4th Street 332 THIS DOCUMENT 15 AN
INSTFRUMrENT Or-
r=NGINEER'6 5ERVICE
FOR OTHERS FOR CON-
STRUCTION OF PROJECT
16z) ?-x 10 45 TITLED 5ELOW.
INFORMATION DERIVED
IF I FROM THIS INSTRUMENT
014N NOT BE USED FOR
OTHER WOFKS UNLE55
TWE
41-ITI-40RIZEC) BY
ENnINEER WITPOUT
11.41 —4 , � 0� "\ I / - -
V .1\"I t4 I'd(C,� t4 INFRINGEMENT OF LEGAL
I 'A RIGI-4TS,
13 0 4 k 2,4 CA
wl cs)-if 4 C-u) L:j EV C)ESC-RIPTION
v
04 i*J Z-�v
I /
.3
11 ff 0 2
2+1' Z4'
A A 111. PAO 176 - I%01
4
\J 0 0 V F,(A o Le
1-00
23 3
r,U K(Q fA 11
00*L 4 C.0) 4V
%
%
U
CU
lid
A(L WR L(, �i 0
2-K 110 UiW 701�1%
RAW%�4 06110
fil- C
%A110r, \ -t — , -0-a
Clt>x S14fAr9(N(. A.1vo Ir IQ
�J
012.4
zx z q
-Ar 0
"o
(�N
It
5, 0, U,,
0
44��2 1 :7
CD
4" CONC. SLAB REINFORCED W/
EITHER (ox& 10/10 ULN OR
FlaERMESW ON (o MIL VAPOR
C) 7�
ft U It BARRIER OvER TERMITE TREATED, C) +
0 A, TED FILL.
xq CLEAN, COMPAC I
OL V
PAO W 1'(7011 20 1.10
CU -
CU
t
4,,
_8
To
4�rtvarL To%erS .5 ell
WOOO 91;e1e6.1t 1:)GrAIL
P1 A
6
-ro
5-a
-0 P44X SCAB PGIL D6TAIL 51 , 3%
7CA Srs CD 24 1/0 e
L
It 1 1 1 -I 1� �1 . 4,
L A.
eAFn64
83
Nb
%
+
S i5aA 16S 360 ?�A -1c,
L/
-7 Cow
(77 1
24 xU X116 PAO
Aiw
W I(z)44 CA ki
vl(, PAO
VAN&W 0 ,
vs 3
0
trf$11711t.4 zoo W,
\A
0,
UP
qj ====f 11A
Zu�
;L
%
-sl
U to
ZO X 10 K W
1,1x FLA;.6 n- —A
i,,) 44 C)
Lr)
LLI
EXISTING
Z. /1Z
BEDROOM
EXIST.
A
ID
Tv '477T7 70 7
\-TO 1 7 7
r
U-Am �1' EXIST. STUDY EXIST. DEN -,4 pppOVED
(y) 4A_4(-&qs !; , ,A
-Le
T
j1-y OF AILAN111
�0 OUIL'Olsd OF51
U_
DRAWN E34M
UP
CPECKED LAFD
SCALE 1/4
Connectoi- Method of Attachnient DATE 2/25/02
HTT16---------- (18)16d Commons to Wood Member; W'dianicter or 1,arger
Cantilevers Not Supportln JOE3 NO�
9 Threaded Rod per Accompanying Note on Page S 1.
Bearing Walls FITT 22---------- (32)16d Sinkers to Wood Member;Y2"diameter or Larger
Threaded Rod per Accompanying Note on Page St.
l3locklmg TA18-------- (14)10d Commons/Total
panel ms
WOOD 1E!>A C,V-6 MSTA24--------(16)10d Commons/Total \\O,
MST148--------- (48)1 Od X fl/2"/Total CE A
Gap-
4
7a'.minimum CS16 ------------ (28)8d or(22)10d Commonsfrotal
vj Ic
23/411 MaXiMUM SP114/6/8 -------(12)1 Od X PA"
MTS12 ---- (14)]Oct Commons or 10d X I V2"/Total
Three&d(21/2!')box malla.clinched
Wood 0 oc FITS20---------- (20)10d Commons or(24)10dX IY2"/Total
"'60 , . 5
backer 0 \001i Web,Stiffener each olde(j): L GT2 ------------(14)16d Sinkers/Each to Truss and StUd Column
t� TJIIP/ft'160jolato:IM'x 261id'minimum
\f,(, TMIP/M-o'250 jolsta:5/a"x 25he"minimum MGT ------------ (22)1 Od Commons to Wood Member; Yz"diametcr'�or L arger E OF �q
0
TJIO/Fro'350jolato:1"x 251ir,"minimum Threaded Rod per Accompanying Note on Page S 1.
0 all throucjh 2x-wood backer and TJP HGT-2/3 -------- (8)1 Od to Truss;(2) Vi"diameter or Larger Threaded Rods per
Tight
jolot web with 2 rowe 10d(Y)common
H0116 at 6"on-cdnter,clinched. Accompanying Note on Page S1. ON L
HGT-4---------- (16)1 Oct to Truss;(2) 1/
2"diameter�r Larger Threaded Rods
per Accompanying Note on Page St.
LEGEND DE616N LOADS PLAN NOTES f-L,4N
NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED 1) SEE SHEETS eTI AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND DETAILS. -1) ALL INTERIOR LO�AE) BE4RING HEADERS'�514ALL BE (2)2x&-I/I (U,N.0)
FROM THIS PROJECT BASED ON THE FOLLOWING: (2) 2x&-1 2 <— PEADER/OE4M CALL-OUT A. 6RAVITY LOADS- Sl4EET
ROOF LOAD (DEAD LOAD)..1-1 FSF 2) THIS DR.AW]Nn CONTAINS SPECIFIC INFORMATION, INCLUDINrl BUT NOT LIMITED TO 5) ALL STUD WALLS, 614ALL 5E AS FOLLOW5:
NON-LOAD BEARING WALLS THAT ARE NOT A NUMBER OF <IN6 STUD5 EACH SIDE OF OPENING (LIVE LOAD).__20 PSF ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 16 PROVIDED BY OTI-IER5. SFF STUD nRAC)E 2x4 arur_>s v I&,, c.c. - UP To a'-I I/all PLATE P(ST. C "IV
SHEAR-WALL DO NOT REQUIRE WOOD*Tie ROD NUMBER OF J)ACK STUC)5 EACq SIDE OF OR,,ENING BUILDERS FIRST SOUCE OF JACK5ONVILLE, INC DESIGN CENTER (151=5DC) IS NOT (F�)R 6INGLE STORY BUILDING) R E
INSTALLATION. __ — SIZE OF: WE41-_)ER MATERIAL FLOOR LOA[) (DEAD 1_0,40)_15 PSF RESPONSIBLE FOR THE ACCURACY,OF THIS INFORMATION PROVIDED BY ANY SOURCE 5PF*2 2x4 5TUID�5 -m I(b" 0,C. UF- TO 10'-) PLATE PGT. - 1�
WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING NUMBER OF F-LIE5 IN HEADER (LIVE LOAD).--40 f=,SF OTPER THAN (E3FS0C;).' SFIF02 2x4 5TUD�5 e 1211 O.C, UP TO II'-I I/a" PLATE qGT.
SFr02 2x& STUD5 6 16"O.C. UP TO 12'-1 1/0" PLATE PGT.
LOAD BEARING WALLS -WITH ADDITIONAL LOADING MUST 3) ROOF SHEATHING SHALL BE -1116" 4.F.A. RATED SPEATHIN6 WITH ad NAILS AT (0" O.C. 13) CONCRETE SLAB$5 MAY 01MIT THE WWF IF FISERME5P CONCRETE 15 U
B. LATERAL LOADS: SED. Cl�"J C)t )NtkiA�Itic' P
and Z(Dn -11
HAVE WOOD*Tie RODS INSTALLED AS FOLLOWS: WINE) LOAD - 00 MPH AT ALL SUPPORTED PANEL EDGES AND 12" O.G. IN FIELD.
5WA SHEARWALL 55GMENT' REFER TO DETAIL F/5TI SEISMIC ZONE 1 10) ,4 M45ONRY 5TEEM WALL MAY BE USED IN LIEU OF A MONOLITHIC; CONCRETE STEMWALL.
ROOF TRuss UPLIFT 4NP/OR D/STI 4) FLOOR SHEATHING SHALL BE 3/4" T46 [DECKING WITH 10cl N41LS AT a" O.C. AT ALL REFER TO SHEET 5T-2 FOR THE REQUIRED DETAILS.
(Ibs.).......................................— WOOD*Tie ROD(S) I - 5UPPORTED EDGE5 AND 12" O.G. IN FIELD, 11) TRUSS (ROOF 4NO FLOOR) DESIGN AND LAYOOT BY BUILDERS FIRSTSOURCE OF
#0 - 1,000................................. ROD(S) (9) 4'o/c ONT.) OR @ 6'o/c (EXT.) APPROXIMATE WOOD�-Tie LOCATION
#1,001 - 2,016.......................... ADD (1) ROD ADJACENT TO TRUSS UNLF-55 NOTED OTHERW15E,q=RopEER O/C SpAclW;% e4'-INT.,61-ExT.) SHOULD �,jALL EXTERIOR WALL SHEATHING SHALL BE -1/16" Aj-.A. RATEp SHEATHING WITH 56 JACKSONVILLE,
#2,017 & GREATER............... x 5F FOLLOWED, ROD LOCATrioNsARE 5POLLN FOR DEMONSTRATION PURPOSES ONLY. NAILS AT 6" O.G. AT ALL PANEL EDGES AND 12" O.C. IN FIELD (TYP-U.N.C.).
CON i SULT DESIGN CENTER RODS SPOWN IN CORNER5 N1AY BE LOCATED To EITHER 51DE (WIT"IN 4") 12) FDROFERLY RATE-:D OFEN WEB TRUSS HEADER MAY. BE SUBSTITUTED FOR qEAD�iR5
OF PROPERLY CONSTRUCTrMD COSNER POST OR OTPER SOLID FRAMINC-t 0 M
6) ALL EXTERIOR HEADERS ePALL BE (2)2x(o-112 (U.N.O.) SPECIFIED IN TPESE7 FLAN6.
14 10 4:
17�
T!KWOOD*ne,AnchoHngRot,*)Wemtoonsist.QfvcrUctdlyodaftd W diameter,A307 thmded-stectrods secured to thofolmdation:vits two-part epoxy.lowt*- ,a' TP15 DOCUMENT 15 AN
$IoW4 oontlinuous rod or rod ogments cMled together.-culiminate dittotly Owe the top plate where It W13TOS the plSteS
rK OVSRWANG5 IN 15XC800 OF 16" A14D UP TO 24" 014
UBE 2x4 6YP OUT LOOKER AT llb"O/c CLIP TO INSTI`:RUME�NT OF
HEADER PER STRUCTURAL 00L.TOP PL.WITH(2,445 W1(8)9d.OVERHANGS *11311011!W nut.The typical maxillimim allowable tension loAd for vach unitis 3,67$9 at Interior locations,and 2,940 atexttilior locatiorisi wheniftliallcd as doilpw.,,
ENGINEER'5 5ERVIrr=
PLAN OR TRUSS LAYOUT 16"OR LESS USE 2 CX*ER AT 2411 Atftft.�iiiialls,one WOODiliTro told should bisiostalled atewh comeT post-on,the side of the post with the overlapping upper-�Imoatoii plate-�and at n6frh*`1W FOR OTPER5 FOR CON-
BLOCK SHEATHING ED6156 x4 BYP OUTIL SUPPORTED EDGE six fed on center there aftc�Opetnings greater than sljcf�ct In'length should have one WOOD"IlDiit iod-placed ateach side of the opening.Additionally,itnootholMI&
WITHIN 4'OF 6ABLE TF4UBSN o/c WITH(IA45 W1 ra)ad ROOF SWEAT TING7 5TRUCTION OF F:'ROJECT
5UILT-LIF OR 15OXEV COLU?-N MAY "LING PER PLAN domispresen4a WOOD*Tle roid should be placed at each end of each shm-wall segment if the and of the segment does not coincide with a comer or opening.W010
_FA5TEN OWEATHING TO FRAMING AT 3"o1c
NX15TA24 W/000d /END ON EDGES.6"o1c IN PIELD WY ad. roof trtmes exceeding 1.0009 In uiplift should be addressed either Individually or with a.closer on-center' spacing specialty designated on the structural plan(s), A5 TITLED E31ELOIJ).
FROM BEAM TO POST N'777 Sv'%-,=,�7 No.2 GYP 2x CONT.TO TRU,55 4 110 threaded rod should be embcdded not Ins,than 4-1hr Into 2,500pil concrete and securedwith Simpson AT Acrylic-Tic two-pad epoxy,or other two-part elmy INFORMATION DERIVED
- TOP FOLATEE W1.12IN3" - MATCH with equal or higher allowable toinsion loads for the Identloal application.An edge'distance of not less than r-measured from tho'cilge of the stab to the center 11M of
CENTER STRAP a JOINT USE 4pl� 12 SYP QF 5ply 12 ePF 2x4 11 1/4"MAX FROM TW8 IN6TRUMENT
U.N.O.ON STRUCTURAL BUILT-UP COLUMN IL-O 4x4 50TTOM CHORD Or-TFJJ55 ED65E NAILING BPAGINC2 OF
PLAN. APA RATED BWIEATWIW-j TO (UP TO A 20) SPEARWALL SHEATHING the threaded md--�(3"when 2x6 framing Is us4 should be maiftlalned to ensure that the full'allowable load of each unit Is reached.When a 3"edge distance is used CAN NOT BE U6ED FOR
USE bpl� 112 GYP 09 bpl� 02 OPF 2X6 MATCW ROOF 8PEATWIWG; (EITH5R 6'lcl/c OR 3"olcA with W framing,the typical maximum allowable tension load for each unit may be Increased to 3,4990 at exterior locallon& OT145IR LUORK6, UNL555
PT 02 GYP 4x4 POST 15UILT-UP COLUMN 11_0 6xiep no rod should continue vertically through a holo(+/-314"diameter,approximately centered)In the double 02 SYP top plate.Above the top plate,a 3"O"xlfta or 1/8" 41-IT140RIZED 5Y T14E
thick st"I wisher should be utilfized,and secured with a nut with not less than W of corItacL Ile nut should be tightened until the washei shows the
SHEATH TRUSS CLOSE:T To
-COLUMNS 6R�EATIFR 2x 02 5YP DOL JOP M.(SLOPED) INTERIOR WALL W1 I/loll APA.OR r=NGINEEFR UJIT!iii4OUT
slightest example ofdotiormadon-or about 25-pound-feet oftorquo.At the beginning of washer defbimlation,a tension load of about 125%of the allowable epoxyw
THAN 10' 01�THOSE TECO RATED 6HEATHIW3 W1 ad 0 (,1'
SUPPORTING V OR 3" OZ. AT ALL E06155 AND 12" coilcretd-skength Is'experiencrA,effectively pmokesting the embedment and bond at the exterior wall applications.Changes In moisture content and tho makrit INFRINGEMENT OF LEGAL
ENGINEERED W000 1/16"A-PA RATED SWEATHINSWITW shrinkage of building materials Wit effectively eliminate the pre-load caused by'the tightening-of the nut until washer deformation.Once shrinkage occurs,the rods RI(SI4TS.
O.C. IN THE FI5LD - BLOCK ALL
PRODUCT- USE PT 12 8d NAILS a 611 o1c ALONo AL.L PANEL need not be taught to perform as designed-only the nut and wa3her'a"embly should be snug against the top plate.
P > EDGES(MATCH NAIL PATTERN
r------------------------------ �0 Fok hV64tory walls.walls over It I'high.or certain other applications when a single,continuous threaded rod can't be us4 a coupler should be used to join two or
STRUCTURAL MAN� - JRIEEV DrESCRIPTION
1 (2)02 6" 2x4 1P EA.COWER FOUND TO UNDER61DE OF OUTLOOKER6) EDGE OF 2x NEED NOT BE more pieces of Md together to cmate a oontinuos path-ftom top plate to.fbundation.'Tho coupler should be low-carbon steel v;ith a cross-sectional areiofn6t less than
c ALL EDGES(CONTINUE STUDS I;SH5ATHIN6
I I W16mg X 1111W.Each tod should be threaded not less thm W 66 th6couplet and the two rods should make contact at or near iWdle'
I.L.O.4x4 POST.(3)02 SIFF (n 15HEATHIN6 0 TRU55 MAY BE FLUSH W1 EDGE OF TOP F_ 20 squm inches,Ideally 11
0 of the coupler and be tightened s(o as to prevent the movement of tho'coupler or either threaded tiod,
BY 6xb POST, (UND. 2x4S ,0 CORNERS DIRECTLY yP ECXj8SAND 12"o/c 114 FIPLO. BLOCK SPECIFIED FOR SPTN'G 1% SW BELOW).
ON IV
TRU55E5/RAFrrEFE5-/
CEILING PE161LIT VARIF:5 OMITTED ONLY IF 5WI�AR WALL 15
POST TO 5LA5 CONNECTION -BENEATH 15EAM WHEN 6x6 15 5W OR SW�DE5IGNATION'&Q 2x At exterior wells,APA or TECO,ated sheathing,or 5/16"Hardi-Panel'should be applied to oil*side of tho wall.An additional row of 8d nails(6d with HardiliPanto
WITH AOU44 OR A15U66 Wi REQP. should be placed at V ok Into t1ho top plate assembly In addition to.any other nallitig specified for securing the sheathing to the ftme.The additional nails mmy be
CONNECTOR 5TWN SHIEARWALL 4
12)I(od Ili 112"0)(4 1/4" EMBED1 HTTI& 4 5/6'0X5-1/2" TRUSS j! 2x SPEARWALL LENGTH. ."mnblned with other specified ndling to form u single row-example:two rows of Vo/o nails may be combined to one single row of 3"ok nails'.-
PDXIED ALL TPREAAD �2S 1 EMBED EPDXIED
(1)WTTI& 4 5/8"0 X S-1/2" 1 z ALL THREAD 9 02 GYP LEDGER FA5TENE*07 Atifiteflor walls,WOODIlITIs md I spacing may remain 6%0"d1b,however,maximum roof trusitiplift with 6'-0"old rod spacing Is rcd1u6edto 490#per truss.To achieve
I------ MSTA24 W1(13)10d 614EARWALL (SHEATHING 4 an allowable capacity of 1,000#per truss at Interior walls without the'stiffening effects of sheathln&-the olo spacingof the WOOD*Tie rods must ba reduced to*-O"
EMBED EPDXIED ALL ------ ------ EACH p�g TO 16" 0/0 5TUD5 w/.13NY' NAILO)END 4 EA SIDE OF
THREAD. ALTERNATIVE AS GUN NAILS a EA STUD CONNECTORS PER PLAN�� ------
6H I ON (TRUSS-TO-LEOGSIR 5A STUE)A50VE WQ0D*T1#.4nchor1ng Rods mayr also be used in lieu of many hold4owns,Including HTTIWi,MTS27B's,Wt=%and FT?42's,among others.Any tompovent
r HEADER 4 JACK$TO
T= cad 2, #at' te ome applications,see structural plaft)
CTURAL MAN, CONNECTOR SPECIFIED PEACIER re4diring a tension tic with an&Zowablfload of up to 3,675#at Interior appil ons or 943 ex flor locations(higher In s
BY TRU59 ENGINEER) may.use a W00D*77(rAnchor1ng,,,Rod.
BEAM A5OVE TYPICAL WALL
PEAK- TO.Ih 2x4 STUDS At exterior wall applicadoM where the WOOD*Tle Anchoring Rody am used to a)resist roof uplifts,b)Mist overturning moments,c)resist latow.wind lowing
2x6 6PF*2 :(porpendiculair to the wall),and d)distributo shoar-wall loads(pruallol to the wall),additional Intermediate shear connectors am requirect.The intermediate sbear
1/16" APA OR TO-5TUD, TO 14 i's 2xib STP#2
T8CO RATED STLV-TO-5HOE, TO 16
LEE�?GER 4 CQ%ETIONSCHEOULE (PER TRUSS fe 16,1 2X5 SYP12 contlectors'may be either W'diarmeter X 4V4"embedment thteadedlepoxied rods or W diameter X 4"embedment Powers Fasteners Blue-Tip Wedgo-BoltsjocaW at
XXX FOOTING(6215 FOUNDATION SHEATHING W1 RVO w/(5)NAILS * EACH STUD. SPOE-TO-FOUNPATION NOTE: orncar mid-points between WOODI'Tte Anchoring Rot*.Out In no ewe mom than 4r ftm any two,anchor combinations;or W'diarnetcr XIVP embedment Tapeon
611/12,10/0 ad THIS INTERIOR SPEAR WALL DETAIL 19 INTENDED FOR USE IN AREAS WHERE THE aribbors or.163"(orlarger)ldlamleterX I%"embedment power-actuated fasteners,located at or near thltd-points;between WOOD'I'TteAnchoringRods,Outinnoom
111-1241-2x5 w/(8)NAILS 'D EACH STUD.
PLAN FOR SIZE) NAILIN5 - 4 51055 SHEAR WALL RUNS PARALLEL TO THE TRU5655. TH15 15 AN ALTERNATIVE TO
RvO 1242-1562-2xl2 W/02)NAILS 0 EACH STUD. CONTINUING SWEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK, more thin 32"fibin any two anchior combinations or 16d case bud nails'at I role.
1y ai
pike joints must be anchored separattly and In addition to as described above. At each,side.of the shoe platojo r__
_EQfKCH POST- 4 ALT. PDXF-0
ommectors outlined,In the precedifing puagrqh im�lly be uted Wse4uid the plate and'Irevent WC rimDoW movement.The shociiplatejoirit1astencr should be locaM-4. '
�04 CA
rn
5EAM FRAMING [2rz EITAIL 6"-of the Joint,Should a WCOV"I'M Anchoring 1?od or intermediate shatur connector nahmally fall within this distance,no additional'connection Is requir"', Ott C8 r-
COLUn DETAIL , ISU55 LE12GER Thede arichors am Intended to provide resistance to lateral(side)loading onlyi;and 09 hillcided.to-mist any.uplift or vertical load& _:l C7% - 11zr
-011 - INTEER109 5HEARWALL FRAMING 0 5 5. P..i i:�,
1/211 -0 GADLE EN12 nALLOON FRAMING 12ETAL ALTE!RNATIE 'roloDnaluslon,WOODI"Tio Andhoriog Rod&may be used a&described above to replace all ca;tnIn place andw bolts A wwhft mud sill anchors, fl
1/2 -P-0 31
stiapin&header strapping,and TPN*s iommoctots). -13,
TRU86 TOP CHORD
2X4 !? SYP OUILOOKE M57A24 W1(5)I0djEND,(l; ON STUD (2)2x4 02 SYF�l APPROVED TFW55-TO-1112 CONNECTORS On
-OVEF;j14AW3S �5 1611 o 24-lo/c W1(1)H5 0 5ACW BLOCKING (TYP) UPLIFTS 5
HORIZONTAL 2x4 SFr- 62 OUTLOOKER-TO TOP'CHORD Or GA ASSEMBLY (TYP 4 0 HEADER 4 is SILL) UPLIFT(LI55)1 CONNECTION 1000 SEE
BLE TRUSS-, 0-4651 (1)H5 W1(4)_8`d/E`N`6__ 0
MOCKING 15TUJN TRUSS 1OV12RHAWr5 16" > 24" is lf:,"olc W/(2 zzzzzzz/z STRUCTURAL 0
_AC 0�1 )led >( �/ / 2 0
BLOCKl SHEATHING EDGES OUTLOOKER TO TOP CPORID Or-GA)5WE 7TRUSS PLAN.
r: CONT 2x4(MAYBE OMITTED IF(1)M5TAIa 16 USED 46-5-wo (2)H6 W1(4)I3d/EH1D/E,
FROM 15LOCK-TO BLOCK ACRO55 EA.TRUSS) WITHIN AW OF GABLE TRUSS HEADER PER STRUCTLIRAL PLAN 6LL ESA±1ING MATERIAL To 5E '145-1000 e2)Pa w/(s)led x,i-i/2,,/F_Nr)/EA.
FASTEN SHEATHING TO FRAMING *2 6YP_EXCEF=`T AS NQIEP.
AT 3'76" W/ad NAII-5. 0-1000 (1)WI&II-1166 W/ 0)!;10 X 1-112" 0 TOP M.
Will,
D led 0 &"O/c FROM -- - MAY E3E U5EQ 1,L,Q. 0 2 5YF;l ONLY APA OR IT5CO RATED 0-10001-0)MTSI2 d I/2"/ENP
CONT.2x4 70 2x4 15 15,5�1 4�t5�/�/�z 5 ME IF EBOTP SIDES OF FRAMING 15 6HEATWING ON ROOF- DECK
X 7
BLOCKING I�PIEATHEQ
HORIZONTAL 2x4 Spr 12 (4)J31x2i" 1015 9 APA.OR TECO RATED
0 BLOCKING ORLIN TRL156 NAILS a EAC" S END
12= SHEATHING TO MATCH 6WE3 TRUSS-TO-IE CONNECTOFR SEE
OUTLOOK R TO TOP fE. ROOF SHEATHING NAIL THROU61-1 APA RATED SWEATOINO TRUSS SC14EDULE FOR PRE-ENGINEERED ROOF
CONNE(CTOR. TFRU55 OR RAFTER
ROOF SHEATHING GABLE TOP CHORD INTO NO,2 GYP FRAMIWui W1 66 AT 3"
O.C.AT ALL. EDGES AND INTO EACH MY
2x L-15RACE ON GABLE VERTICALS AS
SPECIFIED BY TRUBS MANUR(MIK Zc4 *2 Of' EACH DOUBLE INTERIOR PLATE, 12" SPH14/6/8 0 321IO/C QS V
L/ CONTINUOUS 2X4 5PF*2 WI/(3) O.C.EL8EWHERE.
I.-T A W Uj W0004TIn RODS 1% 4' 01C
.13lx3"NAILS To EACH TRUSS SPF W1 b"cl/c .131x3"NAILS *MAX 24"cla). (2)2x4 02 GYP TOP le. FAA5 EN W1 5FF 6TUD5 w/3x3)0/8" WASHERS,
X 7 VERTICAL 4 0'VO/0,13IX3" FOR OTHER UPLIFT HARDWARE (2)ROWS led * 12"OC,AUN.O.)MIN.
TRUSS TOP CHORD GABLE TRUSS AND CONNECTIONS,SEE TYPICAL 24" LAPI W1(12AOcl IN LAFF.SPI14/6/6
NAILS TO INTERMEDIATE
5LOCKIN6.ADD (1)MSTAI0 WALL SECTION AND TYPICAL a 32" O/C QR Wk�IOP#Tld IROD5 10 6' 0 -112" EMeEIDMENT LUEEPGE
STRAP W/(1)lod/END a EA. HEADER FRAMING DETAIL. 1/2"d x 4
CLIP END or LATERAL BRACE TO GABLE O/C W1 3x3XI/a" WASWER!5. A.P.A.OR TECO RATED ANCHORS Q9 EPDXIED ALL
PEr:L/r:Nc>VERTICAL
SPLICE (CONT.7X4 MAYBE 2X -5 CING AT I RD AT (2n)(4 02 GYP SHEATHING OVER SPF 57UOS
OF TRUE75 OMITTED It-(1)MSTA18 15 USED A R POINT 5 0 AB r: r I IIX.. BOTTOM CWORD WITH (2)P5 CLIPS. BILL (TYP) / AT DOUBLE INTERIOR THREADS 11, 32"o/c W1 2x2xI/0"
8ILLS/MATES/I5LOCKIN5,NAIL WASHERS OR WOODITIv ROPS 10
FROM 5LOCK-TO BLOCK q '11 5' 4 AT 4 5A GABLE BOTTOM CHORD TO TOP V_W/MSTA15 / FIRST PLATE TO SECOND PLATE W11 LENGTH CONNECTOR 02 SYP PT BOTTOM fl�W/ 4"o/c,WOOP1719 RODS v
5 C86 INWAR NA j i
4 ACROSS EA.TRUSS) VJAC5NT TRUS 5 W/(3),13N3' STRAP W1(1)l0d/END 0 46"Olin CR.131)6" TOE (2)ROWS 12d COMMONS AT EV O.C. 5PI-14/6/6 a 321, O/C QS INTERIOR.6HEARWALLS ADD
1/16" A.P.A.OR 7ECO RATED J MA "XIBF� NAILS TO TOP IE a 31lo/c-STA615ERIEED AS RUQ'r->. < (1)1-15,1-18,H16,QR MTS')12 WOOP4TIS RODS 0 &1 OIC. EITHER 24"o/r.SHOT PINS Q9 told
< 4/12 PITC &'O/c
SHEATHING W/W/12"o/c ad NAIL$ SIDE FIANEL HVIGHT TO CASE HARD NAIL$ -0 15"o/c.
4/12 < 1/12 *VCP 4 6'0/0 1/16" A.P.A.OR TECO RATED SWEATHING W1 5d NAILS (2)W5'5 OS W8'5 M, 1/2"NI" EMBED AZ.w/2")lt2"xI/&"WASP
BLOCK ALL PANEL EDGES. >-1/19 PITC11- 4'01r, 19 6" Or_ALONG ALL PANEI. EDGE5AND 12" O�C. IN WIDTH RrEQUIREM15ENT5 T-14' AT 32 1 a/c Q9 112"d WOOP,Fie KOP5 a
(1)HI& QS MT512
FIELD. BLOCK ALL EDGES(CONTINUE SHEATHING ANCHOR BOLT(S) h(R) MIN,w VO/S W1 EITHER 5140T 15INS is 24" Olb 02 GYP PT BOTTOM e
I A ..........
10 MIDPOINT or GABLE BOTTOM CHORD) OR SP�T PINS 2-.11. PLAN 09]old CASE PARDS I&" O/C.
PER C E TAIL E/5TI 1'-8 1/2"
y 51 1. 1
-F,.l USE (4)
SEE TRUSS SCHEDULE FOR led IN LIEU or- --------
4- 11.2 in'. TRUSS-TO-112 CONNECTION
TYPE (PTL A 4 5/STI) 4
TRU55-To-fR CONNECTOR, DOUBLE TOP FE OF WALL IF MRST OUTLOOKER 15 MORE I
I 12x4*N SYP LATERAL BRACE AT 40"o1c. THAN 32",FROM FASCIA,USE 4
6H BRACE INTO 4
(3).13N3"NAILS TWROLk X WIA 1111F -ALL CONCRETE MINIMUM
0 L X & WIA SH:
EACH4 TRU55 BOTTOM CHORD. EXTENP T R F15ERME
STUDS/SHEAR WALL (2)2x4'5 Is FIRST OUTL OK R N FINISH 4 a - 2500 PSI COMF)RI55SIVIE
BRAC::E TO FOURTH INTERIOR TRUSS. GRADE A' .11
FRAMING PER PLAN 7-, WATERPROOF BARRIER STREW�sTl-1 49 25 PAYS,*
45"ol. FOOTING-s TO 55AR�ON UNDISTURBErD SOIL
NaTAI3 STRAP -7
-5R-ACING OF MUSS HE L L
Tali! NAILS "" - HTT22 W1 5/6"g$ALL NOTEs MASONRY' STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FO�TING. INSTALL ANCHOR BOLT,IF USED,WITHIN 0"OF
(2/1.5 _2 AT SHEAR -sAOLE ENQ RA -TAIL FOOTING(SEE TYPICAL WALL SECTION) THREAD (5 1/1" I5EARIW_s IWALL ENDS AND WITHIN all OF DOOR OPENINGS IN BEA; RINCI WALLS. SEE TYPICAL CONCRETE SECTIONS FOR LH
R 16 TALL_ WALLS C 5E CING PIE EMBEDMENT)(TYP) REINFORC:[Wj AND DIMENSIONING OF FOOTINGS.
1/211 X V—oo 1/211 11-011 SW5 _- 5FECIAL 5HEFARWALL P Al TYPICAL-WALL SECTION
1/2 V—V 1/211 X 11-011
HEADER(SIZE
PER CALLOUT ON 5PH41(216 FLAT 'Sull 0 60 $HEAR WALLS REQUIRE MIN.413" OVERLAPS
STRUCTURAL ......... W/MIN.(24).131x3ll NAILS 0 TOP PLATE SPLICES OR(2)
CONNECTORS NOT RE:Q'
PLAN)OR TRUSS IF:APAITI�Co RATE MSTA24's W1(1:3)lod/END,CENTERED ON EACH spLiCE. APPROVED TP;WSS-TO-IE CONNECTIORS
1111--lL--- i — UPLIFTS >
LAYOUT IF SYS 42. 5L4EATWIN(:i IS NAILE UPL IrT(1-155) CONNECTION
or ___-) 1000 SEE
CCRNER INTO TQP fE A66EMBLI: 4 0-4r-5 (1)WF7 WI/(4)5d/EN0 STRUCTURAL
GARAGE 0-145 (1)We W1 (5)told x 1-1/2'VrE:NP
NAIL TWRCXIG14 APA OR T5CO RATED SWEATHINC2
5wo INTO NO.2 OPF FRAMING PER SWEAR 465-cJ30 (2)HD W1(4)ed/END/IBA!
IN TPFE EVENT THE CONCRETE V 146-1000
TOP e TO HEDR WALL TAME. (2)H5 W/(6)led x 1-1/2",liEND/5A.
-3 FASTENED TO
CONTRACTOR OMITS THE CORNER OF APA.OR T15CO RATED SHEATHINr 0�i000 el)W16/14165 / 0 10 "1" TO TOP M.
PPAPP22 EMBEDDED (2)MSTA2 GARAGE rRAMIW-3 PER SPEAR WALL TABLE 0-1000 (1)MT512 W/A11)lli;1-yal;F19-ji�"/FN5
STRAPS, IT IS ACCEPTABLE 4 W1 (BLOCK PANEL EI) E5) SPEAR WALL
(`!bAVd/END/STRAP * EA
WOODITIE ROD FROM ABOVE, TO SUBSTITUTE(1)MST45 ad COMMON LqLa_221N III, ENDS IN ADDITION A.P.A.OR TECO RATED
SERIES FLAT 57RAP PER END OF WEA.DER UXO_ NAILING TO TYP.WALL SECTION(A/5Tl 4 5PEATPIW_1 ON LL
SECURED TO BEAM VIA HTTI& W1 6WE,_ATWIWg 1912 (2NL ROOfF DECK
PPAPP22.FACE MOUNT THE
(18)1(od NAILS,MIN. 1/16" APA RATED SPF!ATPIW% COVER Lourug ff! OE me SPACING 5/STI). WOOD&TI8 ROD MAY BE
STRAF�TO THIE FOUNDATION 65�EWLY IF' USED IN LIEU OF:A14Y SPECIFIED
WITH 51TWER C4)1/2"15 W1 ad NAILS AT 3"112"o1c. A)_R ARE PFVP9RLY DOUBLE STUDS a EACH END WOLD-00I.I.N. PRE-ENGINEERED ROO
EPDXIED ALLL THREADS W1 OF SHEAR WALL5i OR RAFTER
BEAM SECURED VIA WODOTIE ROP 4 JACKS PER PLAN HAILEI? JOGETHE EDGE WELD )-STORY 2-STORY
(1)PTTI( 4 1/411 MIN.EM15EDMENT OR 5.
b WI/(10)1(od (MAY BE ROTA78P WALL5 ��I� LOWS- NONE
160' TO CONGEAL FLANGE) (16)3/16'IN 1 '3/411 TAPcON A-RE ATTACH IQ-a,2TW fg' 5W ro 17 REQ'D*WALLS < lrp' LONG1 STRAP
ANCHORS.r-AtSTEN 5TRAF'TO (2)8PH4/9,/8 UP 1/2'10 x `(lD
STUDS W/(20))I&d.
WOODITIE ROD TPIRMIGH MIN.3 KING 5TUDS EACH AS D5L STUDS,AT THE ENDS OF 4-112" EMBED EPDXIED N)4 2 GYP TOP R. FASTEN W/
CENTERLIN50F BEAM W/ 51DE OF OPENING WHEN 51-115ARWALLS ALL THREAD 4 3x3A/8--
----___US[Wi 2x& FRAMING.5 KING HEADER Kill, Y 5ERVE - WASHER WITHIN 3" OF ROWS l0c�17"olr-eUN.C.)MIN.24" L -A
3x3xl/8"WASHER 4 NUT. TRUO$-TO-E CONNECTOPPSE5 W/(12)lod IN LAP. WOOD-Tis ROD$W1
STUDS EACH SIDE WHEN UP$/SPH4/6/8, TRUSS 5CPEDULEi FOR 11 WA5HERm 4"olc
SPI-14/6/5 a 32"o/c 99
HPAPD22 W/(213)16d TO U51NO 2x4 FRAMING UN.O_
CONNECTOR
STUD A56MEEBLY(2) (UPT722 W/Na"O x 5-1/2" (3)CO16
PER GIVE OF ioP5NIW.% n" ANCPCR WLT AS 51111 3 12 FM13HD EPDXIED ALL � 15PP4/b/O IP 32"o/r- STUD$
11 11 ��- WOOPOTIs ROD STRAPS RAF- z I
PER TYP.WALL SECTION, (2"MAX.FROM *5R PLAN TWIREAD. _rELR-TO-12 CO�brclogl OR WOOPITIal
RODO WI/
JAMSTU06) LENGTH CONNECTOR
0 ` z SPACING W1 112"0 x 4-1/4'(2r9los WASHER a Violin,
WOOD 5EAM am 3 12 EMBED EPDXIED ALL IJ
lHPAWQ22 NeOT Ego, 4115LA5 W113")(13" THICK- PER PLAN TWRUAD UJ/3x3xI/5" STRAPS 0-11 (1)1-15,H5,01b,Q9 MT6112
0 TWIF2 LOeCAIION I IRKED EDGE WAU04-
(2)Hr2,6 Q's Pa.$Q8
WABPER.J
I 1-141
48' CONT.UNDER DOORL NOTIISI
(SEE DETAIL 616TV FINISH (1)HI& GE MT612 STRAPPINCi, fe
GRADE 1) sl/lrbli WARDI-PA]"ML Is PERMI7TED As SUBSTITUTION CONNECTORS, CLIPS,
> 14' SEE �LAN A09 ANC)10 WOODITle
RAI L jrg,jjrn--A, POR RATED 614EATPING ON EXTERIOR
7g�F
WALL6 ONLY IF NOTED ON THE STRUCTURAL PLAN. JACKS T AND 6HORT Aim-A.OR TECO RATED ROD5 ARE NOT REQ'o
—U11 I WMA-Fil-1 rzR MA7
USE (4) led IN LIEU Or SHEATHING OVER 6PF STUDS INTERIOR E35ARING
2) OPENINGS IN SHEAR WALL SEGmENTS PERMITTED ONLY TRUSS-ro-m CONNECTION I
I 1_:_W_LU_, HOLD IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL WALLS SUPPORTING
ru_g� —TqML-Y DOWNS D/STI. STUD WALL5 WITH ORIC
L
=1 UT T� FOOTING(SEE TYPICAL WALL SECTION) PER TABLE _K VEMEER—) QSLj FLOOR LOADS.
OPTIONi 5ECURE 15RICK VEMEER
3) "TT22 SPECIFIED FOR Wl MAY BE SUOSTITUIT11D WITH To WOOD FRAME w/GALv.TIlE5 a n GYP BOTTOM fE W/(2)ROWS OF iod
TFRADITIONAL- M T4L C:ONNECTOR!5 WOOPITIe ANCI-IORING RODS WPAWD22 W/(23�lbd 16"cllc HORIZONTAL 4 3V"G)10 NAILS to 12"o/c,STAGGEFUE-D.
W001>T19 SHEAR-WALL A58EM�Ly PETAL VEFZrl'ICAL
_51HAM CONNECTION-ALTESNATIVE5 TYPICAL GAFRA�� WOOD"I'le ANCHORING ROD MAY BE UBEP IN L19U OF
1/211 P—Oil D — 11 1 - - 2023 OPENING PETAL 1/2" w V-0" (1)OR(2)C516 STRAPS OR(2)SPI-141618 AND EPDXIED 3/ " T4G PLYWOOD - PRAIN [DA BAM/RLL
1/211 -oll ALL THREAD/WASHER MAIL SHEATHING TO 50TTOM le'� 00.116'lo/a led NAILS 4 GLUE 1 1
AND BAND BOARD PER RIEQID�l Will LIQUID NAIL OR EQUAL. C, EC:KED LAF
EDGE NAILING-
SHEAR WALL r
5GALE NOMD
STRAP ACROSS JOINT5 INI. ------ USE 48" STRAPS LL.O.
,TYPIC NEr_Tic;N[5___v_5TUP POST PER STRUCTURAL PLAN BAND BOARD W1(IXISTA24� I
tAL CON W/(j)led NAILS /END, SPECIFIED 40" STRAJOS DATE 4/c3/01
r-PL.UMN5,JAgK-TO-KING SITU 11 IF LOOR DEPTH IE 16"
WEADIER PER It 1.
,455EMI!5LIES, COSNER PO$T. ETC STRUCTURAL 0 IA (NOT REO'D W44EN USING J_bE3 NO. STANDARD
(4)10d it KING NAIL SHEATHING TO TOP FE! WOODIT15 RO05)
T PLAN STUD-TO-HEADER, PER REQ'D SWEAR WALL- i� .... I
EACH ENE) AND EDGE NAILING' TRU55 DETAIL5
EACH PLY, FLOOR TRU6S OR I-JOIOT5
MULTI-STUP CRIPPLES TRUSS-TO-fE AND UPPER FLOOR 5TUDS TO LOWER
(1)ROW OF told NAILS 0 ib" O.C. BETWEEN PLATES M-TO-STUD CONNECTOR TIE UPPER FLOORS 5TUP�S FLOOR STUDS OR LOWER FLOOR
(1)ROW OF led NAILS (3)ROWIS Or-led NAILS 0 1`2 SYP 0-1 W APA OR TECO RAT50 TO LOWER FLOOR STUP) BEAM WITH 40" LENGTH Or CSI&
STAGGERED,WITHIN 3/411 OF 4" O.C. 5TAGGIEFMC). I a" O.C.,STAGGERED As (MATCH SIZE 4 QUAWITY Or- 5CWEDULE FOR 5PACIW_j (2)0 2 SYP TOP fE,
C12INTIERLINE Or 2x4 1/4" OFF It OF 2x6,, 6HC(UN,EA FLY, STUD COLUMN ABOVE) BOTTOM e :E CONNECTOR(SHEET 9TI) SHEATHING W1(1)ROW OF OR To LOWER FLOotIR FASTEN W1(2)ROWIS IOLI STRAPPING w/(II)Iod/END.
ad NAILS 3" O.C.AT TOP BEAM WITH 40"LENGTH C�F 12"ola W1 MIN.(12)loci IN CIFINT5RE-P ON FLOOR SYSTEM 4.
(INTO IE'S)AND 50TTOM 8PF STUDS N .tNc
LAP(U.N�O.)MIN.24" LAP r\ \N 'a ..................A�)
C516,STRAF`PINdG QB WOOD,TI(5 RODS is 4'o1c. N10
FLOOR TRUBS OR TJI (INTO HEADER).NO SPI-115 w/0)IO&END CENTEREIP
z
ALL, JACKS TO PEADER! JACK AND KING STUDS
_82 MSTAIS WI(6)10d IN QUANTITY PER CAI
-1 HEADER,hb)10d IN JACK. ON S7MCTURAL PLAN. D FASTEN eADJACENT WO0DtTI6 RODS a 6'clec. SP15ATHING OVER$PF STUDS
LL
KINGS AND JACKS W/(2)
_Li:�T REQUIRED, ON FLOOR SYSTEM QfS A.P.A.OR TECO RATED SPF STUPS C-14
1/2"16 x 4-1&' EMBEDMENT WEDGE
ROWS OF led a 13"OZ.
I 5/all �)q 0 02 GYP FIT 50TTCM FE w/SPW4/6,/O to
=(1,140" C016 W/ 32"o/a OR WOOP,Tla ROPS e Volo. 1_2
PROVIDE ANCHORS Q9 EPDXIED ALL
(II)IOd PER END AT STUD-
V"
THREADS to 32110/c W/2X2XI/5II
'TO-57UP,ACROSS CRIPPLES. 6 OR WOOD ITI&ROD$ V 1i TE OF
2 1/2 L WASHER I 7wg
(1)ISTRAP MR PLY. NOT RECIT) 400 FASTEN ADJACENT KINC35 WOOD-TIE ROD ADJACENT W I
W 4-10/c,LUOOD#Tle9 RODS 0
WHEN USIWa WOOD-TIO ROD& AND JACKS W1(2)ROWS To KING STUDS EACH SIDE 1/2"ft'["EMBEDA5.w/2"x2l'A/5-- :�,
��, / **-.. CR
OF led a allor. OF OPENING 12 (21-01 WASHER AT 32"o/a OR 1/2"0 WOOD*Tle INTERIOR.61-115ARWALLS ADD ?�,.3.P. ... 4e
02 SY] D5L EITHER 24"o/c SHOT PINS QN 16d ... .......I.
TOP fE RODS a &'olc W1 SHOT FINS a 24"o/c /Z �. ,
OPENIN05 GREATER THAN OR Ibd CASE HARD5 0 15"ola. CASE HARD NAILS %v lallp/c.
6'USE 1/2"0 OR_VB"0
24 ALL JACX5 TO BOTTOM ANCHORS AT 4$" O.C.OR ...3.4--
15/8'. ?Ei 5004/6/6 PER JACX_---_ 1/4"0 TAPCCN5 AT 32" OC.
L
MATCH QUANTITIES OF MIE76 IN STUD COL.Af3OVE, FINISH 4 X W1 .14.
GRAD,qkTu r��;n7m 4 x W1.4 UALIF
f3UILT-UF1 COLUMN f3UILT-UI= COLUMN EBUILT-UP COLUMN BARRIER ALL CONCRETE MINIMUM
IFOOTING(SEE 25,00 PSI COMPRESSIVE
PLATE WGT5. UP To IT-1 1/5" PLATE PGTS. UP TO 16'-1 1/5" PLATE WGT!5. UP TO 201-111 L TYP F!OUNDAT1 FOOTING TO BEAR ON UNDISTUR51510 SOIL STRENGTH 28 DAYS.4 5PEET
PLAN
*2 Sff OR, SYP 2X4 02 SIMF OR SYP *2 SFF OR SYP OR 1,15ERME614 STfPUCT
L L WATERPROOF
41 DETAILS)
L '17 L T NOTE- MASONRY STEMWALL.MAY BE USED IN LIEU Or MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS
1SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. CNCRET5 FOOTING (SEE FOUNDATION AND (IF=USED)WITHIN 13"OF BEARIW_%WALL ENDS AND WITH114 13"OF DOOR OPENINGS IN eEARIW-s
FASTEN WALL SHEATHINO-TO-POST W/MIN 8d'S V FRAMING PLAN FOR TYPICAL DIMEN6IcNS1_\ WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINF6FX'_-ING AND rDIMENSIONING OF FOOTIN636,
12" 01C OR GYPSUM-TO-POST W1 MIN 5d's 0 4" O/C _05T 5P TF_4DITIONAL METAL CONNECTORS Wool)-,Tie ANCHORIN6 ROID5 STI
MULTIFLE FLY POST CQN -MULTI-51CRY STUP P -LIGE IMULTI -51091 TYPICAL WALL SECTION
NFECTIONS TYPICAL OPENING ESAMING 25TAIL UN.O.
1/2 0 1 1/211 11.011
E,
I
E
771 zi
2,U)14
"YP
-2 r
BILL TYP)
K 4 Ui5 G
A OJ�T
L
3. 1 AT H
TM
01r(
W
4. F/2"06'
T3
OR I
OF - 5HEET5
TH15 DOCUMrzNT 15 AN
&TRUCTUfRAL GENESAL NCTES IN5TRLJMENT OF ,r=
ENGINEEfR'S 55RVIC
FOR OTHER& POP, CON-
STOP LATH AND SEE STI FOR VERTICAL WALL CONN5PTION. 5TRUCTION OF PROJECT
STUCCO CORNIE AS TITLED BELOW.
BEAD I` BELOW 14" CONC 51-AE5 W/ &X9,X10/10 UXLF INFORMATION DERIVED
STOP LATH AND OVER & MIL VAPOR.j5ARRIER OVER
199-1 Standard Suildine Code (55ccl) 1411 CONC: SLA5 W1 &XroXI0110 WWF /SEE 5TI FOR VERTICAL WALL' CONNECTION, FINISHED FLOO CLEAN, WELL COMPACTED, TREATED FILL FROM TI-415 INSTRUMENT
SLOPE 3/4" X 12" STUCCO CORNER
OVER & MIL VAPOR BARRIER OVER CAN NOT BE USED FOR
EXR JOINT
CLEAN, WELL COMPACTED, TREATED FILL I AT GARAGE DOOR BEAD I" 5ELOUJ 4" CONC SLAB W1 &X&XIO/10 WLJF MAY 13E USED
GENEF,AAL FINISHED FLOO OVER C7 MIL VAPOR BARRIER OVER AS IBRICK LEDG OTHER WORK6 UNLE66
ED 15Y TPE
VARIES R-\ FICLEAN, LU LL COMPACTED, TREATED FILL BLOFE GRAD 4UTI-40RIZr
Design is void after two years from original date or issue, unless updated to acce 7-7 ---------- (1)84 RE5AR CONT. is HEADER COURSE ENCiINEEl`R WITI-4OUT
Ptable codes and practices at that titme.
I I I 1— 411 CONCSLAB, W/ (oX&XI01I0 WUJF SLOPE
DE F5 I m ENSIGN$ ARE INFRINGEMENT OF LEGAL
5. Do not scale. Use dimensions From the architectural Plan. Notify engineer Immediately If dIscrSP4nc[sa are Found betweeni plans. CLEAN, WELL COMPACTED, TREATED FILL I RInl4T5.
EM I I Nfl I I I OVER 6 MIL VAPOR BARRIER OVER GRA I MIN, 15TANCES 41 1 STORY ---R—
C. All details shall be In accordance with Instructions from manufacturer or designer. _j DIMENSIONS A Ej
01 1 MIN. DISTANCES
0-411 temporary sharing shall be the rssponslblllt� OF the C14 I CLEAN COMPACTED 2 5TOR
contractor. D55C;P-Il`=TION
0 SANE) FILL I STORY W1 2 OR LE55 COUR5ES,
Lr;,H- ILI I
POUR 5TEMWALL 5OLID OR USE 10"xlO" F-TN'G
2)04 CONT, - I-STORY
ILI IF''111 17--�1111
FOUN12ATION: 7
(2,--, OF, (3�-4 GONT.- 2-STORY -6 MIL VAPOR BARRIER -W/o BRICK (TYP. vrzRTICAL REINFORCEMENT> $4 DOWELS 2
A This design has been completed tri-accorclarics with pertinent standards, recommended design soil parameters, and accepited 6!CORNER6 4 48"o/c THEREAFTER - BEND
based on the beat information avallable at the time of completlon. The design is Initended 111Wfli 11 11 F: 10111-111 .... ALI- DOWELS 6 TOP 4 15OTTOM,rzt-15rzP 3
engineering design procedures, and Ir — MINIMUM &-, INTO FOOTINn /12" INTO SLA5
(I T. ->UT ALL- cei-it-G UJ/ REINFORCEMENT)
L2011 L
to minimize differential movement resulting From the heaving OF expansive soil Or settlIng of subourFace,solls. It must be retcogniz6d 1 6 rofRy W1 BRICK .... (GIRL
I 0TQF3Y MAX. 5TEMWALL HEIGHT.- (6)
that Foundation components will undergo movement. Any subsequent owners shall be appraised OF the Soll condition and al�dvlsecl to �2 &TORY) W1O BRICK 12" WIDE W1(2)04 CONT. all COURSES WALLS > I STORY P0j2TINCs,5IZF.
W/O BRICK 16">O"W1 e2)04 CONT.
maintain good practices In the future with regard to surface and subsurface drainage, Framing OF partitions above Floor sim9loa, and W1 15RICK 20" WIDE (INCLUC)ING L�VGE)W1(3)*4 COURSIEES HIGP REOUIRE
Finish work above the Floor slabs, etc, W/BRICK 2ollx$" UY(3,114 OR(2)15 CONT.
15. Design has, been based on a non TUfRNE[--) (DOWN EIDGE 2 STORY ADDITIONAL ANALY615 4 2 5TONX
-sx1vanalve soll with an allowable soll bearIng capacity or 20M pof. Active EFPz 30 pcF (level loac"lops). WIO 15RICK 16"W108 W1(3)&4 OR(2,05 CONT. REINFORCEMENT. W10 IBRICK 20"x10" W/(.3)04 OR(2n CONT.
C. BackF111 adjacent to Foundation lalls shall not be placed until the walls have Sufficient strength and have been anchored to the Floor ��EARIN6 6TEF 0 W1 BRICK 14"WIDE 1INCLUDIN6 LED13EI W1 14, 4 OR 131 W/15RICK 24"xlO" W1(4)14 OR(3)S CONT,
system above or adequately braced to prevent damage to the wall.
0. Refer to the Geotechnical EngIneer's report for all soil requirements For this site. T�TFICAL FOUNDATION [DETAIL TT�FICAL FOUNDATION DETAIL
2 InclIcated on tl�e drawings and centered on column or wall,
E. All foundation pads shall be Formed to proper dimensions ar 0
F. The location OF Founclatlon jogs, steps and top of wall elevations and connections are critical to Foundation performancei. These Items "a P�
are shown on the plans but may change during the actual construction. As a result, this design can not address proper fouinclation C-1 co 0-111
SEE 5TI FOR VERTICAL WALL CONNECTION. M �O 5 -C� 'tr-
configuration unless stated specifically on the drawings. 4" CONC 5LAE3 W/ roXG>00110 WwF 5 1/2
0 a4
OVER (o MIL VAPOR 5ARRIER OVER MAX. 2 COURSES 0 -,Zen
CLEAN, WELL. COMPACTED, TERMITE 4" CONC, 6LA5 W1 &X&XI0110 WWF 5 1/2" WIDE CONC, SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE STI FOR VERTICAL 2 �, (C7,,1 L5 0
CQNC:F�ETj=--. TREATED FILL OVER C7 MIL VAPOR BARRIER OVER WALL CONNECTION. U 4: , - Z
=AN, WELL COMPACTED, TREATE FILL STOP LATH AND SLAB LEVEL. TOP To GARAGE FLOOR �t rn .
CN CU Z)
CLr (U�14 CONT. IN SOLID GROUTED 01:10,
A Dstall reinforcement In accordance with AGI 31$-ao (Revised 1138a), Detaillng Manual. Minimum concrete cover For reInForcisment STUCCO CORNER VARIE5t MAX 5 1/2" (HEIGHTS EXCEEDIN(n U-E3LOCK COURS I E
shall be as Follows. BEAD P BELOW WIDTH REQ ADDITIONAL ANALYSIS)
VARIES 0 �A
FINISHED FLOOIR\ TYPICAL SLAB
1) Concrete cast against earth 3" Till 41' CONC; SLAB W1 6x(oxIC/10 WWF 0
-111-e OVER 6 MIL VAPOR BARRIER OVER
2) Formed concrete exposed to earth or weather 1-1/2" LIU IN I I I.... I I F:: CLEAN, W�Ll- COMPACTED, TREATED FILIL TYR VERT.
3) Interior slabs, walls 3/411 1171111 0 RE INF,
MIL VAPOR BARRIER
.. .... SLOPE
1�1 I I I I I- GRADE
13. Minimum compressive design strength OF concrete used For Foundations and slabs shall be 25M pol '0 25 days, I�EEEI I I 1��
Ei I I
0. Reinforcing steel shall Conform to ASTM A615, grade 40. 111 111 Old I I I YFICAL FOOTING SEE I/ST2 FOR
— LI ILI 1 1)414 CONf—. --1 CLEAN COMPACTED E-7 I I I I�-:z I I I - 11— ],1 1111—
��l I I ��l I I I SIZE/
P. Loneitudinal reinforcing In walls and Footings 51hall be continuous at corners and Intersections. Matching corner —110-1111— 1 -- —- — REINFORCEMENT
bars shall be used. SAND FILL
Minimum lap or reinforcing shall be 40 bar diamate
no, but riot less than 20"A I EEd I I I—
E!. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinrorcIne detailing arid pla CIM2, curing,
Old I I
and testing shall be done In accordance with the requirements and application OF ACI 301-84 (5�0, "Specifications for Stiructural Concrete".
TYPICAL FOUNDATION
LUQOP STEP DOWN 0IMENSION6 AR
A Framing lumber shall be as Follows or better: NON- LOAD 5EARING TURNED DOWN r-EDGE tj(N. 015TANC561
2 x Rafters/E3sams/Jolotg 02 5YF IS% M.C;.
I-Jolats Provided by TrusJoist, or equivalsrit. (D ON�AT�GAfRA� OUNDATION AT GAFAGE
tO U N DA T�1 GE
Engfrisered Beams Provided by TrusJolat, or equivalent.
Plates 02 6YF IS% M.C.
Studs *2 SPF 113% M,C. - Typical - Unless Noted Otherwise 4" C:ONC: 5LA5 W1 &X&XI0110 UT
Stud Grade SPF IS9. M,Ck (2x4 up to V-1 1/811, one storV residence only) OVER & MIL VAPOR 5ARRIER OVER
15-411 natfs shall be type "C4mmonu unless noted otherwise, Options to using common nallb are as Follows: CLEAN, WELL COMPACTED, TERMITE HE,4DER 5LOCK OF OVERLAP SLAB RECESS 51-45 3/4" r-OR
l2d=106=0.131"x3" Gun Nails TREATED FILL- 211 FORMED 4 C,46T 10 1 1/211 THRESHOLD
acl�0.013V'x2 114" 5crew/Glua Shank Gun Nails (provided that the o1c spacing Is reduced by 1/3, Ir::.- 6d 10 (V/12"o/c baco�mes STEP DOWN DEPTH z STUD + 1 114" (FROM
OUTSIDE FACE OF BLOCK)
.0c3cJV'x2 1/411 a 49811o/c.)
RECESS SLAB 3/4" FOR SGD
ding Goole
C. Where not otherwise shown an plans, all nailing or screwing shall be as Indicated in the current Standard Bull
VARIr T 411 CCNC SLAB W1 &X&XIO/10 WWF
reFerenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used In place of nailing. L
OVER 6 MIL VAPOR 5ARRIER OVER
0. Metal connectors to be provided b� SIMPSON. Altermc EEI CLEAN, W L COMPACTED, TREATED FILL TYP. SLAB
ite connectors wl equivalent or higher allowable loads may be ussid In lieu or E ii 11-7=1 111 TYF. SLAE3
spscfrisd components. 177
I R�
E All exterior walls to be sheathed with min. 0-6-15, with 8d Q 6" o.c. along panel edges, 12" o.c. in Field, nx-�-,&pt as noteed on Structural plan.
I-JoIst, etc.) shall be installed per manufacturers specifications 4 directlos, I 1 —1111
F. 5rigineered componets (trusses, r�i I I I CLEAN COMPACTED UA
TYPICAL FOOTING - SEE WST2 YFICAL FOOTING SEE I/ST2 FOR
-oa per P10-91 spaced not more t1han 16, reet o.c. and
G. All permanent bracing OF trusses with continuous lateral braces shall be 61agonalIq brar I I I JEE1 I I 1=1 I I SIZE/REINPORCSMEP T SAND FILL 5IZE/REINFORCEMEN
Z:
not more than 4' From end or continuous lateral brace. CONT. - I-5TORY
I I
OR (3)24 CONT. FOR ID
(2)115
2-STORY
TYPICAL FOUNDATION
-Z
STEEL STO M�l
A Detail, Fabricate, and erect steel according to A15C: 2011
eth edition. lift
"SpecIFIcatfon for the Deelgri, Fabrication, and Erection of Structural Steel 5utlallng5l', F2 STORY)
5. Structural steel shall be.
Except as. below ASTM 436 INTERIOR 5EARING
Pipe A6TM AE73, Type E or 5, Gr. B FOUND. AT
Tube A5TM A500 &TEMWALL STEP DOWN 3
C. All bolts shall be 430-1 unless noted otherwise. LL
0. All welding shall be lo� a certiFleci welder.
MASONRY* 411 CONC SLAB W/ 6X6xiollo WuF HOLD PDR. 5L<
MARBLE SILL OVER 6 MIL VAPOR BARRIER OVER TO OUTSIDE
A Concrete block shall have a minimum compressive strength, F'm OF 1900 p6t. Masorlr� shall be laid up using type 5 mortar only. CLEAN, WELL COMPACTED, TERMITE 1/201
Any ma!3onr� In contact with earth shall be grouted Full. Grout shall have a minimum compressive strength of 2000 p6l. TREATED FILL 0 TYP. SLAB UL
15-411 concrete masonry operations, shall be done in accordance with the provisions OF the latest applicable recommenclati(ono OF the 5,11 MAY VARY TILE HAND TOOL ALL CONTROL JOINT
ACI Manua I OF Standard Practicq. (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" CONC SLA13 W1 &><000/10 WWF
PLAN) 15 WORKAE3LE OVER 6, MIL VAPOR BARRIER OVER
C. Lap all vertical reinforcing a minimum or 20". CIAN, W LL COMPACTED, TREATED FILL C�-
_�j
D. Provide horizontal joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM A82 and A5TM AI&I TrF,5 304. ------ ---
Nd I I R�d I I 1�;d I I 1=
-I I I R1 I I IE�El I I I IN I I
TYPICAL FOOTING SEE I/ST2
61ZF-/RF-INt:O RCEME�,T
7V
TYPICAL FOUNDATION
4
MIN,
SUNKEN SHOWER DETAIL CONTROL JOINT (D
DRAWN MDA/RW
CHECKED LAIm
6TANDARID POUNDATION DF-TAIL& 6CAL-E NOTED
DATE 4/10/01
JOB NO. STANDARD
I" AIR SPACE
(1)114 x 2'-0" OVER
TRUC-55 DET,411-5
,FLA6PIW.;t MUST FA55 TOROUGH allxg" CHASE IN
BRICK VENEER is A LEVEL BELOW Fl.
7 GONC. 15L0C< STEM
w�
EXTEND FLASPING FBELOW SPOE PLATE SLOPE WALL.
GROUT SOLID GRADE - ///z
METAL OR PLASTIC: -�_ . - ////
EXTERIOR WALLS HAVE THE EXTERIOR \01
5PEATPINGs FLUSP WITH THE FOUNDATION. AROUND FIFIE
Foundation Note : (POLY)FLA%4IW;s .4
FULL ALL INTERIOR WALL DIMENSIONS GROUT 50LID .........
W55P WOLE5 48" O/C N �Fl
FROM OUTER EDGE SLAE3. 4n CLEAN COMPACTED AROUND PIPE
Ed , .. , : 71
SAND FILL \%
3/4" (NOM.) STUCCO OVER LATP 4 PAPER
�7
8" MIN. - DEEPEN
TYPICAL FOOTING - SEE I/5T2
shown atop Found'ation 1/4" GAP BETWEEN 5WEATPINCs 4 CONCRETE y- FOOTING a CHASE TYPICAL FOUNDATION
4 LOCATION AS REQ1D TO FOR 5IZE/REINFORCEMENr k
%
7/0 W,
PROVIDE PROPER
4
beta i Is For clarit� W006 FOOTING DEPTH.
\-5TUCCO STOP G RA ED) ...........
other structura I
cmu/ Icp or NN'� LIGPT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEPEN UTILITY GI-4AC:?E UTILITY CI-4,46rz
BLOCK VOIDS AND/OfR PONEYCOME35
VENEER 4 FOUNDATION
WALL W/MORTAR OR
vertica I construct ion
GROUT, FILL SOLID FROM
FOOTING To UNDERSOE OF FLAN FOUND,
acceptable see STI For FL-A51-IING
STUCCO DETAIL E3RIC< DETAIL 5PEET
MONOLITHIC FOUNDATION E;)ETAIL5 5TEM WALL FOUNDATION
THE5E DETAII-5 ARE INTERCHANGE45LE WITH THE THE5E DETAILS ARE INTERC:P4NGEAf5LE WITH THE
6TUCCO AC)DENDUM 5RICK ADDENDUM STEM WALL& FOUNDATION DETAILS. MONOLITHIC FOUNDATION EDET,411-5 E) T 2
OF &HEE=T5
SLOPE
GRA E
I F
i I U, f
ON
r-1-EA
5 ND
A
HE
1 731 rf,N-�H��'I'1511`77111<�,1-11
MLIAL ILAbHING VENTS
AND CAULK ALL 2x4 COLLAR TIES
AROUND TYPICAL.— 0( 8'-0". A.F.F. STANDING SEAN
MATCH METAL ROOF
EXISTING SEAMS 0 1'-0" STANDRIG SEA).1 ROOF VENTS STANDING qSAM
METAL ROOF TYP METAL ROOF ROOF VBI IS,,_!
SEAMS 0 V-0, O.0 SEA)js 6 I'-o* D.C. Typ.
FIXED ...........
EXISTING EXISTING 0)311 x 10
NEW I i I EXISTING
I Q, FIXED
HEADER 1.10fif .I
E)OSTING 'T US714
23 x
-7 2' X jP x
2'. X J,
1_k'41 *1 , [bxzp 1
H.
i 7 D,H, 61 Ji D.H.
U U 30 X 6P 30 X i 1: 3" X e 30 X 0 1 ;RE4 '(RENC
FIXED FRE11CH FR�NCH FIXED �1� �:I FRENC I TFUlICII!
FX]ISTNG ---1 7-7. owt� MR j i7-: . :
REMOV&/ L
INFILL FRENCH DOOR D06R FRENDI VERTICAL WOOD
:P D",
EXIST. I DOCR
EXIST. DOOR VERTIC)IL WOOD SIDING W/ 4- PROFILE
EXISTING EXISTING Typ.
WALL I I - - EXISTING SIDING W/ 4- PROFILE
BEYOND VERTICAL WOOD TYR
BEYOND
NEW BAL
....... SIDING W/ 4
PROFILE TYP Nfly
GALVANIZED
METAL TRELU5- —3/4' GALWANIZED
3/4' GALVANIZED STEEL PIPE RAILRIG
EXISTING EXISTING
SfEEL PIPE RAILING--- EXISTING OPEN
HORIZOUTAL WOOD SIDI N(1
8;(18 OVERHEAD GARAGE DOOR PROFILE
W/ 6
TREA FED WOOD trKINEW TREATE WOOD DE�K,
XISTIPIG
;�77TREATED
�VOD POSTS
A-
DECK
3/4- GALVANIZED G J EXISTIN5
SIEEL PIPE RAILIN
EXISTING,
EXISTING
EXISTING EXISTING
"'*�__HORIZONTAL WOOD SIDING -7 E�A 8"F L NAT101\1 8 WEST ELEVATION
IN/ 6- PROFILE 5G,4LE; I/O' = I'-0"
4x4 TREATED
EXISTING TREATED WOOD POSTS 'TREATED EXISTING TRE AT[-_D E XI S TI N C
WOOD DE�K VIOODI DECK
WOOD DECK
4TH STREET
4 9 9
OECHOA CNIVALK 6 IN]ORT11 EL . VA-1-10N
Al SCA[-E: i 1/4' = 1'-0' SCALE-, 1/4' = I'-0
A-1
EXISTING WOOD
FENCE
8' 3'-0' 1' -10' 3'-0' 31-01 3`0' 1`10' 3`0' 8'
EXISTING P ALM
(2) 2 X 10 TREES
DECK
ALL FOOFINGS SHALL BEAR
ON A MIN, 3,000 P.S.I. VERIFY ALL EXISTING (D ABOVE
BEARING CAPACITY PRO�JDE 12%12% 2'-0" COVERED WOOD DECK CUNDITIONS PRIOR TO ANY
MATERIAL. DEEP PIER FTG. (4" AE30VE WORK
GRADE) W1 SIMPSON POST
< C5
SEAf TYPICAL AT ALL POST NEW CONC.---
---S tD X '&P PENDANT DRIVE
CD Y (D
U 0 23,--o,
7;c Lj
STANDING SEAM METAL IN CD
ROOF INSTALL PER \
MANUF, RECOMMENDATIONS.
0)
23'-0"
E�: RELOCATE
1121" CDX PLY\A/[][]D 2X4 ROOF RAFTERS
@16' O-C, 26x68 3Ox68 3068 5 EXISTING
BENCH IND DOOR FRENCH DOOR �_D FRENCH DOOR C)
12 4 X 4 STEEL ?,--1, -1 P ALM J
2X6 CEILING JOISTS GFI AT 24" C0
4 OR TUBE COLUMN TREES CU
MAINTAIN MATCH (216' O.C. EACH END AFF. W1
2" VENT (TYP.)
EXIST SHELF WALL CD
SIPACF BELOW CATHEDRAL
EXISTING
BATT INSULATION ROD & SHELF CEILING Ar
@ CEILING LAJ V-4" THICKENEU 5' THK CONC. Typ. ___J�_ f DOOR AREA —/ 0i CONC.
0
EDGE (TYP), SLAB W1Gx6 DRIVE
CO -rOR Y
10/10 'tNF ON X NEW 2 s
VAPOR BARRIER
F- LJ ADDITION
FOIL FACED V) SLOPE i/8"/rF LCL'OSE�
><
GYPSUM BPARD FAN NTH LIGH T C)
CD V) MIRROR
PREFIN, " i I I D ,D
I 2x FASCIA �D
METAL M 21-ON 91-04
!6" DEEP
NEW (2) CAR (Ij
GUTTER LJ d MICROLANI BEAM OPEN
LLJ GARAGE 'F AN W1
DECK CD
EXT,GYP,13D,(2 LAY. TYPE 'X') LIGHT CD DECK
I I
Cu
c,0
R-19 BATT INSULATION TYP. BEDROOM ABOVE
(5)
PERFORATED
S'OFF I T I Ld G,F I SHELF 0
> TYVEK INFILTRATION PAPER 0
r10 0 NEW WOOD
�D 0
WOOD SIDING (4' EXPOSURE SEE ELEV..) X M I I
6,_ 10" A_ u DECK
HIGH BATHI Uj
TYPE 'X' GYP,BD, PAINTED Lf)
WAILI. NEW WOOD
2x4 STUDS @16'O.C, (3) 2X4 EACH _"Iw 25
END DECK
6 MIL VAPOR BARRfER Nr
6' CURB (2) STEP
PROVIDE SOUND
UP 6" EA_ INSULATION
THESE WALLS
T GFI S H, MFCH_ SH,AFT
3/4' HARDWOOD FLR'G
L
IG
(3) 2X10 FLITCH 2N,
t'(2) 2XI110 _0 L_\_
0
BM. r-CD I i� (�D c-)
T&G PLYWOOD I \ "" 400 F
2XIO TRUSS JOISTS P16' IL-J.0 30 x 8d DO(A TRELLIS x (-�Ico -1-I N G 2 STORY
NOOD UD CO EXIS
BLOCK ALL BEARING POINTS ABOVE S TE 1-1 S C�j I
TI_1B I �,j RESIDENCE
LLJ CD
0 1 C)
2x4 916'11.C, z EXISTING
2 X 8016%).0
z COVERED 6' CD
FLOOR jolsi_ A� WALK PROVIDE 12%12% 2'- 0" WOOD
Lij AREA CIO
> DEEP PIER FTC. (4" ABOVE 1'--2 FENCE
X OF I GRADE) W/ SIMPSON PO
BRACING AT ST 1-0
LE' f-IN DIAGONAL L�EAI TYPICAL AT ALL POSTS 9
0
'ORNERS
ALL C EACH DIRECTION
0
0' City of Atlantic Beach
tanning and Zoning Department
CAULK TYPICAL ><
I vem"eemno*rIes W11%wwMeek1ft
ry) Q411of 10';R�
NEW WO)OD
NEW WOOD
DECK Ln A -"51
4 X 4 COLUMN
p approva fbr the Issuance of permits. Compliance
DECK ni iegulations, but does riot coiistitute
J1 ------
E 5' CONC, SLAB SLOPE EA( FND Ith Florida Building Code and aft other applicable
1/8' PER FT, TO 0' (5) WD ROOF
local, State and Foderal permitting requirements
ci- BELOW
[]V�RHEAD DOOR OPENING 01 SHELF _pivat be verified by Wnature of City of Atlantic
0
�IT-
_'Fr- -_I) 1�1' Beach Building al prior Issuance of-a
L Building PermIL
6 MIL VAPUR BARRIER
ON 6' COMPACTED EXIS I- NEW 2 X 10 HEADER AT Approved Dr. mmu It Director
GRANULAR FILL " OPENING—PRO\ADF ALL NEC. Dove opmen
Uj Da!*-
U SINK al
U)ICO � z TEMPORARY SHORING AND BRACING
Lj
L, SHADED Wl"�[ I-S INFILL EXIST. OPENING AS NECESSARY-
8'TFIK CONC. FOUND, WALL 0
z ' '1`0
ARE EXISTING
F- EXIS-1. ST�JDY EXIST. DEN 3`11
16' W X 12' DEEP C1JNC. U) EXISTING Vo R T_H
X REMAIN ( TY1").) kECENk
FOOTINC) \V/ #5) B;�RS
HDROOM
EXIST. [IL AN FEB 2 (50 6�1010
DETAILS NOT SHOWN ARE SIMILAR
IN CHARACTER TO TmSE SHOWN I'-on
Cky o f A i n t i cc, ��ea r
Building and Zoning
0 P DN
fl
f 10
Al 5C,,41_F- N-1`5 12/30/0'1
ISSUED
D11,10i I
0
-L.0 "A `-)LAN 2 E 01 - IND F-L.0 ' 11-1 P", LAN �1M1DDLE:T _' !'\' i AD '
1; 0
S C, 01 SHEET No.
T".
D
C,
R�
A Al 332 3_11::�EET
4TL /-\NT1G F-3CH, FL .32233 OF 1 SHEETS