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FOUNDATION PLAN ..................................................................
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DATE:..........................
.7
EXISTING RE51DENCE ADDITION EX15TING RE51DENCE ADDITION
1�)nck rollock(typical) >
------- --------------------------------- - ------------------------ ----- L2—w-J1 General Notes
.......... ------
(2) 2x 10
- --- - ------------ ----------- ------
Vf_RIfY` ALL DIMEN5ION5 AND
WINDOW SCHEDULE
HTT,,!2 (typic-i 0 EX15TING CONDITION5.
HEAD
01-011 SIZE ROUGH OPENING �,5-�l
HEIGHT ALL DIMENSION5 ARE MEA5URED
WxHT TYPE MATERJAL 5ERIES SUPPLIER Width by HeiL3ht QUAN. typical >
151ab elevation A.f.f.
TO fACE Of BLOCK, fACE Of
0
for rl�r_ference only 2844 7-4" 2
5inje hun6j aluminum EXERC15E BEDROOM ffRAMING MEMDER5 - UNLE55
51nelle huncj aluminum 2 16-1" wall plate OTHERWISE NOTED,
(2) 3050 1 1 1
�u
F_1-1
ALL NEW PLUM13ING f IXTURE5,
K-1 'Gil TILE, LIGHTING fIXTURES,
5hactled areati repre5ent
wallm and portitiori-3 CADINETRY, APPLIANCE5 AND
f LOOP, COVERING5 TO 13E
FLOOR PLAN NOTES 5ELECTED AND APPROVED BY
2CG8
2pc�!:i #4 x Y-0' it inside New 2"x4" 5pf #2 5tud walls with double- IT I OWNf R5 BASED ON
corner(typical 2 location!5) 2"x4" syp #2 top plate and 2"x4" 5yp #2
8" deep>� I G'wide monolithic thickened bottom plate. POOL EQUIPMff NT—- CONTRACTOR PROVIDED
51ab with 2 #5 continuou5 1/4 r ALLOWANCE5.
ROOM OG8 bi-fold
2GG8 full cjla55 exterior french steel door.
HVAC 5Y5TEM REQUIREMENT5 TO
8'-1 wall Plitc 5hTlf t rod --interior 5hearivall
froln existirizJ flo
I med. M
BE DETERMINED BY OTHER5.
Ba5e cabinet (to be 56CC-tea by Owner) with .,:m J
---------- ------ --- ---- --
121' laminate counter top and stainless steel Utility 51nk- 5TRUCTUP\AL 5Y5TEM5
RffQUIKEMENT5 TO 13E X51GNED
T:)-
Co
Ff—:p-_41 Six panel exterior 5teel door.
V DETERMINED BY OTHER5.
C?
19 19
3G" vanity on 4" ba5C to raise vanity to 3G" DE5IGNffR A55UMff5 NO LIAE31LITY
f OR ERRORS, OR OMI55ION5 IN
;T
a.f.f. with cultured marble counter and
C 0�,5
inte(,3rated 5ink.
Ol BUILDING FLAN5, CONTRACTOR TO
-Oil EEHZZZ�k 7_
41
joint
GO" by 30" bathtub with tile 5hower VERIfY THAT 5COPE Of WORK
Ur__
5-I
enclosure to 7-0" a,f.f, no soffit above.
MEET5 ALL APPLICABLE CODE5
_G crnu 5tep PRIOK TO COMMENCE MENT Of
-,,,2X,PLUM13ING WALL V� Concrete, 5t00F, 5ee- foundation plan. f35terl flew 5tud!3 to eXl5t1r16J will franlinq with G
112*0 x ,5" liq 5crew5 with 2"0 wj5hei5 @ 2Gr.& WORK.
:t
32"o-c- (typical 3 locationn,)
Cut and remove existinq brick veneer.
G'5tep P
Fff'-9 eMOVe eX15tincj bathroom window and 5helf 4 rod above
_T
CL
frame in.
11-0- TILIT-Y-FO 4
FOUNDATION PLAN NOTES
-- ---- ------ ----
EX15TING STEM EX15TING BEDROOM
4" concrete 51ab on compacted fill With GxGx 10
I((?) 2X 10
\&WM on .006 mil vapor barrier, soil to be treate-0
WALL FOUNDATION I
---------------- -- ----------------- ------- with chemical termite. barrier by current bond holder ti5ten new stuJ5 to exielting wall frolmincj wlth_� G"!3tep I rc 5)mp5oll
112'0 A 8*laq 5crew5 with 2'0 WJ5her5 @ 7 0. HTT22 (typical) ' Dity of Atlantic Beach
1 2" 8" CMU 5tCM Wall Qjrout all ceII5 with concrete,) 32'ox. (typical 3 location5)
0'-0" �_r interior -.�Iliearwalll
10" deep by 20" wide continuous concrete r2 gamin eubd1vlsion—&;F;i-6r ioasi tend
de"loprftnt but does riot constitute
footin6j with 2 - #5 rebar continuou5
7
FZ ft ance of permits. Compliance
si':
:011orld MAIIIng Code and all other applicable
%*K 11111tots,and Federal permitting requirements
8" acep by 8" wide continuous concrete, must be vieffied by a f Atlantic
drill G" and epoxy #4 by I'-G" _J
thickened edqe, with I - #5 rebar continuous Beach Building Pft 10 age
horizontal dowel at 24" o.c. (typical) GARAGE fu X
See, structural 5heel;5 for foundation 5terdetaiI5. 8"-1" will Platt!
nt IDiredw-
5.11mcwt joint fr�om exit�tincj floor
-Im
EX15TING BATH 7070 overhead
cjar�i_qe_doo_r
2'
-71' 7" .'tep 7" 5tep
EX15TING
drill G" and epoxy 2pc5 #5 by LAUNDRY
2'-G" lone3 into exi5tincj fcotincj Exi5tinc3 residence is 5hown for reference, to
lu
(typical 2 location5) 4A additions only. Rooms and partition5 are,
10 PC 51mi;-=,on No. Revision/Issue Do
---- 2GG8 11
I , (2) 2x10 with
_\---- -- on field MCZ15urement5, VEPIFY ALL DIMENSIONS
Q I Ff;P--4
-I - \ plywood flitch
AUD EXIZINQ QQNDITIQN�2 PRIQ&TO (4) 4X0 1
14" approximate. Exterior walls are- accurate based HTT 16 (typicA)
LL -------- - CONSTRUCTION. 7'5tep General Contractor
4 4
2 2
1ho5e ineltall I pc 5irnp5oo 5THD 14 eiribect !3trip fa5ten new elwdp to exi!5ting will frarninq with pc 5imp5on 5TH D 1+ernbEJ 5trap 58 DUILDER5
llb,lb,b each nide of overhead door J12"O x 8" 136J 5CreW5 with 2"0 wzinlher-3 @ ho!3e each 5icie of overhead door ippenin-j
32"o.c. (typicil 3 locition5) bibb I . .
G97 DEACH AVENUE
pipe5
L
meter ba5eq meter batie
ATLANTIC DEACH , I'L
7.0"
T-3 (904) 249-2400
5" 112" �9i 112'
fAX (904) 248-581 1
1/2" CDX PLYWOOD SHEARWALL SHEATHING
verify openinq with jarac3e door AS PEP, STRUCTURAL SHEET 5-2.
manufacture's 5pecification5
INDICATES I pc 5IMP5QN dTT22 WITH 5/5" Firm Name and Address
0 X 12" ANCHOR BOLT.
JOHN ROWAN DE51GN, INC.
X INDICATE5 I pc 5IMP50N HTT I G WITH 5/8"
3G 17 MAR5H PARK COURT
0 X 12" ANCHOR 501-T.
EXISTING GARAGE EXISTING GARAGE JACK50NVILLE bf-ACH , fL
NUMBER Of IFULL HEIGHT 2" X 4" 5PF No. 2
STUDS, EACH SIDE OF DOOR it WINDOW (904) 992- 1004
OPENING.
Project Name and Address
r
_P 2 5 2002
APPF?OVEO 13ROWN RENOVATION5
City of Atlantic Beach Cffy OF ATLANTIC 8
Building and Zoning IWILIDING 738 PARK TERRACE WE5T
ATLANTIC BEACH , FLORIDA
His FOUNDATION PLAN
f LOOK PLAN
EX15TING RE51DENCE ADDITION EX15TING RE51DENCE ADlDITIO rd
Ct Sheet
< 2002-0012
AREA CALCULATIONS, OSEP 2 5 9no Date
ADDITION (CONDITIONED) 488 SQUARE FEET City of Atlantic Beach 7/22/02 IA� 1 .
GARAGE ADDITION 143 SQUARE 17EET Building and Zoning Scale 11 1
ffOUNDATION FLAN TOTAL UNDER ROOf G3 I 5QUARE IFEET f LOOK FLAN 1 /4 1 0 Of 4 5HEET5
SCHEME TWO 5CALE 114" 1 '-0" 5CHEME TWO 5CALff 114" 1 '-0"
Project N
(--Is
1�Ri
Ine U",o
= �
BATH
L 7'51,
8 IL J,
NJ
�6 NC�
[3 UK
Ji F:L
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0 P R B KO
,,F ATLANTIC F
Lc), G
�73e
TL
N 01,F8EF
ic
A A
F U I
0
rLO(
ED"' 7/2 210 2
Sol,1 11=E
/4 1
J
General Notes
VERIFY ALL DIMEN51ONS AND
EX15TING CONDITIONS.
ALL DIMEN51ON5 ARE MEASURED
TO FACE Of BLOCK, FACE Of
FRAMING MEMBER5 - UNLE55
OTHERW15E NOTED.
outline of axmtinq roof ALL NEW FLUME51NG f IXTURE5,
5tructure, n&-w roof to
"plane-into"exi5tinq TILE, LIGHTING fIXTURE5,
verify and .......;�,V, CABINETKY, APPLIANCES AND
match exi5tinq 4 12 f LOOP, COVERING5 TO BE
2 PC5 51Mp5on MSTA24 5trap5 three tab fibcrql.1a55 5hinqleD(riatch exi-31;inq) 5ELECTED AND APPROVED BY
each 51de Of window openinq exj!5tincj roof beyond
5011clCr cour5p- (typical) OWNERS DA5ED ON
Wall plate, M/5 CONTRACTOR PROVIDED
IX
101011, ALLOWANCES.
I PC Simpson M5TA24 5trap5 --- HVAC 5Y5TEM REQUIREMENTS TO
each 51de- Of door openin6j _r 13E DETERMINED 13Y OTHERS.
-----------
A �_r
M
brick veneer
I T
5TRUCTURAL SY5TEM5
(typical) -7-7r-17--L—� T- EX15TING DEDROOM WING
REQUIREMENT5 TO BE DESIGNED
(NOT DETAILED)
T_
DETERMINED BY OTHER5.
r--7-7,
brick rollock (typical) II11 III
-I- L L L.T T.
W
DE51GNEP, A55UMES NO LIADILITY
--L-7
0i Ut exi5tinq floor elevation 2 fOK ERRORS, OR OM155ION5 IN
— — — — — — — — — — — — — — — — — — ---
reference only r-7-1-7
I 13UILDING FLAN5. CONTRACTOR TO
--I-- 'T. I
approximate qrade Fr_F-771 VERIFY THAT SCOPE Of WORK
ADDITION EX15TING RE51D'ENCE MEETS ALL APPLICABLE CODES
FRICIP, TO COMMENCEMENT Of
WORK.
5OUTH ELEVATION
'SCHEME TWO SCALE 114" 1 1-0,1
verify and
12 match exmtinq
three tab fibdrqlJ5!5 shm,31e5 4
(match exi5tmq)
12
I pc 5imp5on MSTA24 straps
Olider cour5e (typical) wall Plate
each 5ide ofclooro��nincj_ +
T T--Ejl-
I'll L 7 1 1
7__ rr- _T_ -r-L-T-L-TL-r
r
T__T T__
........
FF-4
T 73
III
A-T
_L L
..........
T��L
rz- I
_ _ I I . T I U-011
T exi5tln!� floor elevatioin
T--r--
_L Revision/issue Date
T--
reference only
aWroximate CO.
EX15TING USIDENCE ADDITION �_irmtall I pc 5impgon 5THD 14 embed 5trap General Contractor
each 5ide of overhead door �y5tem
58 UILDER5
EAST ELEVATION G97 DEACH AVENUE
ALL NEW MATERIALS AND
ATLANTIC 13EACH , f L
5CHEMETWO 5CALE 114" 1 ,-0,, f WISHES TO MATCH EX15TING
------ (904) 249-2400
three tab fibcrqla!5!5 ohiriole!5
(mitch exi5tincj) fAX (004) 246-581 1
verify and outline of exi5tinq roof
match exintine] 12 5 ructure, neW roof to
verify and 4 .4'-0" off-ricicie vent plane-mto"eX15tInCJ
h exi5finj) G'-O*off-ridge vent match exi5tirlej 2 PCs Simpson MSTA24 5trap5 Flrm Name and Address
th ree tab fibercjU55 5hinje5 (matr
exi5tinq roof �eyond I PC 5imp5on M5TA24 5traps each 5ide 5olicler course (typical) each 5ide of window openincl JOHN ROWAN Df-51GN, INC.
of door/ window openincj (typical) wall plate +81-J U 50licler cour5e (typical)
I - 3G 17 MAR5H PARK COURT
for
QD
-2.
4
__7 _r�_
7� 1-1 T
T,
L
brick veneer
7-- T—r-- I I r-IL-r-L
T
(904) 092- 1004
7
L 7r- 7a:
=I=T:_ I (typical)
brick veneer 7
J_r", d I
fp- E3 ------
7-7-
_r_L , (typical)
--r- 7 1
L
L -- - - - - �T
__T_L
I-
T_ T-- 1 -7
=-I:—T_ --- ---
1 -7----1' 7�
L 7--L brick rollock --1 7 and Addross
Ll
r-
T-- (ty 121 Ca 1) Project Nome
7
7- r '7 _T I I -T ZZ� L-
-7 '_=:��4
_J_ �_��: �:� exi5t1qcj floor elevat
7-
_T_ _r ion 0'-0"
47'L
T - , ... 'L n f, :r--,—T— " DROWN RENOVATION5
_T: L -I- _L_ F,� I reference only
�LT
r
J -, -T-L-r:
T__T_ L-,'i-T-L T i. - T.
approximate qrade approximate grade 17 P R R
EX15 ENCE ADDITI AIDDITION EX15TING RE51DENCE ATLANTIC DEACH , fLORIDA
TING RE51D _,__�bnck rollock (typical)
NORTH ELEVATION WEST ELEVATION ELEVATIONS
SCHEME TWO 5CALE 114" 1 _0 SCHEME TWO 5CALff 114" ) '-0"
Project Sheet
2002-0012
Date
7/22/02 A- 2
Scale 11
114 1 '-0" OF 4 SHEETS
07 34 Pa-r
.'4
EX15TING RESIDENCE ADDI1LQ
EXISTING RESIDENCE ADDITION
General Notes
VERIffY ALL DIMENSIONS AND
ELECTRICAL fIXTURE LEGEND
EX15TING CONDITION5.
WALL MOUNTED LIGHT
ALL DIMEN51ON5 ARE MEA5URED
Roof Note,5: TO FACE Of E3LOCK, FACE Of
I , All mea5urement5 are from face- of wood framincj-
CEILING LIGHT
-E)- 2. Facia to be rake cut. (verify * match exi5tin(a) ff RAMING MEM13ER5 - UNLE55
(0 pECE55ED LIGHT fan prewire 3. Soffit to be level back (match exi5tincj), ;r OTHERWISE NOTED.
5, mea5urea from wood frimincj
4. Overhancj5 to be I'-&' @ cave
unle55 otherwi5e noted. (match exj5tinq) ALL NEW PLUIVIDING f IXTURE5,
FLOOD LIGHT
5. 5heathincj to be, 1/2" CDX TILE, LIGHTING fIXTURE5,
G. Dry in felt to be- 30 lb. orcjanic felt.
DUPLEX RfCEPTACLF-
CADINETRY, APPLIANCES AND
t exiFtjncj) io
7. 5hincjlp-5 to be three tab fiberqla!55, (match
SWITCHED DUPLEX RECEFTACLE 8. All roof plane-5 to be 4 in 12 pitch. (match em5tim-3) f LOOP, COVERINGS TO E5E
6 5ELECTED AND APPROVED 13Y
ULT INTERRUPT
GFI GROUND FA OWNERS 13A5ED ON
5
TOGGLE SWITCH 0 CONTRACTOR PROVIDED
------ ALLOWANCES.
3 WAY TOGGLE SWITCH F�l J
CABLE TELEVISION OUTLET HVAC SYSTEM REQUIREMENTS TO
4
TELEPHONE JACr\ 13E DETERMINED 13Y OTHEK5.
\V
WP WATER PROOF FIXTURE
Post STRUCTURAL 5Y5TEM5
EXHAUST FAN location and requirements of I I 2"xG" 5y12 #2 collar tie5 @ 48" on new WaII5 below
-NT5 TO DE DESIGNED
REQUIREIVIF
center (every other rafter 5et). 5ee,
5wimminci DETERMINED BY OTHER5.
electrical ecluipment for wp,
SMOKE DETECTOR pool to be cle5ijnea by other5 -& 5tructural 5heet5 for placement and
fa5teninj 5pecification5.
9 NTED LIGHT Df-51GNff R A55UME5 NO LIA13IL11-Y
WALL MOU
f OF, ERROR5 OR OMI55ION5 IN
(7, All new raftei-5 to be 2"x8" 5yp #2
UNDER COUNTER LIGHT ONTRACTOR,TO
-r5 and DUILDING PLAN15. C
rafter,5 @ 24" o.c. New hip raft&
ERIFY THAT SCOPE Of WORK
SPECIAL ELECTRICAL CONNECTION II board to be 2"x 10" 5yp #2. New V
MEETS ALL APPLICADLff CODES
ceilinc3 J015t5 to be 2"xG" 5yp #2 @ 24" — — — — - -
-7i
on center, U.N.D. PRIOR TO COMMENCEMENT Of
0wr 6 1
WORK.
new roof cleckincj 5hall be
112" CDX
50 amp 5ub-pane--1 for pool equipment roof 5heathinj w/ &I common wire
- I - I,F naiI5 @ 4" o.c. at panel eJc3e5 t i;"
and electrical 5eirvice for new addition
O.C. in field (unle55 otherwi5e, noted)
f I I
ELECTRICAL NOTE5 (electrical 5ubcorntractor to verify load D
requi J I L with 30 lb. felt over
remeril;5 anc� 5ize 5ub-rar
kjrlcj post
PULL 3 WIRES TO CEILING FAN I 4-�-fltjqre5ce t
2"x 10" 5yp #2 lecl4jer board. attached
LOCATIONS AND PROVIDE
SUPPORT AT CEILING FOP, FAN.
to each existinej, roof tru55 with two
EX15TING BEDROOM #12 x 3.75" r6of.,cjrip 5clI with
ALL SMOKE DETECTORS TO BE 1 110 wa5her at ea6h tru55 inter5ectton.
WIRED TO SOUND WHEN ANY 2'xG'.` No. 2 collar tie
OTI-Iff R SMOKE DETECTOR 15
ACTIVATED. I 12c 5imp5on H2.5 with I 0-8cl I I
&-eX15ItInCJ line of eaves
�y 1 .5" naiI5 at each rafter to
PROVIDED f OF, to L-;e removeei
ELECTRICAL LAYOUT lecicjer (typical)
PLANNING PURPOSES ONLY.
CONTRACTOR TO VERIFY 5ELECTION fluore5cent 4
Z.
AND PLACEMENT Of ALL ELECTRICAL
EQUIPMENT.
TS AT ALL
PROVIDE Gfl CIRCUl
OUTLETS AT WET OR DAMP
AREAS.
EXISTING 5ATH
- - - - - - - - - - - - - -
7�2
F 0
-boy-
EX15TING
C) No. Revision/issue Date
LAUNDRY
Exi5tinL� re5idence 5 5hown for reference- to
acIdition5 only. ROCI and partition5 are-
approximate. Exterior waII5 are accurate ba5ed 2GG8 General Contractor
2"x 10" 5yp #2 ledc3e-r board attar-he 6),
j roof trU55 with two
to each exi5tinc
on fie-ILI Mea5uremenl;5.,��—
Q EN5[QN5 DITIONS -T�� 58 BUILDER5
Tl=
IM, ____&N i —� #12 x 3.75" roof c3rip 5crew5 with
pgIOR STRUCTION.
1 10 at each tru55 inter5ection G97 DEACH AVENUE
receptacle mounted in ceilincj "-".<-,
for qarac3.e- door opener - overf rame with 2"x&' 5yp N 2 ATLANTIC DEACH , I'L
rafter5 at 24" o.c.
provide- low volta6je wire a5 LJ
-rator
--meter baze requirer-i for ope (904) 249-2400
fAX (904) 248-581 1 2
5ervice panel
nq 200 any
-2 Firm Name and Address
JOHN ROWAN Df-51GN, INC.
3G 17 MAK5H PARK COURT
J ACK50NVILLE BEAGI-15 fL
(004) 992- 1004
EX15TING,- GAKAGE
Project Name and Address
5ROWN RENOVATION5
1738 PARK TERRACE WE5T
ATLANTIC DEACH , 17LORIDA
Dutch cjable
outline of ex(5tinq buildinq line below ROOf fRAMING PLAN
— — — — — — — — — — — — — — —--- ELECTRICAL PLAN
7
EX15TING RESIDENCE Project 2002-0012 Sheet
EX15TIlING Rf 51DENCE ADDITION Date
7/22/02 A- 3
Scale
1-011 Of 4 SHEETS
Roof fKAMING PLAN (P
ELECTRICAL PLAN
SCHEME TWO 5I5CALE 11411
SCALE
1/411 1-011
5CHEMETWO,
Fa
............ ....... ....
YA
4
General Notes
VERIFY ALL DIMEN5101\15 AND
EX15TING CONDITIONS.
ALL DIMEN51ONS ARE MEASURED
TO f ACE Of BLOCK, FACE Of
FRAMING MEMDER5 - UNLE55
OTHERWISE NOTED.
ALL NEW PLUMBING FIXTURES,
TILE, LIGHTING fIXTURE5,
12
�hrec tab fiberglass O�r_� All new rafter5 to be 2'x6*5yp #2 CADINETRY, APPLIANCE5 AND
shingles over 30 lb. felt 4 rafters @ 24' o.c. New hip rafters f LOOP, COVERINGS TO BE
and ridge board to be 2*x 10' syp
LOT 5 SELECTED AND APPROVED 13Y
#2. New ceiling joists to be, 2xG'
syp #2 @ 244 on center U.N.O. DLOCK 10 OWNERS 13A5ED ON
new roof ,;Iecking 5hall be 112" CI)x CONTRACTOR PROVIDED
v,!�ntllation baffle batt N. 30 03' 10" E.
110
roof sheathinq wl 8d cornmoil wire P,-3Qiber6
ALLOWANCES.
4" o.c. at panel ejqes G'
V
o.c. in field (unless otherwise 4 HVAC 5Y5TEM REQUIREMENTS TO
noted) with 30 lb. felt over 3Y OTHERS.
< BE DETERMINED L
ard 0�r
5/8' standard gypsurn bo
aluminum eave drip )12" gypsum ceilinq board STRUCTURAL SYSTEMS
2(Y-0" 13.K.L. 13Y ZONING (R5- I REQUIREMENTS TO 13E DE51GNED
— — — — — — — — — — — — — — — — — — — — — — — — —
DETERMINED 13Y OTHER5.
77, (2) 2"x44 5yp #2 top plate
vent
�l limits of addition are
2`xG" facia board with I"x2" P.T. connection from top plat to wood DESIGNER A55UME5 NO LIABILITY
Ply
5h0Wrl to face- of brick
drip board (match existing) (match xistlnC3) rafter per fastener schedule —1 FOR ERROR5 OR 0MI55IONS IN
z
I BUILDING PLANS. CONTRACTOR TO
0 "x5" friezc board
//X lz VERIfY THAT SCOPE Of WORK
(match exi!3tinq detail) N
ONE 5TORY DRICr\ N
MEETS ALL APPLICABLE CODES
0 ADDITION ICD 0 PRIOR TO COMMENCEMENT Of
:Z
Ln
Ln WORK.
kn
2"x4' spf #2 5tud5 I G* on center
_CX15tinq concrete patio
%n
X
K_ I I fiberglass insulation
17.4
z
LOT 12
LOT 14
0 E5LOCK 10
brick vencer tu .-BLOCK 10 0 Lo
U)
>
existing concrete, to
0
0 bc rernove,�i
I J2" exterior 5tructural
A
EXISTING ONE STORY
sheathing
ypsurn will board
12' q
z BRICK RESIDENCE
existing concrete�
4' concrete slab on c�mpactei fill with GxGx 10 # 1 738
WWM on OOG mil var, barrier, soil to be
driveway
treated with Chemical rerrmite barrier by current 17A 20..,
bond holder '10
35-0' 5.R.L. BY FLAT
C2"x 4 5y
112' 0 x 10" anchor bolt with #2 P.T.
brick
2"x2"x U&' plate washer @ 24" o.c. bottom plate coverex� ent
6jilvanized fla5hinq
(termite- shield) place-
existing concrete, walk
weep holes lbove
8" C:mu stem wall (fill all cells with
fla5hin(.3
concrete)
rjracle
#5 rebar in grouted cells - turned 5. 30 03' 10" W. 110
into slab, 48' o.r,,
4 Revision/Issue Date
eep by 24' wide Lot 13 Block 10 accorclinq to the, plat of
continuouE, concrete "Sielva Marina Unit Number, 8" a5 recorded General Contractor
0 with 2 - #5 1:3 A C E
— -rent
rf bar continuous PARK TER\fK_^ WE5T in plat book 34 pa,�e 55 of the cur 58 DUILDER.5
public recorcI5 of Duval County, florida.
Go'-O" RIGHT Of WAY G97 BEACH AVENUE
ATLANTIC BEACH , f L
51te, plan ba!5ed on information provided
TYPICAL WALL SIECTION by As�:,ociated 5urveyor5 Inc. in a (904) 249-2400
-it boundary 5urvey map 5iqnecl ana dated
5CALE 3//41) 11-0 fAX (904) 246-581 1
N ove,m be,r 2 C, 200 1 .
FIrm Name and Address
51 E FLA N
JOHN ROWAN DE51GN, INC.
SCALE 1 20' 3G 17 MAR5H PARK COURT
JACK50NVILLE DEACH, ft
(904) 992- 1004
LOT AREA CALCULATION511
TOTAL LOT AREA 1 G, 500 SQUARE fEET Project Name and Address
DR
RESIDENCE AND GARAGE 2�628 SQUARE fEET OWN Rf-NOVATIONS
1735 PARK TERRACE Wf_5T
PORCHES AND PATIO5 7 18 SQUARE f EET ATLANTIC DEACH, I'LORIDA
DRIVEWAY AND WALK 1 ,433 SQUARE fEET
51TE PLAN
TOTAL LOT COVERAGE 4, 979 SQUARE f EET TYPICAL WALL 5ECTION
% Of LOT COVERED 30%
Project Shoot
2002-0012
Date
7/22/02
Scale
0
A5 5HOWN 4
T
T.
1739 FaV�,v
I- 4
4 i.,
2"x8" SYP No.2 SIMPSON A35 HURRICANE rREVISIONS B Y)
RIDGE BEAM CLIP, SEE UPLIFT UPLIFT CONNECTOR AT UPLIFT CONNECTOR AT
CONNECTOR SCHEDULE TOP AND BOTTOM OF TOP AND BOTTOM OF
EACH STUD, SEE SCHEDULE EACH STUD, SEE SCHEDULE
2 x6" SYP No.2 OVERFRAMING
CDX PLYWOOD ROOF SHEATHING. RAFTERS 0 24" O.C., SEE ROOF
2 FRAMING PLAN. ---
FASTEN wl 8d COMMON WIRE NAILS N[JMBER OF FULL Q__
@ 4" O.C.EDGE AND 6" O.C. FIELD. N
HI- GHT STUDS NUMBER OF FULL HEIGHT
SYP No.2 RAFTERS @ 24" O.C. EA�H 9DE OF STL )S EACH SIDE OF
SEE ROOF FRAMING PLAN. FASTEN TO 0 0 a a 01`)ENIN,�, SEE OPE 4ING, SEE PLAN
DBL 2"x4" PLATE W/ 2pcs 12d TOE-NAILS a 0 00 0 a 0 9 HEADER, SEE Pt. NN R. SCHEDULE \- HEADER, SEE OR 3CHE)ULE
NAILS EACH SIDE OF RAFTER x
< 2x6 SYP No.2 COLLAR TIES w/ PLANS PLANS
2"x8" SYP No.2 SYP No.2 CEILING 8-12d NAILS EACH END,
JOIST @ 24" O.C., SEE ROOF
SEE ROOF FRAMING PLAN HEADER STRAPS, HEADER STRAPS,
FRAMING PLAN
ui NOTE: COLLAR TIE TO BE LOCATED SEE UPLIFT SCHEDULE SEE UPLIFT SCHEDULE
HURRICANE CLIPS PER T_ NO HIGHER THAN 2/3 THE TOTAL
UPLIFT CONNECTOR SCHEDULE ROUGH OPENING ROUGH OPENING
RAFTER N HEIGHT OF THE RAFTER SEE ARCH SEE ARCH
TOP PLATE EL. +8'-l" BEARING OVERFRAMING RAFTER CLIPS OR CRIPPLE CLIPS OR CRIPPLE
8-12d COMMON WIRE NAILS -/ SEE ARCH PLANS HOLDDOWN AT STUDS HOLDDOWN AT STUDS
FROM EACH CEILING JOIST r47� DETAIL FOUNDATION, FOUNDATION,
TO RAFTER SCALE: NTS OVERFRAME W/ 2"x6" SYP SEE SCHEDULE SEE SCHEDULE
(2)2x4 SYP #2 No.2 RAFTERS 0 24" OC,
TOP PLATE z co
W/ 2x6 SYP No.2 COLLAR cr_
'/2" CDX PLYWOOD
CLIP FROM DOUBLE TOP TIES W/ 8pcs-12d COMMON <
ROOF SHEATHING LJJ Z 0
PLATE TO STUD, SEE CDX PLYWOOD WALL NAILS EACH END @ 24" OC. A I lit
1�2
z ujo
UPLIFT CONNECTOR SHEATHING FASTEN w/ I ROW 1 Od - 2"x8" SYP No.2 LEDGER, t-u 1) -1
SCHEDULE 8d COMMON WIRE NAILS COMMON NAILS FASTEN LEDGER TO ROOF T 4- < ZLJ- O
FRAMING AND STRAPPING FRAMING AND STRAPPING W> ,�'00
cn 0 3" OC EDGE AND 0 3" OC THRU PLYWOOD DECK W/ <
CD 6" OC FIELD (FOR < n
3: 2-#12x33/4" ROOF GRIP AT TYPICAL WALL OPENINC AT INTERIOR BEARING WALL UF-- < W
0 NAILING AT SHEARWALLS, 0 _j CIO 0
SCREWS W/ 1" DIA. WASHERS DO
SEE SCHEDULE. FOR cr- uj
�- C) _3 ui
2"x4" SPF #2 STUDS @ 16" O.C. 0 LOCATIONS OF SHEARWALLS, AT EACH EXISTING TRUSS DETAIL DETAIL Lij (n co _j
(if INTERSECTION a-- 0 _>
< SEE SHEET A-2) _j
SCALE: NTS SCALE: NTS 0- z 0 �� 6-
ui 1pc SIMPSON H2.5 t
Lij 0
U)
EXISTINIG PRE-ENGINEERED W/ 8-8d COMMON NAILS
ROOF' TRUSS @ 24" O.C. FROM RAFTER TO LEDGER (n <
z
0
LEDGER DETAIL AT OVERFRAMING RAFTER EXTERIOR HEADER SPAN TABLE AND STUDS INTERIOR HEADER SPAN TABLE AND STUDS _T:
2"x4" P.T. SYP No.2 SILL PLATE HEADER BEAM WINDOW/DOOR 2x4 JACK 2x4 FULL HEADER BEAM WINDOW/DOOR 2x4 JACK 2x4 FULL
DETAIL MAX OPENING STUDS HEIGHT STUDS
W/ '/2"OxlO" ANCHOR BOLT -co MAX OPENING STUDS HT STUDS
@ 24" O.C. W/ 2x2x /8" PLATE �_l SCALE: 3/4" l'-O" (2)2x8 SYP NO.2 3'-1" 1 2 ('2)2xlO SYP NO.2
WASHER 8" STEM WALL, -\ (2)2xlO SYP NO-2 6'-1" 2 3
4" CONCRETE SLAB ON GRADE w/ SEE PLAN VERTICAL REINF., (I 2)2xlO SYP NO.2 7,-l" 2 4 0
WWF 6x6 Wl.4xWl.4 OVER 6 MIL SEE PLA� W/ /2" PLYWOOD FLITCH
VAPOR BARRIER ON COMPACTED FILL 1 ) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN
1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN 2) NUMBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2x4 SPF No.2,
T.0.S. E L.+ 0'-0 2) NUMBER OR JACK STUDS AND FULL HT STUDS UNLESS NOTED OTHERWISE ON PLAN.
0
x x- x X—X—X— SEE ARCH PLANS EACH SIDE OF WALL OPENING, 2x4 SPF No.2,
UNLESS NOTED OTHERWISE ON PLAN.
8" CMU STEM WALL
24" MIN LAP
#5 DOWEL 0 48" OC
W/ CONTINUOUS <
w/ STD HOOK, FILL FOOTING REINFORCING Of
ALL CELLS SOLID.
D
BEND DOWEL OVER FOOTING & REINF.,
INTO SLAB AND LAP SEE PLAN
10"xl'-8" CONTINUOUS 25" MINIMUM EXISTING FOOTING DRILL 6" & EPDXY 2 PCS #5
CONCRETE FOOTING W1 AND STEMWALL x 2'-6" LONG INTO EXIST FTG 0 uj
o
2-#5 CONTINUOUS D —
3" �L AR NEW FOOTING INTERSECTION W/ EXISTING <
_4 8 C) w U) C)
DETAIL 00 W: x
r6 - 2"xlO" SYP No.2 RIDGE BEAM 0
Ld _j
SCALE: NTS < 0 b-
TYPICAL WALL SECTION C) c/) <
ONE STORY FRAMING 2%6" SYP tNo.2 BASE Ld x 0
2%4" SPF #2 STUDS W <
2pcs SIMPSON MSTA24 ty U-)
PLATE W,/ 1/211OX81' @ 16" O.C. m
WALL SECTION , TYPICAL ANCHOR BOLT 0 24" O.C. STRAPS, SEE UPLIFT
1A I of
W/ 2x2x'/B," WASHER 1/2 " CDX PLYWOOD WALL SHEATHING FASTEN CONNECTOR SCHEDULE 0 <
3 a_
SCALE: /4 1'-0" W/ 8d COMMON WIRE NAILS @ 3" O.C. EDGE V) <
1/2" EXPANSION JOINT W1 (10
AND 0 6" O.C. FIELD
4" CONCRETE SLAB ON GRADE ELASTOMERIC SEALENT <
2pcs 2%4" SPF No.2 STUDS 2pcs SIMPSON MSTA24
W/ 6x6 Wl.4xWl.4 WWF OVER 8"x8" OPEN BOTTOM LINTEL BLOCK AT RIDGE BEAM BEARING STRAPS, SEE UPLIFT
EXISTING NEW 6MIL VAPOR BARRIER, OVER
TERMITE TREATED CLEAN W1 1 -#,5 CONTINUOUS CONNECTOR SCHEDULE
COMPA TED FILL 4" CONCRETE SLAB ON z m
GRADE, SEE PLAN
0
X_X_5� x_x_x x X_x
0
HL
-,,- MATCHING STRAP BELOW
BEND STRAP OVER TO CREATE A CONTINUOUS
BEAM AS NEEDED LOAD PATH TO FOUNDATION C)
8 CMU STEM WALL W/ #5 DOWEL AT POST
1-#4xl'-6" HORIZONTAL
DRILL 6" AMD EPDXY
LOCATIONS, ALL CORNERS, INTERSECTIONS, <
DOWEL @ 24" OC (TYP)d-,-
0 AND @ 48" O.C. FILL ALL CELLS SOLID W/
a CONCRETE
NEW SLAB INTERSECTION WZ EXISTING V_8" FOOTING AT GARAGE SLAB
S E 1pc SIMPSON HTT16 -- 2pcs 2%4" SPF No.2 STUDS Z
2 CTION AT SLAB- S E C T1 0 N AT SILL TO CREATE ft,, __� AT BEAM BEARING
I\L,l� SCALE: Y", l'-O" SCALE: 3/4" 1'-0" CONTINUOUS LOAD 3to
PATH TO FOUNDATION
2"x4" SPF #2 STUDS 0
16" OC, SEE PLAN PRB
3/," DEEP SAWCUT w/ SLAB ON GRADE, 2"x4" SYP No.2 - --A DRAWN
PI.T. PLATE '/2%8" ANCHOR BOLT
ELASTOMERIC SEALANT SEE PLAN
@ 24" OC w/ SILL PLATE AT CHECKED
2x2x'/8" WASHER
6" STEP, SEE (EXPANSION BOLT NOT FOUNDATION SLAB CCK
ARCHITE(CTURAL DATE
PERMITTED WITHIN 4" 7/17/02
x X_ A- SLAB ON GRADE, OF SLAB DGE)
SEE PLAN SCALE
'� ,5/8"Ox`12" ANCHOR BOLT, AS NOTED
Ix C.
NOTE: SAWCUT CONCRETE SLAB WITHIN x TO CONCRETE FOUNDATION JOB NO.
-099
4 TO 12 HOURS OF CONCRETE PLACEMENT E02
-9 I-v
co STRAP ANCHOR FROM rz f"I n-40 *1 SHEET
T 819xl6pp THICKENED
AB, TY
U) SAWCUT SL PICAL l'-4 SLAB W/ 2-#5 CONT. KING POST TO FOUNDATION
o'er,
0 %
ci
SECTION ECTION - DETAIL
/r/ 8 S 1
0 1\�_l SCALE: 3/4" = V-10" SCALE: 3/4" = l'-0" �_l SCALE: NTS \�HEET 1 OF' 2
17 Pa VK r re.?o! A i
('REVISIONS BY
SHEARWALL SPECIFICATIONS UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES:
EXAMPLE OF UNSUPPORTED (UNBLOCKED) DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING
PANEL EDGE. UNSUPPORTED PANEL EDGE IS sw-1 INSTALL 1/," CDX PLYWOOD SHEARWALL SHEATHING OVER 2" X 4" MEMBER SUPPORT SIMPSON CONNECTOR CODE 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE
BOUNDRY OF TYPICAL CONDITION UNLESS BLOCKING IS REQ'D SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS DEBRIS REGION. DESIGNED AS "ENCLOSED." CONTRACTOR SHALL INSTALL
SHEARWALL BY SCHEDULE OR NOTES. 0 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING CONVENTIONAL ROOF FRAMING: IMPACT RESISTANT WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL
AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 COMMON RAFTER: DOUBLE TOP PLATE (1)MTS1 2 SHUTTERS IN ACCORDANCE WITH SECTION 1606.1.4.
AT EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH INTERIOR BEARING WALL (1)MTS12
5/a"Ox`12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS.
RIDGE BEAM (1)A35 1. LIVE LOADS
UNIFORM LIVE LOADS
SW-2 INSTALL V2 " CDX PLYWOOD SHEARWALL SHEATHING OVER 2"x4" CEILING JOIST RAFTER 8-12d COMMON WIRE NAILS FLOOR 40 PSF
GYPSUM BOARD t-. SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS EACH END/INTERSECTION ROOF 20 PSF
OR PLYWOOD @ 4" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING
. . . . . . . . . . . . . . . . . . . . . . AT ALL HORIZONTAL JOINTS, INSTALL ONE PIECE SIMPSON HTT16
. . . .. .. . . . . . . . . . .. . . . . . JACK RAFTER: DOUBLE TOP PLATE (1)MTS12 2. BASIC WIND SPEED 120 MPH
AT EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT16 WITH CORNER HIP RAFTER (1)A35 IMPORTANCE FACTOR 1.0
NAIL SPACING AT 5/8"Ox`12" ANCHOR BOLT WITH 18-16d COMMON WIRE NAILS. VALLEY RAFTER (1)A35 EXPOSURE Pcf
SUPPORTED EDGE MEAN ROOF HEIGHT 15.0 FT
" EXAMPLE OF
SEE NOTES OR SCHEDULE PANEL EDGE w/ SW-3 INSTALL V2 " CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER CORNER HIP RAFTER: DOUBLE TOP PLATE (2)MTS1 2 ROOF PITCH 4/12 (18.4 DEGREES)
BLOCKING WHERE 2"x4" SPF#2 STUDS AND FASTEN NTH 8d COMMON WIRE NAILS RIDGE BEAM (2)A35 INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.18/-0.18
REQUIRED BY @ 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT COMPONENT AND CLADDING
SCHEDULE OR ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT16 AT VALLEY RAFTER: DOUBLE TOP PLATE (2)MTS1 2 WINDOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-2
NOTES EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT16 WITH RIDGE BEAM (2)A35 d
5/8"Ox`12" ANCHOR BOLT NTH 18-16d COMMON WIRE NAILS. V)
RIDGE BEAM: KING POST �2)MSTA24 CONTINUOUS
3. ALLOWABLE UNIT STRESSES: bi
StUDS, ROOF TRUSSES, KING POST: FOUNDATION 1)HTT1 6 A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION -bi <
OR FLOOR JOISTS Ld �� 2
SLAB ON GRADE f'c 3000 PSI 717 CD of
00 INDICATES ONE PIECE SIMPSON HTT22 t z bio
FOOTINGS Vc 3000 PSI I ui 7) -1 0
1 < -;:r L,- C-4
X INDICATES ONE PIECE SIMPSON HTT16 ALL OTHER CONCRETE (U.N.O.) fc 3000 PSI -J uj co
NAILING TO INTERMEDIATE CONVENTIONAL ROOF OVE FRAMING: < > :[�(o
ih < C)n
SUPPORT IS 6" OC MAX, UON OVERFRAMING RAFTER LEDGER �1�H2.5 B) REINFORCING STEEL - ASTM A615 GRADE 60 < <
INDICATES ONE PIECE SIMPSON STHD14 _juJ 6
NAILING PATTERN FOR SHEATHING RIDGE BEAM 1 A35 0 cn z
(NOTE: INSTALL OVERFRAMING LEDGER BOARD TO TRUSSES W/ 2 ROWS C) WELDED WIRE FABRIC - ASTM A185 j]:f w uj .
INDICATES THE NUMBER OF FULL HEIGHT 2x4 STUDS EACH SIDE OF THE C) _j uj
ON ROOF, FLOOR AND SHEARWALLS #10 x 33/4" DECK SCREWS W/ 1"0 WASHER AT EACH INTERSECTION) Ld (n (n _5 c�
D# WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH D) SOIL BEARING (DESIGN MAX.) 2500 PSF 0 5;
z -i
SIDE MINIMUM. WINDOWZDOOR HEADERS (INTERIOR AND EXTERIOR) CI- 0 0
0 00 (n
DETAIL HEADER TO S-0" JACK STUDS �1)MSTA24 EACH SIDE E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 y-
NQTES: 1-- 0
OVER 3'-0" TO 7'-0" JACK STUDS 2)MSTA24 EACH SIDE OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE <
��2 SCALE: NTS 11 ) SEE DETAIL 1/S-2 FOR TYPICAL SHEATHING NAILING PATTERNS. z
2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. WITHI NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 0
BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL
EXISTING BEARING WALLS BE SPF NO. 2 (UNLESS NOTED OTHERWISE).
SIMPSON SPH4 AT 2x4 BLOCKING AT ALL DBL TOP PLATE EXISTING STUDS ADD (1)H2.5 0 16" O.C.
EXISTING STUDS SILL PLATE A
EACH STUD TO HORIZONTAL JOINTS IN 1�po(1)1-12.5 @ 16" O.C. 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER
SILL PLATE FOUNDATION 2 x 10" ANCHOR BOLT wl FOR REIINFORCING SHALL BE AS FOLLOWS:
TOP PLATE WALL SHEATHING 2 of x2'Y/a" PLATE WASHER FOOTINGS 3"
3 PCS SIMPSON CS16, 4�O" LONG SLAB ON GRADE CENTERED
@ 24" OC (EXPANSION
EXTERIOR WALL FRAMING BOLTS PERMITTED) 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE
EXTE-RIQR QEARING WALLS TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS 0
V2 " CDX PLYWOOD INTERIOR SHEARWALL DBL TOP PLATE lst LEVEL STUDS (1)SPH4 @ 16" oc AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD
SHEATHING FASTENED TO STUDS lst LEVEL STUDS SILL PLATE �1)SPI-14 0 16" O.C. SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
w/ 8d COMMON WIRE NAILS @ 3" OC SILL PLATE FOUNDATION /2 "0 x 10" ANCHOR BOLT w/ OF CONCRETE. Lli
REACIION ANTHOR A- EDGE AND 6" OC FIELD 2%2'Y/8" PLATE WASHER 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS 0
EACH END 01. SHE*kALL /A� A @ 24" OC FOLLOWS:
1 1/2" CDX PLYWOOD EXTERIOR
SEGMENT AS :DER SC EDULEl SHEATHING FASTENED TO STUDS I CONCRETE 40 BAR DIAMETERS
wl 8d COMMON WIRE NAILS @ 3" OC NQTES: MAS(ONRY 48 BAR DIAMETERS <
EDGE AND 6" OC FIELD 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. 7. ALL LOAD BEARING EXTERIOR MASONRY STEM WALLS SH ALL
2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. BE COMiPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY
2x4 OR 2x6 SPF#2 STUDS 0 16" OC 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: UNITS WITH TYPE 'S' MORTAR. FILL ALL CELLS BELOW FINISHED
DOUBLE STUD EACH END) FIRST SHEARWALL STUD H 2.5 10-8dxl '/ " MTS12 14-1 Odxl 1/ GRADE 'WITH CONCRETE GROUT.
OF SHEARWALL NAILED TO EXTERIOR A35 12-8dxl 1/2" MSTA24 20-10dxl 1�21
SIMRSON S -H4 AT EXTERIOR WALL w/ 1/2,,Oxlo,, WALL FRAMING w/ 16d SPH4 10-8d 9. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR 0 L.Li
'd STUE TO HTT16 -5/q"0xl2" ANCHOR BOLT
EAG ANCHOR BOLTS 0 24" O)C COMMON WIRE NAILS UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED.
BO' FOM PLATE w/ 2x2x'/a" WASHER 0 8" OC EACH SIDE AND18-16d
L EXTERIOR WALL 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER C)
MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING
7 LATERAL SHEAR AHCHORS: DRILL FRAMING AND 0 ir
CONSTRUCTION. C) 0
AND INSTALL V2"Ox8" WEDGE WALL SHEATHING J
EXPANSION ANCHORS w//2)'O < - LL.
10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 0 <
8%16" MONOLITHIC THICKENED7 WASHERS 0. 32" OC SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING Q:f
SLAB W/ 2-#5 CONTINUOUS SECTION A- A >- LJ w
w <
DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT Ld
DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) SHOWN ON STRUCTURAL DRAWINGS. �4 m
Of
ND ZONE = 6'-0") <
11 . THE STR(UCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE
AREA losf 20sf 30sf RESPON'SIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
00 <
n _j
INTERIOR SHEARWALL )PSW-31) POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE
OVER CONCRETE SLAB INTERIOR CONTRAlCTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR <
36.9 -40.1 35.3 -38.4 34.3 -37.4 THE FAIILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN
ENDZONE 36.9 -49.4 35.3 -46.1 34.3 44.2 ACCORDANCE WITH THE CONTRACT DOCUMENTS. < z m
�2 DETAIL AREA 40sf 50sf 0
��2 SCALE: NTS POSITIVE SUCTION POSITIVE SUCTION <
INTERIOR 33.6 -36.7 33.1 -36.2
ENDZONE 33.6 -42.8 33.1 -41.7 0
THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE 0
WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR
MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR
DESIGN WIND PRESSURES. 0
(--�7AWN
PRB
CHECKED
CCK
DAY
7/17�02
00
SCALE
AS NOTED
JOB NO.
E02-099
SHEET
V)
0
c->
S 2
0
SHEET 2 OF 2