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SPECMICATIONS: (cmtinued) CODES & DESIGN STANDARDS: DESIGN U
he clien t and each nmterial and/or OTHERFRAMING Florida Building Code 2007(as apocable) ROOFS
)0r an materials�hall only be Florida Building Code-Residential 2007 LIVE LOAE
ttions&-picted herei%,as well as a 1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. ASCE 7-05 DEAD LOA
NDS-05 DEAD LOA
2.All engineered wood beams shall be Trus Joist/1-LeveltWeyerhaeuser brand Miciollarn LVL 1.9E,or equikyalent,except as noted otherwise,and shall be installed in TPI 1-02,BCSI-06 DURATI
Sections 1603�hrou ACI 318-05 FLOORS
.*h 1607, 1609 accordance with the manufacturees sponfications,instructions and directions.
ients),43 1.1.3 8114 JR301.2.1.4 WFCM-01 LIVE LOAL
0"
111 nly iding the nMessary 3.All engineered wood posts or columns shall be Trus Joist/I-Level/Weyerhaeuser brand TimberStrand LSL 11.3E or Parallarn PSL 1.8E solid membeM as Specified,or
y analvsis. DEAD LOA
requir-ments as oulffined in the' equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineWed wood may not be built-up or pieced together to forin DURATIOIS
Dtural n iture. Addi�ip�y,the the specified dimensions-,they must be solid,one-piece members. Post or columns specified within these cotostruction documents as dimensional/solid-sawn members- DESIGN CMTEPJA: CEILINGSIAT
wood y-oducts desi i.e.4x4,4x6,6x6,etc. -may be replacel by a similar-sized(e.g. a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)dngineered wood post without additional analysis or
ite(me]xhng dra (except EWP documentation required by the engineer. LIVE LOAE
IrZ),etc. And, BUILDING TYPE ENCLOSED LIVE LOAIE
iay;moisture BASIC WIND SPEED 120 mph(3 me. gust) DEAD LOA
f
I to egriss an( e
ie engin=r further wmrrants that the 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified Willthin these engineered documents shall be as Specified by EXPSOUIRE CATEGORY C WIND
med sec tions of the%ode and makes the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified antO glue Or other adhesives shafi not be used in place ofnails BUILDING CATEGORY II LOADING
ithin th(se documet*g that address or screws. IMPORTANCE FACTOR 1.00 DURATI
cope of work and ShWI be INTERNAL PRESSURE Coef. +0.18/-0.18 SIESMIC
gn,account for or ot4wwise verify as 5.All engineered components�including roof trusses,floor trusses,Ijoist,etc.,shall be installed in accordanse with the manufactwer's specifications,instructions and
directions.
'Irequired except when specifically identified as such).
.sist flo)ding or the 4mociated effects 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSIJPS2(Structural I rated sheathing NOT
heath ng ma either OSB or plywo4A unless specified as one or the other on the framing plans and/or ddoils. All panel edges of wall Sheathing shall be solidly
-etively-to establish the minimum S loc e i y cod t than 16"ole.
,in be ' at an elevation less than b k d Use c�fpty clips"or similar edge support is required at unsupported panel edges of roof sheathing/7/16"thick when supports.are spa a "Ply Clips"
Imminit�engm' een'n*and approved Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32"thick when supporting tife roofs. Se
)r other vise identifh6d as a flood zone or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panell-,thickness,for improved aesthetics. Roof and wall
is flood wries. sheathing shall not be less than 7/16"thick. Floor sheathing sluill not be-Tess than 23/32"thick,with all panell.edges supported(tonre&grove or blocked). Some
design loads require thicker panels,see sheathing specifications for specific minimum panel thicknesses,reqpmd span ratings and astening infmination.
rr rules,etc.,*farenced
ions c witlift the design(s) 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(www.!eqjyood orR)recommends the use of either 15/32"thick,32/16 span-rated
any por ion of these vznginecring sheathing(Exposure 1,PSI/PS2) or 7/16"thick,24/16 span-rated Structural I rated sheathing wilen the sheadbing is installed w-it a vertical orientation(Ion$axis
y fashion without adtdiflonal fee to parallel to the studs)on the wall(iie Tochnical Bulletin TB-202 for additional Wo-imation). The discretion tw enforce the aforementioned recommendation is at the sole
additio ial fees due tto the engineer discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementionedIxecommendation unless you have FIRST verified the
�sion,c(rmetion or ulpdate to the suitability of the nonconforming materials with the Building Official having jurisdiction over the project. FaiOure to do so May result in the need to significantly enhance
the construction of the exterior walls.
8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordan4W with the manufacturees specifications,instructions and
.picted I lerein may DR4 be used to
Dn speci fied herein. directions. Alternates to the specifiedSmpson connectors may be used,provided that the alternate connectop meet or exceed the specifications of the connector(s)
specified and have appropriate product approval and installation instructions and directions.
co tion if a coWffict is present. FOUNDATIONS,CONCRETE&MASONRY
04 �e= standards,rewrimunded.soil design
Lation sk all be repor4d to the 1. The foundation design(s)depicted within these engineering documents has been completed in accordance th their p
repancies be discovqftd during parameters and accepted engineering design procedures and is based upon the best information available at dW 6 1 reparation. The design(s)depicted herein
istare intended to minimi e differential movement resulting from the heaving of expansive soils and/or settli*of subsurface soils. It must be recognizedthat the
foundation components will experience movement throughout the useable life of the structure. Subsequent ownien and/or occupants of the structure shall be apprised of 0 0
0
lude dit iensions,opqnmg locations the soil conditions present and be advi9A to maintain good practice in the future with respect to surface and§ubsurface drainage,maintenance,theemstruction of 0 0 0
)curacy of the replic4W information partitions above floor slabs,finish work on or above the floor slab and the locating or constrticting of secondWy elements near the structure that could affect firture 0 0 1-295
performance. 0
0
0
comPor ents,clemel*s or systems 2. The foundation dcsign(s)depicted within these engineering documents has/have been prepared based on aiffelatively flat.well drained building site featuring
exclusively non-expansive soil with an dlowable soil bearing capacity of not less than 2,000#/sf and a desigfii lateral load(at4est pressum)of60#(:sfperfbot ofdepth 0 0 0
with a level back slope. Should site conditionsbe adverse to-or otherwise inconsistent with the aforementi6fWd ParametcM Gonstructionoiallcease immediately and 0
the engineer shall be promptly notifiedof the conditions and no further construction shall occur until the enggpoer has provided additional dhwhon. 0 0 0
'elevan4n !0;4there wan 0
me s I=M iteU
c
e h ide suff 0 0 0
3.Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to proWi icient strength and have been anchored to the floor 0
0 0 0
system above or otherwise properly brai;cd or shored to prevent damage to the wall.
of headers,beam,'columns,posts,
iture that may be sh�jwn on the 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to adhieve the required minimum 2,000AVsfsW bearing 0
capacity. In the absence of a geotechnii-,al engincer's report,the site and soil shall be prepared to the satisfactOw Of the Building Official. 0
.-in may be exogode4,or enhanc4
igineer-
5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as iridlicated and substantially centpW beneath the associated
ewed or Id understo,4 before using column or wall,unless indicated otherwise. 0 C�_
plete and legible doi;�uments before 0
Steps,jogs and elevation 0
6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performaince. While the location of t�)Se
changes indicated or otherwise known tD the engineer have been depicted within thew engineering documen0s,it is understood that some of thew items may change 0 0
0 0
of the 401horities having durmg actual couptn*tion. The design(s)depicted hervin can only address the proper foundation configuration as specifically depicted bpein and could require
forth%muma, I analydiii,and effort shotW field revisions mmit 0 U
WS,rul *,4 0 0
mpletion of the strtictural 0
7.Exti-eme care should be used throughout the construction process to preAtrit the movement of retaining Ss unth
ed,*hey have been e ;-Z"ent's'
le or system. It is the sole responsibility of the contractor(s)and labor contributors executing the design
n n
tb*designee(s)- (s)depict4 withi th se engi 0 0 0
'ble for the the walls throughout the construction process to maintain the integrity of the design(s). Z
tbr.or Of 'W CILAAY
rise for any pu*ose,until such 8. The building site shall be cleared of Ell top soil and organic matter beneath the planned structure location, ,ps well as for an additional five I,,t*- t orm,.�I,,�
Lfe, perimeter thereof Unless otherwise mc1icated,all footings and flat concrete shall bear upon non-organic,untdisturbed soils compacted to't dio0ity ofnot less than 95%
and,in coMpliance with all &elo th bottom th sl ;Or upon ean
documeof& of Modified Proctor Maximum Dry Der[sity(ASTM D1557)for a depth of not less than two feet(24 inches) w e of e fboOg ab cl
GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed&top non-orgamcvndisturbed�sn&(yath the compaction
mients detcnnineAhe proper thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compact&O to a density of not less than 9$0/o of Modified Proctor
gns,as 89 inSUft the soundness Maximum Dxy Density(ASTM D1557). These mmiftnum specifications maybe exceeded or superseded by dfithers gootechnical engineering report!pecific to the
X the c(atr8009(s)ftd labor building site or at the direction of the Bailding Official,as deemed necessary to achieve the minimum requirad(2,000#/sf)soil bearing capacity,but in no case shall the
xnstruc tion proce% site be prepared to a lesser degree than 1hat which is outlined herein.
inritiI such time
ing shoA m througho�*these 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"n0minal thickness in any instxL)apd.be placed atop
(minimum)I Omil polyethylene(visqueem)barrier installed in accordance with applicable codes and standard*. Slabs shall be reinforced with either 6x6 WI AxI.4 PROJECT LOCA110N
of the stIructure d9picted within VAVK lapped not less than 8"at edgesfends,in conformance with ASTM A-185,or Fiber-Mesh reinfmenAut shall be used with minimum 2'fiber length at a rate of I
exceed the allowab*live loads of lb.per cubic yard of concrete,complykg with ASTM C-I 116.
with the directiorimand instructions 10.Minimum compresive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at 28&y§. COMPONENT & CLADDING PRESS S(in PSO:
I I.Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel ooincrete with a minimum compressivestrength ofnot less WRO 12WC
than 3,000psi at 28 days. MCK <6(12 ROOFS(an vaues nagasive-i.e.T74hm
Mn.REM <20F zCNE 131 ZONE*2' ZONE"I* OW WRHANG
(along wilk tile associated AREA(m!SA) IM13" CC=r 0IN113RIOR NEGA
,si CORNERS ENMEDGE
ode,standards 12.Reinforcement shall be detailed in axordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shallbe as follows:
and es are a)Concrete cast against earth: 311 <10 -73.49 -4LO4 -25.43 -100C -62.17 -41"
ie 1 20 -6839 43.80 -24.59 -94-67�_ -62.17 .4
ed 09nd Mthetible effective b)Formed concrete exposed to earth or weather: 1 V2"
n I . c)Interior slabs,walls,etc.: 3/4 50 -61.04 1 -37.97 -23.46 28�0_5*_ -67-17 1 47.`
d and shall b�keturned to the -56.52 -33.91 .2761 -70.65—
e code,Iftandards and/or -a17
al issue 13.All reinforcement shall be conform lo ASTM A-615 and be grade 40(G40)unless indicated on the plans E@nd/or details as grade 60(060). AD longituIdind
(horizontal)reinforcing in walls and foctings sUl be continuous at/around comers and intersections,and/or patching corner bars shall bO use& All longitudinal Lr=Gr=Nr.>
(horizontal)reinfbrci�i&shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 aWO smaller reinforcing)and aft v*tical reinfbreing shall be
pffnio� 4ks such,extreme
and/or oftflicts, lapped at splic of 25".
WEADER/15EAM CAOLL-=
the intIer%It inability of the 1( 2AV-2 / 2K
"X
b
Vo�
31;
1 ro
e
to execution
'a=
ort NLPlBER OF:KWs-%TLjD9 EACj4 avE i
design require a&fional eff 14.ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detaililing and placing,PWing,�uriuII�and testing- be done
viding a&cm*services as in accordance with the requirements=I application of ACI 301 "Specifications for Structural Concrete."
a�d NuIDER OF: JACK-4Tuos r=Ac:w siot,
I EADER t14tATERiAL m wrp i
15.All masonry work shall be in accordance with ACI 5301ASCE 5/TMS 402 Masonry Building Code. SIZE Or
NUM15ER OF PLIES IN HEADER
M (bf the enocer. 16.Concrete masonry units shall be AS7rM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Orade N-1,normal weight:�kh a minimurn compressive
id�cas=dCMMMs contained, ALL EXTERIOR HEADER$ LNLE%G NOTED OTHE IAM
strength of 2,000psi(ft= 1,500psi)-
17.Mortar shall conform to ASTM C27)and be Type S. ALL INTERIOR HEADER5 LINLEft NOTED oTwEmw*E
dolt The CnPXW has used _40k, - SHEAR-WALL SEC411ENT - R TO twEET sn r-oR ADD
�20_9 T_ for dMITe.Offic site or 18. Grout,when specified,Shall conforni to ASTM C-476,with a minimum compressive strength of 3,000psikstt 28 days and mixed to ovide a slump of between 8"
1
I ,V&A%)eed maps and 11".
:Build*g Official*an verify the
aum==8 coustrumfion from theiri. 19.Pre-cast and/or pre-stressed lintels,manufactured.by CastCrete,shall be provided over all openings in CM#J walK unless sPecifie(lifferently on the drawings.
location irdommItiQ "Wo011 IN M-ACE OF A GAIANTITY OF:KIWI-STIWS IN A HEADER
*Wvided to him
Lintels shall be of adequate size,streng1h and reinfmement for the given span and loading conditions.
md/or wi posure. INDICATES THE SFSCFIE HEADER OR IBE4tM Ir, RAISED Agoy
20.Provide horizontal joint reinforcing in CMU walls at 16"o1c vertically conforming to ASTM A82 and AsqlM A167 Type 304. > INDICATE&DIRECTIONAL ORIENTA0rION Or- SMr_r.IED
STEEL
1.Steel elements shall be detailed,fabrioated and erected in accordance with AISC"Specification for the Des�gn,Fabrication and EAtion of SlImetural Steel
eced or pl&!!�40TL"')when Buildings,"9th edition. FRAMIWQ CKNNECTOR SCHEC)UL BRAtim-TO-F
ng sy 04 should not be 2. Structural steel shall be ASTM A36,except as noted below: CL"-,TIE PA6106ft R4
(Sehmids) be coo;kwus and a)Pipe ASTM A53,Type E or S,grade B or STIOP or
el
b)Tube ASTM A500 WA (5)ad MW Do
(0)*d
with cmfte or masomy 14)Od INM 00 (W)I" RACM
3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. W Wd x I-W PM 00 L
(22)Wd a
MM (14)Mal or Wd x I-W TarAL
ated an the pWs)ft&or table(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel an10 meet or exceed the ctcity of the corresponding ASTM WTOW (20)10d or(24.)Wd x 1-14*TOM 2x(22)iOd
Ing(2111b Js)larW Oft 2x6 shall be#2 A307,A36,SAE 1018 and Grade 2 bolts. LG12 W*d SIMMUM TO IWILIM, (W*d a
(14)*d 404CM TO R 4 PMT 2X(W 16d i
5.Hex nuts and couplerstcouplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A440)Or similar-shall be hovy hex ASTM A563 gradia DH. -165,-16-2 (2)Wd x I-Lal To MM,(10)TO rrMl 2X(0)*d TO
b:r the Wall, �ftcept walls that MOTAM 110)Wd WTAL — (N)*d ftkwo a".
MAW (4)Wd?MAL 2x(M)*d ft*we
CORROSION&DECAY RESISTANCE: MTA24 (10)104d WtAL MY44 X-S'MS
MGT31 (42)Wd TOTAL
2X(*))41#X A*am
dw dfickafts of the wall as
tt M&T48 (48)*d WTAL
thidmesm. a)The 1.All structural members of wood or strictural composite lumber either exposed to weather or in direct contakpt with the ground or soil- e.deck/balcony (20)44 X S'WO
t tr=J, Met" I"TMAI,
III may filrlled-o*%o,a thickness boards�ber,joists,posts,etc.-shall be pressure preservative treated to a level rated for the specific apphc*fi0n- 130rate-based ood"not be used astfor 2x(20A410 x V WO
am diff xat tlnck*ftm and the stIructural menil;ws exposed to weather or in direct contact with the ground unless specifically rated by the rutpufacturmArester and op bved as adequate for the C*W (30)Od or(26)Wd?MAL
610144,-6p,-8 fw MW X I-vr (24)41*x*SM
By,if n me of the One application. IN 04)Y44 x a-NMI DO
termine if an engintgred wood WAR= 3(*)Wd 11`01
2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservatOve UVMW to resist dmf�. 01114 (2)Od x t-VO TOTAL F_Wwd ,I Mal
AM nu ad x t-La--rarAL '*RAHNW and
3.All fasteners(nails,screws,etc.less tian V2"in diameter)in contact with pressure pre=vative treated woo4#shall be either hot-dippediL galvanized(I-M)or stainless MtA20 (1Z)ad X I-Lo.
- L 11)I=611POM AT
Steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials sholl be rated by the manufacturer for oompatibility with the WTA20 M)WAd x t-L-21 �2)ALL C44"1000
(16)*d 604QM TO 114M,
application and/or corrosive material. The exterior use of any material treated with a pressure preservative UWAtMent contidnirig ararrionta shall mxluire the exclusive use X)9=10121 HOLD
ne"or sr. At 6fte confined of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use of SS c4nnectorsand (1)V40#x 2-1/41 TM OCINVA To 100111 EXOT04"
MTGH* (1)Wd or UM x 1-141 TO 11446, OAMI=
mts or ons%ay include 'fasteners. (4)V40#x 24W TMIN SCOMM To HIAI 1
WTOM16 (W Wd or Wd x I-W TO 1"U",
M-typ cOnStrUc4b�and/or W V4*0 x 2-104"TM 60110516 To UALL
ion 4. Stainless steel(SS)and zinc-plated/gidvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not bLe combined. Use only SS fasteners with SS connectors.
herein%create his or W*1_166,_16-2 12)Wd x I-M.-ro M", "D A"NOU-6 armcwWo
rorm. with all apthcable laws, Use only zine-plated/galvanized fastene rs with zinc-plated/galvanized corinectors. 16)L444 x 2-1/4'TITIN SCFAM to WALL
FGTIQ (W IWO x 31 X*T0 MM, ;11� ON TI-116
(10144 x DI L PINPW now 016
5.Regular inspection and maintenance(of wood,wood-based and metal products used in structural applicatio&s and/or used in outdoor of other potentially corrosive (0)Wd TO I I-INNILIM a.SPACM
!ZrAMM6 pis
(4)V44-x 2-V4"TITEN TO MAGCNItY JV MMMAM 142'ED=P
a C)IST
environments or applications is essential for continued,long-term satisfactory performance. 12)MN"JM 41 ROM 01
V-10 1/2"
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'd EACW FLOOR
e 2xg, 02
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HA t-2 ))jMTS12's',*EAC44 TRA*-jTO 9
15� 1 11 Ed
UV 2-% jr L4212xa,H AILJV41111001�
WAY* REFER TO DETAIL I/ST�l J�IXR TO,P AIL I/ST
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to.
Ist FLOCIR ATRUCTURAL FLAN
--------------
I�,,l�ST2 f
WALL ANGHORA GE Lr
;Gr=N
Ju DIAMETEW FULL-LEWV�4 THREADED ROD ANo4om
W/&,, EMBEPMENT AND 2"',EDGE AT'F01UNDATION
AND 3,,x3mxI"a.SLOTTED UASHER (+FENDER
WASWER)Al�§`P UPPER-MOST TOP IE ASSEMBLY.
TO J" DIA)METER HY5FW THREA0ED ROD ASSEMBLY.
DIApETEFI@ AWWOR whiillm EMBEDMENT AND 2" EDGE
AT FOUNDAITRON,Uq J-to-j REDUCIWA COUPLIWx TO I"
DIAMETER K�ILL-WgIGHT TNREADED ROD W/2ux2";icj"
WASWER AT&%-UPPER-MOST TOP 12 ASSEMBLY.
oiAmETEF9 TWREADED'A00 ASSEM13LY w/ 41'
ET-IBEDMENIT INTO FOUNPATION AND WUPLH38 AS
REQ,D. 2u4f'xj" UA&4614 ATOP UPMR-MOST TOP It
ASSEMBLY.
SIW-sLE SYP 2)64 NQTE SECTION ASSUMED
2x4 SFIF 02 STUDS 02 VLL E (TYF�) C-ONTRACTOR/5UILDIWG
W o/c (TYF.) OFFICIAL TO VERIFY
FLOOR COMI=ATIBILITY WITH
SHEATHIMG FIREWALL REQUIREMENTS.
2x4 WPBON BOARP
T.
SEE Afir-HiFIREWALL
FLO6�R
DETAIL. FOR ADDITIONAL
MATERIAL AND TRue*/ TJI
CONSTRUiCTION DETAILS.
Dotj5L* Syr
2x4 02 fPP
2x4 SPF 02 STUDS e(Typ.))
)S
1,&,, 0/0 (TYP.)rA 2x4 5LOr_KIW-s PER
Aw_-HiTEc.TuW-AL
DETAILS.
TYF, FLOOR TFRU55 5EASING DETAL
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GRADE I MIN.DISTANCES 4' ' 1 STORY ARE 05 VERTICALS
DISTANCES 2411 Olr_
1.
CLEAN C4OMPACTED 2 STORY
El r = ... I I
SAND FILL
EMBEDDEP STRAPS (TrP.HORIZONTAL
RENFORCEMENTA (2) ADD CLEAN FILL AND
W10 BRICK MUST BE INS'rALLEO i (TYP.VERTICAL— REwFORcV1ENT,1 *4 0010-6
CORIsElft 4 410'010 THEREAFTER- 01i WI.1(MWII)LOMPITUDINAL Air 12" (MAX.)LIFTS.
SLOPE OF I ADDITIONAL PIECE OF: *4 WIRES SpAr
ALL DOWELS 19,7TOP 4 BOTTOM,EMOM 'ED * 16H i so
E!g 3 RE5AR MR SIMPSON mrmmum&,, iNT& FoMmx /121 NTO SLAIS PROVIDE 140MZONTAL
W1 INSTR!UCTIOKS.so TF-1111 (GROUT ALL CI&LO SMID) REIW,0RCEMENT WIT14IN Iii I F
MAX. STEMWALL HEIGHT: (5) OF TOP AND BOTTOM OF
all COURSE&FOR WALLS > I ST0111i
W10 511 an 006 WV(2 Oft(2)15 CCi Kww-ulw�T%CONT.CM(2)#4 MASONRY STEM WALL. 61
UV 8MCK 20"VADE(WLLOM LWii V(2)%OR(3)44 (5)a" COURSES HIGH USE 'Wo eIii i CONT.OR(3)-4 +
W/ali I I I— I 1—-1 1
2 STQW DETAIL IA/ST2 OR IS/ST2 2 STOW 1W(2)%11 OR(3)04 S' CMj GROUT ALL CELLS 45 WORIZ.NEAR MID-WEIi
W10 9MCK *'WOE W1 f2)1b 00INT.OR(3)44 DEPEND NG ON WALL WE IG44 I. w10 mam 10. MAi(10)COURSES.
IAV IMCK 24"OM(wwom LEDGE)UY(3)%OR(4)04 LIM 9MCK LW(3)15 COW.OR(4)44 L SOL
TYPICAL FOUND ADD CLEAN FILL AND
T%jjj*QAL EQjkQATlQN Q NOT TO COMPACT IN r2" i LIFTS.
NOT To SCALE
sid AIiii pi;SEE DETp1AIL BELOW
EMBEDDED WE STI FOR VERTICAL WALL 024NECTIM
STRAPS MUST ME
INSTALLED i
51/2 5 1/211 WIDE CONC.SILL TOPAT MAIN s MAX.2 COURSES SEE 6TI ti VERTICAL
SLA5 LEVEL.TOP-TO-GARArmE FLOOR ABOVE SLAB LEVEL. WALL r
ADDITIONAL O1411%!ECTIM
PIECE OF 04 vARIEbt MAX 1 1/21, (WEIGHTO EXCEEDIWs (I)i COW IN SOLID OPNOUTED
REBAR MR WIDTH BY MORE THAN 2" RE,2
SIMPSON ADDITIONAL ANALYSIS) T1--TI-1 1
INSTRUCTIONS. TyFi SLA5
411 C4NC SLA5 W/i6ixiliii Wif
OVER ro MIL VAPOR BARRIER OVER TYP.VERT.
C, CLEAN,WELL wMpAii TREATED FILL
REINF, WiV IMCK COW.
UY 01111 201 W i OR ii CCW.
3 SLOPE 01111—
GRADE 5. FOOTIWS - SEE t/ST2 FOR
COW.
SIM/FIVNPORCEMENT UW mi 2AVxW IAV(3)P4 OR(2)N3 C41i
lu CLEAN CCIMPACTED W1 9111111 24*Ai IILV f4)R4 OR(3)93
2�It ra $AND FILL
9 %L*
a- IEE
TYPICAL FOUNDATION
CoLgfift STEM WALL EQW�QATII
--I I I N
FOR STEM WALLS WITH 6<10 COURSE$
PIN.DIST��r�-]
EQ&kQATION AT "SAW. FOUNDATION AT Q*�_ �
IVT to SCALE W?TO Si
OVERLAP SLA5 RECESS SILAS 3/411 FOR SLOPE 3/4" X 12
It/2" Twwswi - ExFi JOINT I AT GARAi DOOR 4#
DEPTH . #TUD -s 1 1/4" — 0
OUTSIDE FACE OF BLOCK? CL
F .. . 040, CAONC SLAD W1&X6XkV/IV WILF T
RECESS SLA15 3/411 FOR_01iii OVER& MIL VAPOR 5ARRIER OVER
411 CONC SLAj5 W/ji)A0 ULF: cLEAN,WELL COMPACTED,TREATED FILL SAd
OVER& MIL VAPOR BARRIER OVER Tyr.fi
CLEAN, LL COMPACTED,TREArED FILL is U
- ------- k5 I I NEI I I
fl I I
BARICER
Fi FOOTING A.�SE &MIL VAPOR
FOR
I I I
SIZE EMEW
CLEAN COMPACTED �E I_—I I I IM I I RM I I 1=
I
Ea I I R_��d I I k
SAND FILL -i COW.
12
TYPICAL FOUNDATION
Mom Dow mm
77
�7
FOUNDATION AT SGD FOLtOATION ATACIa
NOT TO GCAI
NOT TO ISCAI
41, OONC SLAB w/&x6XIVAV W1F
HOLD WDR.15LK OVER I& MIL VAPOR 15AFMER OVER
TO OUTSIDE CLEM,WELL C4"PACTED,TRE TE FILL
TYPi
VARIES
40 C40NC SLAB W1&xrpxIVA0 WLLF HIM 1=
MIL VAPOR 5ARRIER
CNIM& MtL IV APOR BARRIER CIVER
CLEAN,UqU COMPACTED,TREATED PILL
CONf. �Wlr"'�77 1=1 I I F EI I I 1�
A I I WE I I KI I I I
TYPICAL FOOTM ME I/ST2
'j F�j I
F�'_MIREIIII =1111
��A I I M1 I I I
'I STOR'
TYPICAL FOUNDATION ji—I I it
2011
T2 STO
TURNIM OCUN ECX&'E LQAQ
NMWWA % Am TO 400"
FOUbMATION AT 20OR SILL FOLWATION ATJ290&A"
WT TO SCAII
HIM TO SCALE
HEADER 5LOCK OR
FOi 4 CAST 0 d4in COW-- SLAB W/(P>
STEP DOWN
)1119, MIL VAPOR
(I)i x 2'-V- OVtR QiLEAN,WELL COMPA
11101EATED R LL
8"1 CHASE K, VARIES
A5
Cii 51
WALL. P. SL VARIES
SLOPE
CA;ZOUT SOILID GRADE T Si
AROUND Pi AIM E-1 I
ICAL FOOTM
AROUND Pf=E
CLEAN COMPACTED SEE I/ST2
0 0 EE1 _djjI SIZE/
SAND FILL 1111-
gg I— REWTORCEMENT
%L F00i SEE VST2
w MIN. - DEEPEN
FOR SIZEVREtFORCEI"'IENT ,
C44AGE TYPICAL FOUNI:>ATION
L ATION AS 1i TO
Or,
PROVIDE PRIOPER
FOOTING DEPTH.
WT TO 0
(MY BE
FQLNQAT LQAQ BE-ARM WEP
f42&CATioN wl uTILITY NOT TO 6" Not To 6C.&K
Wr To SCALE
ST-4Q40ARD FOUNI
'ON PETAI
MONOLIT141C FICUNPATION PETAILS STFEM WALL FCkkiiii&
F:i
rETAILS ARE INTEF�yWW43EADLE ITH THE jda&h2a Not&.-Ujood vertical construction shii atop Founii
THESE DETAILS ARE INTERCHANGEA15LE UT14 T�4E TWESE 0
ETAIL.S. MONOLITHic J=OUNC>A1`I1P4 1DETAI acceptable see 5TI for specifics.
STEM WALLS FOUNDATION 0
TYPICAL FOUNDATION (2)04 DOWELS,PER TYPICAL
FitION DETAIL,CAST INTO,
Pi FOOTM OR EPDXIEP W/tAK
EMBIEDMENT,CENTER 141" IN
TYPICAL FOUNDATION FTN'i PADS 3611x�" L
USE (3)S DOWELS.
SLOPE
CONT.
GRADE Ai EM_ RE-BAR
TYPICAL Foi
QtADE 6.Fill I,,
VIA I I I SLOPE
1111— -_ vo SLOPE
All GRADE RE5AR
LEAN
jjj�' 1 1-11 GRADE
L
J),
CONT
is A 4. SEE ISTRUMIRAL L--------- 7a
L '--PLANS FOR PAD
Foi SIZE, am STRUCTURAL
PLANS FOR PAD
LOCATION 4 45
Q I FOOTIN13S SIZE,
REBAR Spi STRUC IN
1�7�SASE L LOCATION 4
ANS
MR STRUCIURAL PLAN V RESAR OPEC'&
'LOCATION JDAD
r-ACE AE :RESAR TLN'tAL PLAN
>ETAL Fi BASE :OMPA
PER STRucTUtRAL PLAN SAND FILL
PAD BA6
/fM
IN
ff]Ws FOR ji SLAB EMW FOR UIALJ- PER STRUCTURA
wr TO a" NM To SCALE VIEW
Now .....no�
Beaches
WHabitat for liumanit
71 FRANCIS AVENUE
7LANTIC BEACH , FL 32233
iONE: (904) 241 -1222
X: (904) 241 -4310
IMARY
JAL COUNTY
)RE COMPLIES WITH THE REQUIREMENTS
30DENTIAL DISTRICTS, INCLUDING MAXIMUM
111_� -Jilin ,
35
! 2 s ORY 3 im
$ INtLE.. FAMI� LY H''ou
�44 422 DUTTON ISLAND ROAD WEST
�_e- 167 EDITION
3.7 EDITION JKLANTIC BEACH, FLORIDA 32233
Iva
0
UVAL COUNTY
DITION
EDITION
D
.:QITION
A
"ww
w I N,, '�
4AL
AJL � TITLE SHEET , DRAWING 11'
:RAME)
A�;2 FOUNDATION PLAN
A3 FIRST FLOOR PLAN
A4 SECOND FLOOR PLAN
PLAN
A6� L�
RIGHT SIDE AND FRONT E
A7m LEFT SIDE AND REAR ELE
A8� SEPARATION , WALL SECTI
EXTERIOR WALL SECT.101�
A10 FIRST FLOOR ELECTRIC '
All - SECOND FLOOR ELECT4,
ME SOLD AS "FEE SIMPLE" UNITS. BUILDING
REMENTS SET FORTH IN FBC 2004 704.4
2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODJEL ENTRY R
Z RECESS IN 40) -Opp
4 DISTANCE
20f-Op$ 20'-0`
SLAB @
21-Opf 8 P-010 lot-Opp i ot-ops
-# 8'-Opp
15'-1 3p-6)p 3 0-6" 1 F5,-1
-701
r-- - - - - - -
co LL
0 .I I A/C OL A/C
I CL COMP c COMP
- I - B
0 H
JT V. 10 T
cn
�A
s % 1j% I I_, 00% A
1% /Z
- - - -- - - - - - - - - - - - - - 7 F- - - - - - - - - - -- -
N ASSUMED
2,500 PSF. IIT
NSIBILITY TO
,'TORILY SUSTA111IN 0 PROVIDE PVC
�AHU
.,CONDUIT TQ��` PVC
AS REQ
00 qUIRED 'ON
0 , Q-V)IT TO AHU
6 10/10 WWM AS'MURED
TE SLAB OVER
)VER CLEAN,
(TYPICAL)
)AD BEARING
)RAWINGS AND
:ATIONS. (SEE SLOPE
I -L 4"
OWWON
A R Y S)k T
SITE
IC�A�Wl fftmmwm�'
00
00
PRIOR TO
AENTS. VERIFY(
TRUSS
THIS PROJECTr..
- - - - - - - - - - - - - - - -j I - - - - - - - - - - - - - - - - - -- -
HB HB
0 0
LL- - - - - --- - - -
01 101-69p
31 -7
200-Opp 20f-O$p
400 -Otp
CL
SEPARATION WALL
It
PLAN
FOUNDATION,
1 /4
A B
T T
2 Sff�ORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT
40P -01)
201-010 20p-Orp
2" 2"
- 2 10)
5P-Opf lo'-04" 4'-92 F_4' 91 1 0'-C� 5'-0 P)
J
20-5)) -5pp ILI
DATIO ILI L,2' 111. PATIO
.........I,
A/C
0 00)
COMP 00
H B (c)
0
C S
30 0 Sm SH-,
%
_104 000 000
(3)SH (3)SH
0 N : t= 0#40 04
0 A-9 11 *:-- 11 zc : I
2 V06 8 2068 -
T 7
0 D
I
0
0 T: - — 0 0 —C�04
K V) C!�q KITCHEN 0 0 KITCHEN
3: 0,1 DINING -IROOM I X 2: 8' CLNG D111NING ROOM
) Ln 8' CLAP 'co 8' CLNG Iliol "00 8' CLNG
,o) 0 )p VINYL I VINYL
(n 6 -62 uj q iol Lj 6'-6�11 L. 6)-42"'
Ld 6 4� 4*-Opp 2)-1 1 2)-1 1 Pl 4)-Otp
LLJ AIR EXCHAq(l;
IIR EXCHANGE
—104
Ln ..2Tx=.' RO
00 REF [11 REF 00
%
-c,4 _j '04 STORAGE
STOF A H AH
8' a4NG CHC OHC
2'-8 L — 8' CLNG
2 3 �81 3f-8j)
'o 2868
2868 -- - WH WH 2868
28768 -
c
04
C14 r
20 x2o kQ
�104 —K4
I r- - --I r, __4� 0
—104 DER
04 r -UP A-9 POWDEH
t4) —104 1 81 8' CLNG
VIwYL VINYL
f
3068� /3068
%
:3
7
R S 42"H HALF 42"H HALF 40-1 p
R&E
—104 WALL W1 CAP WALL W CA
B
PR /�B
7,
in
20f
0 4"' 4'-
UATION. 00) 5'-2�1 5'-21" p 3 -
2 40-0p) -4"
0 4'-3"
3
c"J
I JAMS U) 0
V)
uj LIVING ROOM LIVING ROOM
0) 0
8' CLNG 8' CLNG
ool 00
43EAD BEMIEEN 0) 4011 0
0
0
kAND
W FLANGE I �J 2xb WALL I I a Nk 1 7- 2x6 ALL
% 1%
ui LI
ui �HB 305" SH *.1 305 SH H 13� Lli
>
sr W-V " o I- EGRESS WINDOW EGRESS WINDOW o
C14
--------------- -------------------------------------------------------- ------
% ------ --- '%�
<
ui
BEA10- ABOVE IT -----@FEAM ABOVE
------------ ------------ --------�__
LINE OF i op-opp 2to 2)) 10,-=fop'
CANTILEVERED
4J-1 0" lo'-o" 1p
VI EW: 2ND FLOOR 5'-O)p i op-opp 4'-10 7_� 50 ,
HM OF WINDOW 20p-0" IT 1 20P-010 q
J
40 0"
CL
SEPARATION WALL
OFIRST FLOOR P LAN
1 /4
A B
Lo 2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM NfODEL ENTRY
J
40* -Otp
77 201-OfO 11) .1.1 20',oll
61-7�" 13'-22 2)) 2)0 13'-22"'
15 A 4'-92 4'-9' ol
2
A-8
EGRESS WINDOW EGRESS WINDOW
405 SH 405� SH
MF %%
STO RY 2868 a
2868
8' CL V-8" MASTER MASTER Ll '-8
0 BEDROOM BEDROOM
D' ECTION
8
0) 8' CLNG 8' CLNG
RVA VAC
ALIGN
WALL
WITH
WINDOW uk,
FRAMING 5'-61$0 3'-74" 3'-71 5)-6i"
2 2 2
L4
[10
00 ------- 00
L
to
0 0
0 BATH
C14
'o 8' CLNG
7, 9
co
E=3
< VINYL 15 14 13 12 11 10 11 a lo 11 12 1� 14 1
,TIONS 42*H
KALF 42-H
74 CN*--- WALL FIALF D
xp I WALL
W/ W/
DITIONER, CAP 30E
'INISHED
_,PLOOR 3'-4"
156SR-UNIT
5
a
V
r41)
tr) LA
cl 2 3 4 5 1; 7 6 3 cl 81
MtT VINYL V
< k
Lo 00 00
�V) R& R&S
F
N x U-)
0 8 0 3�68
1 0
6 4068
R&S
CABINET
N 8
kD CABS
L 4'-8" 4 4'-94" 2'-
2 22Y2 X 3 6 3'-0" F'_02
ROD and SHEILF ATTIC ACCESS J.
RATOR —KN
)ETECTOR
GLASS DOOR
(QUANITY) 0 0
I BEDROOM #3 BEDROOM #3
'42 b 0
"LOSET 0 BEDROOM 1 8' CLNG 8' CLNG — B EDF
8' CLNG
lEATER r2
K A-8
V — — — — — — — — — — -
— — — — — — — — — — - -
1 11,- 5%
SH 3052 SH 3052 SH 305�
41 0 SS
EGRESS WINDOW EGRESS WINDOW EGRESS[WINDOW EGRESS
LINE OF lot-opl 10 Vot-opp
5*-Opl 4 -10 4 -10".
FIRST FLOOR e--- J..* I
—2 2po
) TES WALL BELOW 10)
_O)l qp-i oof 9#-lofp io'-
SHED ROOF
UED & SCREWEI10 BELOW 20P-O$f 2 0'--(o
'D & SCREWED 40)-Ols
16" OC. 'DECK w/ YA2
& NAILED'
_LY SPACED (rYP)
ED 0 33" -
TREADS CL
SEPARATION WALL
. SECONID , FL ' OR PLAN
1 /4 ) � o
2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY ,3 BEDRO�bm MODEL E
1� 4 -OPP 4P-019
48" Q)FF
48" OFF
RIDGE VENT RIDGE 'VENT
NO PENETRATIONS
WITHIN 4'-0" OF
HOUR FIREWALL
LA- Z LL.
LLJ LL-
PITCH PITCH
Lj RIDGE
00
USE FIRE�TREA-ED
PLYWOOD iA MUMUM
Ile 0 F 4' F RXb M F
M F E WALL
- - - - - -- - - - - - - - -
It 0- -- - - - --
zi
L
1 4
P
TYP
P-4$0 -!"Yp�.
CL
SEPARATION WALL
ROOF P LA
7/74
12
ROOF TRUSS BEARING
7)-700
12
VINYL
SIDING
12
INISHED SECOND FLOOR
9'-5 1/2"
FLOOR TRUSS BEARING
8'—1 1/8"
(2) 2x8
PORCH 13 FO
BEAM
FINISHED FIRST FLOOR id
o'—o" S
RIGHT SIDE ELEVATION
1 4 ) 1 0
�3
2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY �V DROOM MODEL ENTRY RIGHT
12 12
4
4
ROOF TRUSS BEARI
17'—
VINYL
SIDING E-d
(2) 2x8 FINISHED SECOND FL R
PORCH 9'—5 1 11
BEAM FLOOR TRUSS BEARING
8'—1 1 FA"
VINYL P=l M
SIDING El-:3 M FEJ M
LLd
FINISHED FIRST FL R
op—
CL
SEPARATION WALL
FR13NT ELEVATION
1 /41 1 - 0 "
12 12
4
ROOF TRUSS BEARING
170-7"
VINYL
SIDING
12
4
FINISHED SECOND FLOOR
9'-5 1/2"
FLOOR TRUSS BEARING
8'-1 1/8" (2) 2x8
PORCH
BEAM
FINISHED FIRST FLOOR
00-0.,
L [- FT SIDE ELEVATION
1 /4 1 , - o ,,
ENTRY RIGHT
2 STORY 3 BEDROOM MODEL 'ENTRY LEFT 2 STORY 3 BEDROOM MODEL
12 12
Fl�
IFZ�
8
VINYL
SIDING
Fl�
C
C L
SEPARATION WALL
REAR ELEVATION
1 /4 1 , - o ,,
OSB SHEATHING, USE FIRE—TREATED
'ARATION WALL PLYWOOD WHEN AT A MINIMUM
DISTANCE OF 4' FROM FIRE WALL
PRE—ENGINEERED
WOOD ROOF TRUSSES
FIRE RE§ISTANCE RATINGS ANSI/UL 263
<
Design Nko. u336
October -15, 2008 of
Exposed -to fire from separation wall side only
Finish R@ting — 120 Min
ALIGN TRUSSES WITH INSIDE
EDGE OF FRAME WALL SEPARATION WALL: (Max Height — 44 ft)
1 . Floor,, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs
form fro�m No. 25 MSG galv steel, secured with suitable fasteners spaced 24"
R-30 FIBERGLASS
O.C.
BATT INSULATION 2. Metal Studs — Steel members formed from No. 25 MSG galv steel having
"H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8".
3. GypsLAm Board* — Two layers of 1" thick gypsum wallboard liner panels,
supplied jin nom 24" widths. Vertical edges of panels friction fitted into "H"
shaped §tuds.
5/8" OR 1/2" TYPE 'C' CANADIA1141 GYPSUM COMPANY — Type SLX.
GYPSUM WALL BOARD
UNITED §TATES GYPSUM COMPANY — Type SLX.
"THERMAFIBER" INSULATION PROTECT-LED WALL: (Bearing or Nonbearing Wall)
FIRE BLOCKING AS REQUIRED
4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at
mid—hei0ht where necessary for clip attachment. Min 3/4" eparation between
s
(2) LAYERS 1 " USG GYPSUM wood frokming and fire separation wall.
LINER PANEL
5. Gypsu�m Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide,
applied Aither horizontally or vertically. Wallboard attached to studs w/ 1 -1/4"
1 " (3/4" MINIMUM) AIR SPACE long .ste6ql drywall nails spaces 8". ,O.C. , Vertical joints located over studs.
(Optional� Joints covered with paper tape and joint compound. Nail heads
1/2" GYPSUM WALL BOARD OVER 2x covered with joint compound.
6. AttacHrment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and
#2 SPF WOOD STUDS @ 16" O.C.
2-1/4" 09s. Clips secured with Type S screws 3/8" long to "H" studs and
*"W" screws 1-1/4" long to wood framing through holes provided in
with Typ@
2" METAL H—CHANNEL clip.
6A. Clip placement (item 6) for separation walls up to 23'-0" high. Space
METAL ANGLE SPACE AS REUQIRED x of 10'-0" O.C. vertically between wood framing and "H" studs.
clips a ryna
6B. Clilq placement (item 6) for separation walls up to 44'-0" high. Space
2x SILL PLATE clips as described in Item 6A for upper 24'-0". Remaining wall area below
requires , .s space$ a max,:5'-0" O.C. vertically between wood framing a nd PPHP'
studs. SE
- - - - - - - - - - - - - *Bearing 1he U�\a ifi cation Mark
AprMW fr� CQW&*&40hCWww Dredwy. $WW 0 2W3 Undw%wftwe Laboratwift W�0
"THERMAFIBER" INSULATION
FIRE BLOCKING AS REQUIRED
5/8" OR 1/2" TYPE 'C'
GYPSUM WALL BOARD
1/2" GYPSUM WALL BOARD
1/2" GYPSUM WALL
BOARD OVER 2x #2 SPF 2x4 STUD WALL VINYL SIDING
WOOD STUDS @ 16" O.C. APPROVED HO
EXTERIOR SHE
R11/19 FIBERGLASS 2" USG 'C' RI
BATT INSULATION
INSTALL GYPSI,
1 " (3/4" MINIMUM) CL OF _�;E ION WALL PANEL SIDEWA
AIR SPACE LOCATION ONL
CANTILEVER Ot
(2) LAYERS 1 " USG FASCIA BOARD
.............................. . ............................ GYPSUM LINER PANEL 2" USG 'H' STUD FASCIA BOARD
(2) 1 USG GYPSUM LINER
PANEL (SEE SECTION
THROUGH SEPARATION WALL).
2 HOUR FIRE SEPARATION
CONCRETE GRADE BEAM
(SEE FOUNDATION PLAN)
kRATION WALL
PLAN DETAIL AT
H SEPARATION WALL SEPARATION WALL
2
N .T . S .
12
4M,
7/
7., SF
Vil
T'y
R-30 MIN.
BLOWN-IN
Py
INSULATION
O\
AL
1 /2" GYPSUM WALL
BOARD. MUD AND
TAPE ALL JOINTS
AND FASTENER z I
731
HOLES. SAND ALL
SURFACES FLUSH.
ftA_
ROOF (CEMENT
0%18 ROOF_�'�
SKfEATHING
o 0,
o�
WA L L F1
3 )) V - 0 "
5/8" OR 1 /2"
(o
TYP E 'C' GYPSUM
WALL BOARD
REINFORCED
101/*1
CONCRETE SLAB &
FOUNDATION
SEE STRUCTURAL
DRAWINGS 3 ' - 4
6 MIL VAPQR
BARRIER OVAER
CLEAN, @
COMPACTED AND x
TERMITE TREATED
SOIL S7
00
FINISHED LOOR
2
A-9 75/-/
i
A
GYPSUM WIALL-V
BOARD
STAIR SECTION S T
C2:
1 /2 V _ 0 "
-150 AMP RANEL
L SERVICE RISE-f
B
2 ST(§I:RY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTNY RIGHT
GARBAGE
DISPOSAL
JEND- r-9
NTED
PROOF
ELECTRICAL
PANEL
LOCATION
QE
llul
G)
TO FIXTURE TO FIXTURE
ABOVE ABOVE
ul�
At,
/;),LIGHT 0- -0 LIGHT <�\
(PREWIRE (PREWIRE
PAN)
FAN)
MOUNTED
...................
TES ELECTRICAL
METER
LOCATION
TO
E ARC
02. CL
SEPARATION WALL
--R IN FIRST
MTCHES TO
FINISHED
TO BE
LOCATED
�R.
FIRST FLOOR ELECTRICAL PLAN
1 J /
/4 )) V - 0 ))
A
2 SlT(ORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL ENTRY RIGHT
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