6th Street 395 7
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CH 'E;(is 77
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---77-77
APPROM '**-�
CITY of ATLANTIC BEAC14
BUI.LPINC 'OFFICE
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7-//V 45'
Date---T
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777777
7-0
_ ,v
lulljoz Pue Sul
p1n,1
')I'LleITV 10 4110
24" oak
(73ARD30
VERIFY ALL DIMEN51ON5 AND
25 -00
EX15TING CONDITION5.
WOOD DECr\ 5TEF5
(53c) 421 00"1
N .
ALL I)IMEN51ON5 ARE MEASURED
TO FACE Of BLOCK, FACE Of
concrete
fRAMING MEMBER5 UNLE55
outline of exi5tin&3 OTHERWISE NOTED.
roof above
T --
-------LL----------11 ALL NEW PLUMBING fIXTURff5,
0
—-------- ----
0 TILE, LIGHTING fIXTURE5,
A D
"Vooa
0
porch lot
fLOOK CO�ff RINGS TO 13E
0
C91 2 ri5e,5 of 7" each 5EL T D ' N A OVE
u EC E A D FFK D BY
�Z
0
OWNERS DA5ED ON
0 CONTKACTOK PROVI.D...
9" 5teP2 ALLOWANCE5,
13
approximate locatio HVAC 5Y5TEM REQUi"'EMENT5 TO
--r of i'walled-over" 26%34
BE DETERMINED BY OTHERS.
exi5tiril AC q., 5tep 5tqIned glass window KITCH EN
y I equipment (main level)
'0 STRUCTURAL 5Y5TEM5
50 -00
0 REQUIREMENTS TO 13E DE51GNED
42100
NOTE5 wood
63 DETERMINED BY OTHERS,
Temporary 5horc jack to support interior
,IN
(D plaster partition above at mid 5pan of double DE51GNEK A55UME5 NO LIABILITY
___—I--- ------ 2"x 10" 5yp #2 joi5t beam flu5h within exptinq
fOK ERRORS OR OM155IONS IN
conventionally framed floor 5y5tem. BUILDING PLAN5. CONTRACTOR TO
13
VffRIfY THAT 5COPE Of WORK
4"xG" 5yp #2 post that supports doublc 6) Q
MEET5 ALL APPLICA13LE CODE5
02 2"x 10" floor 5y5tcm girder above (to remain),
0 PKIOK TO COMMENCEMENT Of
Cut and remove portion of existing wood 0 WORK.
deck a5 recluired to con5truct new wood W006
4—
? frame wall on existing cmu retaininc3 wall, 0
—.00
___J Remove, all elements a550Ciatecl with CX15tincj
i — oak--
5hower (door, cmu partition Walls, ral5CCI 24"
0
concrete, floors and plumbing).
0
GARAGE cm5tincj N'V00(3 5te-P5
Cut and remove existing concret�, floor as
opening
91 CRAWL 8 required to in5tali new plumbinj draiiI5, Vch
to crawl 5Creen ?C'
(ba5ement levcl) N'
5pace location5 5hown for planning purp05C5 only
5FACE
(contractor to determine, recluirement5 and
7 . 1
8070 overhead door
exact locations of drain linC5).
3 .2 EX�5T��IG 5
Remove existing concrete- flat-work and FFOKTlo�l 0F tNCL05tD
outline- of exi5tin,�
5 TO lot (5
5TEf' WOFICH To
cantilevereci bathroom above, Ex
Remove andl or relocate all exi5tincj utility tXOTl' U�,[)Ep
remove, e,,xi5tincj bE EMCIL tXl5',I11G
@
rhead I door linc5, conduits and ducts to provide a clean
ove Foor
wood frame surface for the, in5tallation of
and opereator
drywall.
4 ,01 Dy MA9_ 0NF'y
CX15ting electrical Relocate CX15tinq irri-�aticin pump? per Owner's A--) Nf� 5TOF�
14 VIC7)TING 0
meter base 0
direction, ENC
50
Remove existing hand 5ink, Clothes wa5hcr, 0
15
clothe,5 dr-yer, water heater and all uti4ty 2 1 #395 15 -01 7 ,
lot
14 .0
conriection5 to these fixtures.
existing roof 5y5tem and
roofincj materials to remain 5awcut exi5tinq Concrete 51ab on gradc and
install 24" by 24" by 12" deep concrete
footinc 35.3
at new post location.
12 1 17'- 10" Verify 8" by 5" min. thickcnecl edge exi5t5
2"XG" 5yP #2 ceiling .. ,_., - (- I "I -—_ ----- - -_-_ -_--- - ____ ----- -11 - ____ -- - -- - - - - - /
J015t to -7, at overhead door opening.
accommodate K-30 FT
'A
fiberj'as5 Ir15Ulation DEMOLITION PLAN
. 1/2" gypsum 1 0
Iceiling board
notc: ceiling well 0
may be. recluired
for SCALE 1/4" _0't
5ee 5tructural details
headroom clearance
(sheet 5- 1) for 5tee5 —
at upper level APPROVED
entrance- to stairwell 1/2" gyp5u connection requirement5 0
0-) CITY OF ATLANTIC BEACH
wall board 0 PLANNING& ZONING OFFICE
new exterior wood 0 0
Y 2 4 2
siding to match CX15tinc3
exi5ting exterior CC) No. Revision/issue Date
siding * wood trim to K- 19 fibergla55
exi5ting Will 5y5tem—
remain 0
insulation
ncr A P P I V L�'.-
0 CITY OF ATLANTIC BEACH
Name and Address
new K-30 fibergla55 DUMAN(.-, 0FFIf- Firm
int5ulation for sound 0
proofing new wood trim to 2 4 N01 JOHN ROWAN
match CX)5tsncj (5e
detai� sheet 2) 420 LOWER 8TH AVE. 5 .
A-
ti flqRr('5y'1t5m JACK50NVILLE BEACH , fL
.J
furring a5 roquired (904) 247-5 19 1
-&v
1/2" GW5 75 900
51te plan ba5fd on information
0
?eaa ba C stucco (5ana finish) provicled by Tri-Sitate, Land Surveyor5 (53 4210
Inc. in a boundary survey map signed 5 . Project Name and Address
set new 2"xG" 5pf #2 wall back 1/21'to and dated June G, 1998 AND JAKE AND CONWAY PEE K
allow 112" C[)X plywood Wall 5heathirig recertified on March 23, 2000, 395 GTH 5TREET
I to be installed flu!5h with ma5onry wall
U
5' 11 15 01 (to accommodate 5tucco) ATLANTIC 13EA H , fLOKIDA
I ; i I
Ie ti
., III , C
3/ ridged Insulation el a5 e_C 0 0
C 5 � XT�H
DOWERY5 REPLAT, accordimj to
wp\y) 51TE PLAN
approximate grade plat thereof a5 recorded in Plat (40 GHT 0 DEMOLITION PLAN
book 20, pale 22 of the current
I,Iltre-nch,--5c,utc,,,Iolex,5t,ng5lobl,)rrI v luml public reCOrcI5 of Duval County,
__—,,amp proof m5oo 01 Ma50nry
retaining wail with a5phalt, coating lines with 4" o�f concrete. Treat 5011 with chemical
floricia AND The West 25 feet of lot Sheet
and .00G mil. vapor barrier (furring termite barrierr. Place OOG mil vapor, barrier over sand
existing
strips over) &5ted 51ab anad place 4" Car 51ab (With GxGx) 0 38, Block 8, 5UE3DIVI510N "A",
concrete 51ab ba eboand
-LANTIC MACH, according to plat Dote
W,W.M.) over.. New concrete 5lab and 5ter in 5tairwcll Al
51 E FLA N
exl5ting stem wall to be poured �,_continuo5 with main 51ab in ba5emcnt 4/2/01
thereof as recorded in plat book 5, . , A
foundation level.
exi5tinq M0150nry.1., 77�' pale, G9 of the, current public SICALE I 11 == 10' Scale 5 5HOWN of 3 5HE ET5
reCOCC15 of Duval County, f lorida.
ba5emcnt wall,and,
foundation
5ECTION
5cale 112" 1 '-0"
.r
n
LJ
n2
T
--- ----------- detector
T balloon frame with 2"xG" 5pf #2 full height 5tud5 at I G` on VERIfY ALL DIMEN51ON5.AND
TION5
7 EX15TING CONDI
L
ALL DIMEN51ON5 ARE� MEA5URED
TO fACE OF,BLOCK, fACE Of'
UNLE55
fKAMING MEMBER5
OTHERWI51! NOTED.'
existing AC
equipment 0
_A_
!01 ALL NEW PLUM13ING f IXTURE5,
24" oak .........40 1 1 TILE, LIGHTING NXTURE5,
incficate5 number of
U
Jt I FfLECTRICAL NOTE5 ELECTRICAL fIXTURE LEGEND CABINETRY, APFLIANCE5 AND
full length 5tuc:15
4�_
RING5 TO BE
�A f LOOP, GOVE
EXISTING WOOD DECK t
5ELECTED AND APPROVED BY
PULL 3 WIRf 5 TO CEILING FAN Ln
yi C
I WALL MOUNTED LIGHT
4 L.00ATION5 AND PROVIDE 11 PC. 5emqq 5GPIZ 1�h; V211
OWNER5 BA5ED ON
F X
5TEP5
5UPFORT AT CEILING I`OK FAN.
IF CEILING LIGHT �y, al CONTRACTOR PROVIDED
ALL 5MOKE DETECTORS TO BE ALLOWANCE5.
RECE55ED LIGHT
�AVIRE D TO SOUND WHEN ANY
outline- of exi5tin '
flugrepcent
HVAC 5Y5TEM REQUIREMENT5 TO
OTHER SMOKE DETECTOR, 15 h ,
FLOOD LIGHT roof above
---- ----I r- _7 7-�-
A�CTIVATED. -7- 77-7-1-77-, 77-T 7- 71---- -7---------- 13E DETERMINED BY OTHER5.
� :n I -
----------
283b�5 H. -r 2836 263 5A 00
DUPLEX RECEPTACLE 5TRUCTURAL 5Y5TEM5
T--
PLANNING PURPOSES ONLY. cn!ntdir wi doN5
fELECTRICAL LAYOUT PROVIDED FOR
REQUIREMENT5 TO 13E DE51GNED
- SWITCHED DUPLEX RECEPTACLE
0 VERIFY SELECTION new step
(CONTRACTOR T 3t
4 21 SCREEN DETERMINED BY OTHER.5.
5moke GFI GROUND FAULT INTERRUPT
@2a
AND PLACEMENT OF ALL ELECTRICAL
(match) I, > PORCH
2 risc5 of 7" each
r
EEQUIPMENT. 5 _t_ !__-171 TY
TOGGLE SWITCH DE51GNER A55UME5 NO LIABILI
4_3
Id
IR .— 21 fOR ERROR5 OR OMI55ION5 IN
4-1
53 3 WAY TOGGLE SWITCH C step
fPROVIDE Gf I CIRCUITS AT ALL I -.i 1,11
BUILDING FLAN5. CONTRACTOR TO
(OUTLETS AT WET OR, DAMP CABLE TELF-VI51ON OUTLET 4;,
4_1- VERIfY THAT 5COPE Of WORK
ITI
TELEPHONE JACK
fa5ten the, 2"xGi P.T. MEET5 ALL APPLICABLE CODE5
i I �I � �� - 0
W? WATER PROOF FIXTURE I I, I r--r- --T----! I
5yp #2 stud to the C) I ��; I i I �
exi5ting AC t1lC 5hower
V11 approximate location PRIOR TO COMMENCEMENT Of
existing cmu wall as e3la55 blOCk
z of "waliccl-over" 2534 KITCHEN
EXHAUST fAN equipment WORK.
per detail 5 5T 1 1 C\J
5tained cjla55 window (main level)
itilecurb!,.
__T t
5MOKE DETECTOR
H
OWNER15 BAT
0:
>->
WALL MOUNTED LIGHT T -05
NOTE5
exi5tin-� electrical �1
UNDER COUNTER LIGHT no, Temporary share jack to 5upport interior
meter base
3-2 11211.,
I: 0 plaster partition above at micl 5pan of clouble
5PECIAL ELECTRICAL CONNECTION
2'xG*pivmbirci WaIE"', 2"x 10" 5yp #2 joist beam flu5h within existing
5helf roci
8
---------- - conventionally framed floor 5y5tem.
0- 10 314�
3' -0,11
4"xG" 5yp #2 post that supports double
WALK IN CL05ET 1 -Z 2"x 10" floor system �ircicr above (to remain).
ELECTRICA L FLAN 2 @
t!-- U-) In5tall (I) 1 .75" x 5,25" 2.OE Microllam LVL
elliptical arch al:?ove
11 1 -;".�:a; __ - . n G) to the side Of 6X15tIng (2) 2"x 10" 5yp #2
-011 19
5CALE 1/4 1 5 5hclvc5
ru
J015t beam with vertical rows of 4- 1 Od
common wire nails 12" on center.
10'-5 314
T-
Provide 5011CI wood hatch to unconditioned
crawl space. Removal for access by wood
screws.
7__
7" deep paintecl wood shelve5 with elliptical
arch above.
Coutil'ine of existing ------ New 5`x& cjla55 block window in existing
I cant ilevcred bath room above G masonry opening, 4 wide by 5 high,
--j -' OWNER'S BEDROOM - '
exi5tint3 residence (not detailed)
_J GO.25" by 3G.25" by 19.25" high cultured
marble whirlpool bath (Florida Cu5tom Marble).
exi5tjn� portion of
GO" high water closet privacy wall with I `xG"
exi5tin4 electrical ...... .......
residence beyond 17 17
exi5tincj rC51dence (not detailed) meter b!a5C window seat painted wood cap and integrated plant ledge
T --] -- ... r._.
above- water C105et tank.
12
4 (1) 3050 wl(2) 2050 Cultured marble, 5eat shelf.
aluminum fla5hing to be mulled to each 50c
installed under existing trim
ee 2 pc. 5emco R.TPGA824 In5tall I "xZ' P.T. furring strips vertically I G" on
board.(match existing thr
tab 5hingle5) strap each side of opening 2"x 4" 5pf #2 studs at 12" center over exi5tinc3 ma5onry waI15 with I N4" P.T.
I on center
new bay wind.ow in exi5tin 7'-G 114" base furrin,� horizontally at floor. Mechanically
new ay win ow in exi5 ing fasten AND glue with con5truction adhesive all
e3arage cloor openincj U-) garage, door openinc3 furring with 112" gypsum wall board over, Install
e
1 7-5_314" 3/4" ridged insulation against cmu wall, Revision/Issue
decorative 4"xG" PT decorative 4"xG" PT V Lo.
supports fixed gla55 pancI5 in new wood frames, with
5Upport5
tran5OM5 above. Glass to be tempered at
lower pane-15. Firm Name and Address
f LOOK FLAN
1 pc. 4"x4" P,T. 5yr #2 OR 3 pc5. 2"xW 5pf JOMN ROWAN
WESIT , ELEVATION. 50UTH ELEVATION #2 5tuc:15 at 1:)eam bearing.
Il 1-011 11 5CALE 1/4 11 1 1-011 420 LOWER 8TH AVE. 5.
5CALE 1/4 1 5CALE 1/4 = 1 -011 new waI15 fill trenche5 cut Out Of eXl5tincj 5lab for new
plumbing lines with 4" of concrete. Treat 5oil JACK50NVILLEBEACH , fL
with chemical termite barrier. Place OOG mil
vapor barrier over sand du5ted 51ab and place (904) 247-5 1. 9 1
4" cap 51ab (with GxGx 10 W.W.M.) over. New
existing roof system (no new roofing 12 concrete, 51ab and step in 5tairwell to be
required to complete, addition) 4 1 "x vertical batten beyond poured continuo5 with main 51ab in basement
@ %`916v(!�r exl5ting steps to match new tile on
Project Noma and Address
I rc. 5emco KTPGA824 I "x vertical siding board5 landings (omitted for clarity),
outline of ceiling strap each side of window JAKE AND COWNAY PEEK
-----------
(6 6 5 6 1 n- openinq (typical) existing floor water table, Medicine cabinet
replace vinyl 5of-fit CX15ting' facla 5y5tem I "x8" trim board @ 395 GTH 5TREET
I"x trim board Drop ceiling in walk in clo5et to create a cha5e ATLANTIC BEACH , IFLORIDA
AM 0 El —existing portion of @ for AC supply and return distribution from and
to air handler on main level. A vertical cha5c is
residence beyond
required in existing hallway above.
new wood 51clincj to
f LOOK PLAN ' ..
match exi5ting
Insulate existing floor 5y5tem above. basement EXTERIOR' ELEVATION5
level with R-30 fibergla55 for sound proofing.
I —Match exi!5tinq trim
detail
roject
EX15TING TRIM DETAIL slieet,
Li L_J1 r t t r
r 5CALE 3/4" 1 '-0"
new stucco 5urface Dote
4/2/01 --
(5ana finish)
A
portion of porch to
CX15tinc Scale
3 screen porch b�e "I,31a55ecl 5tairrwell addition
I rc. 5emco 5GP2 A55HOWN 5HEET5
3
with 112' 0 x 10"
existing wood ste anchor bolt (typical)
and deck5 to remain
NORTM ELEVAT11ON outline, of new
concrete tic beam
5CALE 11411 11-0111.
: E'IK
)R D
Firm Name
�tlll 5h11
LM
'0"N
420
iA C
K
904
rnew wo A
I:J5
( REVISIONS B Y)
/— EXISTING ROOF UPLIFT CONNECTOR AT STR�UCTURAL NOTES:
SHEATHING
12 TOP AND BOTTOM OF UPLIFT CONNECTOR SCHEDULE
EXISTING CONVENTIONAL EACH STUD, SEE SCHEDULE DES3IGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD
EXISTING
ROOF FRAMING BUILDING CODE. WIND LAOD DESIGN PER SECTION 1606.2.
EXISTING SOFFIT MEMBER ISUPPORT ISEMCO CONNECTOR 1. LIVE LOADS
FRAMING N(JMBER OF FULL TYPICAL CONVENTIONAL ROOF FRAMING: UNIFORM LIVE LOADS
ADD 1 pc SEMCO RTPGA816 A. FLOOR 40 PSF
STRAP FROM EXISTING RAFTER EA-H 9DE OF ROOF 20 PSF
I
TO NEW DBL TOP PLATE OIIENING, SEE WINDOW/DOOR HEADERS 2. WIND LOAD BASIC 110 MPH
TOP PLATE EL P1. %N CR SCHEDULE HEADER TO 4'-0" JACKSTUDS (1)RTPGA824 EACH SIDE IMPORTANCE FACTOR 1.0
/I HEADER, SEE HEADER 4'-0" TO 6'-0 ' JACK STUDS (2)RTPGA824 EACH SIDE
SEE ARCH PLANIS PLANS MEAN ROOF HEIGHT 20.0 FT
EXTERIOR LOAD BEARING WALLS ROOF PITCH 4/12 (30.0 DEGREES)
VELOCITY PRESSURE 27.6 PSF
(2)2x6 SYP#2 HEADER STRAPS, DBL TOP PLATE STUDS HCPLR @ 16" oc WINDOW/DOOR DESIGN PRESSURE 40.0 PSF
SEE UPLIFT SCHEDULE
CLIP FROM DOUBLE TOP ROUGH OPENING STUDS BOTTOM SILL PLATE TPP6 0 16" 3. ALLOWABLE UNIT STRESSES:
PLATE TO STUD, SEE BOTTOM SILL PLATE CONCRETE TIE '/2"0 x 10" ANCHOR BOLT w/ A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION
UPLIFT CONNECTOR SEE ARCH BEAM 2%2'Y/8" PLATE WASHER
SCHEDULE 9 24" OC SLAB ON GRADE f'c = 3000 PSI
CONVENTIONAL SHALLOW FOOTINGS Vc = 3000 PSI
CLIPS OR CRIPPLE NOTES: ALL OTHER CONCRETE (U.N.O.) Cc 3000 PSI u
HOLDDOWN AT STUDS 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. Z U)
FOUNDATION, REFER TO THE SEMCO METAL CONNECTORS 1997-1998 CATALOG FOR
B) REINFORCING STEEL - ASTM A615 GRADE 60 w
SEE SCHEDULE COMPLETE INSTALLATION REQUIREMENTS. _w <
2) USE THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: LLJ �� Q
C) WELDED WIRE FABRIC - ASTM A185 CD w
zujo
< Z LL_
HCPLR 8-8d y < W>
CDX PLYWOOD v COMPRESSIVE STRENGTH Vm 1500 PSI cr- <
RTPGA816 16-10d i A D) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION w D
___L SGP-2 1/,"0 x 10" ANCHOR BOLT AND 14-16d NAILS
HEADER SPAN TABLE NAILED wl 8d COMMON AT TPP6 8-8d
S' OC EDGE AND 6" OC,' FIELD 4-- E) SOIL BEARING (DESIGN MAX.) 2500 PSF _j m
D 0
ckf W UJ
HEADER WINDOW/DOOR JACK (FOR NAILING AT SHEAR!WALLS, FRAMING AND STRAPPING �-- U _j
SYP #2 MAX OPENING STUDS SEE SCHEDULE. FOR LOCATION F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 Ld (n C/) _j
OF SHEARWALLS, SEE FLOOR PLANS) AT TYPICAL WALL OPENING SHEARWALL SPECIFICATIONS OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE j- 0 0 �;
(2)2x8 5'-0" 1 a z Q Z_
WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -
(2)2xlO 7'-0 2 F-: 't �o
SW-1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2%6" BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL 0 _j _1
rT� DETAIL I-- :::)
SPF No.2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" BE SPF NO. 2 (UNLESS NOTED OTHERWISE). cn uo <
O.C. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL 7)
SCALE: NTS _- o
HORIZONTAL JOINTS. INSTALL ONE PIECE SEIVICO SGP2 AT EACH 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER _E 0
2%6" SYP No.2 FULL HEIGHT END OF SHEARWALL SEGMENT. FASTEN THE SGP3 WITH '/,"0x1O" FOR REINFORCING SHALL BE AS FOLLOWS: C)
STUDS 0 16" O.C. ANCHOR BOLT AND 14-16d COMMON WIRE NAILS.EACH END. FOOTINGS 3"
SLAB ON GRADE CENTERED
5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE
NOTE: SEE DETAIL 3/S-1 FOR TYPICAL SHEATHING NAILING PATTERNS. TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS
2%6" P.T. SYP No.2 SILL PLATE SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD
SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
W/ '/2"Ox`10" ANCHOR BOLT @ IINDICATES 1pc SEMCO SGP-2 OF CONCRETE.
24" O.C. W/ 2"x2"xV." PLATE WASHER IINDICATES NUMBER OF FULL HEIGHT 2%6" SPF No.2 STUDS 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS
EACH SIDE OF OPENING FOLLOWS:
METAL CLIP PER UPLIFT CONNECTOR — MASONRY 48 BAR DIAMETERS
SCHEDLE CONCRETE 40 BAR DIAMETERS
7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR
8"xVERIES" CONCRETE TIE EXAMPLE OF UNSUPPORTED (UNBLOCKED) UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED.
v BEAM W1 2-#5 TOP AND 9OUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS 8. ALL FILL-IN EXTERIOR STEM WALLS SHALL BE
2-#5 BOTTOM CONT. OR DE�CKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY
MAINTAIN 8%8" MIN. _.1Lrj BY SCHEDULE OR NOTES.
DEPTH TIE BEAM UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING
7 SAWCUT AND REMOVE 2'-O"x2'-O" 4%4" P.T. SYP No.2 POST VERTICAL REINFORCEMENT WITH CONCRETE GROUT.
I DRILL 8" AND EPDXY 1 -#5 NEW
EXISTING 8" VERTICAL DOWEL @ 32" O,C. SOIL BENEATH TH E FOOTING AND QE 3pcs 2 x4 SPF #2 STUDS 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER 0
CMU WALL INTO EXISTING CMU WALL. z MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING Fh
PROPERLY PLACE THE CONCRETE Lij 0
EXTEND #5 DOWEL TO 2 OF GYPSUM BOARD 0 0
TOP OF TIE BEAM ENSIONS WITH ARCHITECTURAL DRAWINGS. C) cf)
z OR PLYWOOD 10. VERIFY ALL DIM'
EXISTING SLAB EXISTING STEPS GRADE F_ 1PC SEMCO ABP44
V) . .. .. . . . . . . . . < L.Li <
ON GRADE ON GRADE POST ANCHOR w/12-16d DRAWINGS FOR EMB 'DS, OPENING ', SLEEVES, ETC. WHICH ARE NOT w
w m
NAIL SPACING AT - NAILS AND '/2"0 x 10" SHOWN ON STRUCTURAL DRAWINGS.
SUPPORTED EDGES, EXAMPLE OF ANCHOR BOLT EXISTING SLAB
_j
SEE NOTES OR SCHEDULE PANEL EDGE w/ 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE 0
PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
BLOCKING WHERE
REQUIRED BY CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR 0
EXISTING EXISTING 8" CMU 4- SCHEDULE OR c)
CONCRETE Xz STEM WALL NOTES
S UDS, ROOF TRUSSES,
OR
FOOTING K- ACCORDANCE WITH THE CONTRACT DOCUMENTS.
I
2'-6"x2'-6"x12" DEEP
-Ilr
OR FLOOR JOISTS CONCRETE FOOTING w/
6 3-#5 E.W. BOTTOM
NAILING TO INTERMEDIATE CUT- IN POST FOUNDATION
4'-8 1/2" EXISTING CONCRETE SUPPORT IS 6" OC MAX, UON
FOOTING
NAILING PATTERN FOR SHEATHING
ON SHEARWALLS
SECTION
WALL SECTION , TYPICAL r3--� DETAIL r4
SCALE- 3/4 11_011 SCALE: NTS SCALE: 3/411 11-011
2%6" P.T. SYP #2, FASTEN STUD WALL FRAMING,
TO CMU W/ 5/,, "Ox6" HILTI SEE PLAN
KWIK BOLT 11 @ 32" 0,C.
8" Cmu,
6-1 /1SEE PLAN DRAWN
C-1PIRB
WOOD PANEL SHEAR WALL, it . CHECKED
SEE PLAN AND SCHEDULE CCK
,2 DATE
3/30/01
L_J SCALE
AS NOTED
JOB NO.
Q E01-051
PLYWOOD SHEARWALL TO
SHEET
MASONRY WALL CONNECTION
? S - 1
DETAIL 0 1
co
0 3 V-0s)
SCALE: /4
SHEET 1 OF 1