. 2x*X-BRAOING DOUBLE TOPPLATE
OR SOIL SHALL BE PRESSU 0 111 06C. TRUSS DROP 3-1/2-
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH 14 . �-,'i .- .11 1
APPLICATION. FASTENING SUBJECT To MOISTURE SHALL BE HOT_oIPPED GALVMIZED TO ASTM SCHEDULE "All (2)-#5 RODS CONT, 2--
M
I.S.C. SPECIFICATIONS. 2x4 SCAB CONT.TOP TO OPENING
6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLiTE BOTTOM CHORD 0 8 it,
-DIPPED'GALVANIZED TO ASTM A-153-80. OF BEARING WALLS (PRE-ENGINEERED FRAMING) FROM GABLE U4 13LOCKING 0 43"O.C.gCTMEN
'bR STEP DOWN DETAIL OONT.2x4 SCAB FROM TOP TO OAgU END TRUSS AND FIRST
FASTENING SUBJECT TO MOISTURE SHALL BE HOT INTERI RACING
-1 — — — — - M CHDRO 0 X-6 , COMMONIRUSS
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. - — — — — — — — — "pRlVm ADDITIONAL 2x4,s AT
12 TRUSS No. OR _�I;LIFT TRUSS TO TOP TOP PLATES TC FOOTINGS L BE VERTICAL IF HIGHER THAN 411"
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF I DESIGNATION* (lbs) PLATE OR TO STUD GATOR SOLT SOLE PLATE SHAL 2.4 SCAB If VERT 70 FORM AN*V OLAPIE) CGNT.2949VP VID, LA79RAL
T_ I
15 NOT
ANCHORED TO SLAB W/ Wes IS NOT PRE BRACE 0$g Oc. ISOMETRIC VIEW
INSTEAD Or SYP J2. 5 ACD AS 2x4 STUDS 1/2-0 GATOR BOLTS SPACED 61 CHORD or (3)12d NAILS
AU.TRUSS ENDS S-f 12.,-S) 9w, 0 1$" D.C. PER SHEET j 0% . ADDITIONAL 12d NALS(TYP) GANZ END TRUSS SHOWNG LATERAL BRACE TO
FASTENING SCHEDULE ImcarmISLOW IWIST- iTgo Exp. BOLTS MAY BE NEEDED PER W X-MACING GABLEEND TRUSS
6xoxlO/lO W.W.F. SHEAR WALL TABLE ON SHEET 141 -PLATFORM FRAMING-
HI'DULE "B" MISCELLANEOUS (2)-2x*Top PLATE
FASTENER NUMBER OR SPACING 1/2"o CA70A 04XIN 0 AC!D AS
CONNECTION SHOYN ON SHUT 11. MY, 2x4xWcf Sw a"grum q is' D.C. CAD FILE NAME
AL SRA
,nf LA3ER
2
16d COMMON - UA
TOP C� *to &FIRST 00 C.00 E:
4 :0**2*06C.
SOLE PLATE TO STUD. END NAIL
SIUD 0 SOLE PLATE, TOE NAIL 8d COMMON W1 L11206,' ill LOT P Apt-
DOUBLE STUDS. FACE NAIL 10d COMMON 24'O.C. 4:11- .
UOUBL: TOP PLATES. FACE NAJL iOd COMMON Is, D.C. (2)-#5 RODS CONT. CLIP 0 44r 04C.-UP MUS
j()p pi�if% LAP AND INTERSECTIONS FACE NAIL - :2-18d OR 3-iOd COMMON m&T,%ImfSd0, PROVIDE A M6% 400 r"OF SHEAN- A9. i&Ilahco, L, DRAWING NO.
CONTINUOUS HEADER, TWO PIECES 16d COMMON 16' O,C, ALONG EA. EDGE NIA' 20" PL APIP110WO Wt.
pLjyo TII�!H _I 14L's .% INTERIOR tHICKEN SLAB DETAIL CAB -DRAVM LJG SHEET NO.
"T _ING -'L a SlArSOM& NOV CKTS) APPOMO 0.4
8d COMMON 6: OC EDGES HOT 0,. 1 UNBRACED LENGTH OF X-BRAGING MAY E.
ROOF - 7/16- OR GREATER 8 O:C: INTERMEDIATE min NOT EXCEED 10 IL.If LENGTH DOES DAV LOUIS AB
6" D.C. EDGES TO 'Tj EID Ow i) MISC. FOUNDATION DETAILS III NEWD.
8d COMMON EXCEED io It, ADDITIONAL SCAB 1� lk�, WALE: AS NOTED \7A
WALL 7/16* OR GREATER 12* D.C. INTERMEDIATE ENGINMING By PILPINL FOR MUSS DESIGNATION.
SM TRUSS
rk