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0
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ISN 16" WOMINIAL 3HOWN , 615E FOUNOATION AT GADLE OF X
w 0 Wo
PLAM-4 FOR OTimrc T *f P I C,A L BAY W 17W.) M.
fjEt!ERA
All work shall conform to tie StLIldlLrd _DUildina Cgdl.-Iatest IMPORTANT FRAMING NOTES
current edition in use by tie LOCAL- 0%-0&. VRPT. on date HQIEA: FRAMING LUMBER REQUIRE- =12S: A WALL STUD SHALL BE AT
of building construction paimit and shall conform to high MENTS. ALL STUDS USED FOR LOAD- EACH SIDE OF THE OPENING WITH A A C 0 17 E C T I
standards of workmanship. BEARING, DOUBLE TOP PLATES, AND THE ENDS OF THE HEADER SUP-
T (oil SJJE. FOUNDATIOU ANQ CONCRETE OTHER STRUCTURAL FRAMING LUMBER PORTED AS FOLLOWS:
TO BE 12 OR BETTER. 1. FOR OPENINGS I FT. OR LESS
10j,"ve bF-E 140TIE Concrete for all foundation WIDE EACH END OF THE HEADER Nei,
qURK CLIP PFR ov .5 + �] 6, 6LA 6 %iork shall attain a minimum 28 CORNER IIM90G; SHALL REST ON SINGLE CRIPPLE
POL-F I /A-6 day compressive strength of 1600 psi. STUD OR MAY BE SUPPORTED BY 4111%
W , g WACH�R C011TIN _Cj 04
C L I P pff� 10/10 WWF SEE SHIiARWALLS ON A-1 FRAMING ANCHORS ATTACHED To
I Reinforcing steel shall be girlide 60 deformed tars and shall THE WALL STUD.
F2 I=. 4 Cc W-, f�;64FVULE WHERE x4 _�VP V4� r-St be lapped a minimum of 30 bar 'diameters or 21-0", whichever 2. 'FOR OPENINGS MORE THAN 3 FT.
j<ooF f3E-Aj�f> A�)'ovf_ is greater, at splices. Minimim concrete cover: BUT NOT MORE THAN 6 FT. WIDE
C.M.U. EACH END OF THE HEADER SHALL fp-
7-A 4 PL-A-r I- W16 LON(v Bottom sides-----------------------3 REST ON A SINGLE CRIPPLE
Top at slabs-------------------------2"
as
4a C%c:. SIJEATIJING: dn
L 01 STUD.
41.CC*J(:7,. 9L.A0
MIL NIAPOW XCfZE/0L1_;9 TO -11" WH t�F11 It W/ccitqc, 4- 1-6 �D+8 it O, C. Welded wire fabric (WWM) shall be ASTM Specification A-185- SHEATHING SHALL BE APPLIED 3. FOR OPENINGS MORE THAN 6 FT.
CnP - 73 and shall be lapped 6" minimim at ends and sides and wird SOLIDLY OVER THE WALL SURFACE WIDE EACH END OF THE HEADER din
RRk-r-L YE A C5 A If 51 V E
AAIL VAIPOR 13AiZI?I5lZ SHALL REST ON TWO CRIPPLE
tied at 1811 centers. AND SHALL BE APPROVED 1/2- CDX OR. STUDS MIN. ADD 2ND FILL HT STUD Cli,
X �9 _Z IS r-09"4- vv/ hi
1116"OSO AS SHOWN. MATERIALS
9ACH SIDE OF OPENING an
30C L f k- *,6-nrs @24P'o.c. C o _j Earthwork: SHO" IN SECTIONS AND PLANS
.Nz� - UZAD)MI; 2-2XIO-S OR 2-2X121S W6
I SHALL BE FASTENED IN ACCOR-
1 k2 eLR,-rvp. Strip all top soil, remove ill foreign material and DANCE WITH NAILING SCHEDULE HEADERS OR AS SHOWN IN SECTION
i-51TO" I I earth containing organic matarial from building area BELOW.. UNiJES8 OTHERWISE NOTED 1707.3 1988 EDITION S.B.C.
f 7141 and out to 3 feet outsi4e the limits of the
IN SHEARWALL SCHEDULE 4. ALL NON-LOAD BEARING WALLS
Z 2 1- 5TOR 1 4* 5'6 CONTIM.
W to N/ 4 164 - building. SHALL BE2 X 4 STUDS AT
2--STOR �j , It
t 11, 40 + 1- 6TO rZy 0 3 # 50-4 CO N T I N's - Place a minimum of 6" clean sand fill beneath slabs. 24" O.C.
- All earthwork below footings and slabs shall be I SHEATHING AM NAILING SCHEDULE
dc A L_-T t\A0Nc7,4,1-FH 10 EC_T 5 E C T 1 0 N compacted to 951 of the maximum density. ROOF SHEATHING mob-
�14- - All fill material shall be placed in 8 inch layers 40
POOTI N6 and compacted before processing with additional �ALL EXTERIOR WALLS Sd COMMON WIRE Ir EDGE a I:r
layers. (1(UNO AT SHEARWALLS) INTERMEDIATE DECREASE TO 4*OR WITHIN'
11,4-rErZIOR eAZ6 . WA L-L F:T 6. :Z 15 'rOrZy ads
— Compaction and density shall be certified by a 4!-W FROM EDGE OF GABLE END&
testing lab, under the direction of a registered
INTERMEDIATE STUDS - 8d 9 12" o.c.
engineer. Minimum soil bearing required - 2500 PSF. PANEL EDGES - 8d @ 611 O.C.
041 00 -a
The general contractor shall immediately notify the �NEL EDGES ALSO INCLUDE TOP PLATES AND BOTTOM PLATE.
architect if unstable or plastic soils are encountered
during excavation orappears in any further soil tests or
any other sob-surface penetrations.
Where penetration tests reveal unsuitable soils not
meeting 2500 PSF bearing capacity, such soils shall be
removed and replaced, in accordance with recommendations
ST-Lj C_C,0 of soil engineer performing tests, that satisfy footing
-r u o.�(a design herein.
ST U C4�10 - )( 4 -6
#IS FF�L,7- Positive drainage preventing saturation of footing
5Ea F—LS\/. F:��Pl G, W. 5.
(C-OW7-1 K I-y 7C-1) 5-r U C C_0 R T. 2.)(4 W/ I/t bearing soils from standing water shall be affected by
if sloping finish grade away from building on a slope
L-F-',/I- L C5 IKSPL, SEZPLANS A- S.? 0, c" of tu
2 2/ 1:10 for a distance of 5 feet.
(A. W. 6. 0 KJ 0 IV// 2- 2- �-', �, �V Ac�H�R 110KRICANF- CLIP
0 UM(f Contractor shall verify all foundation dimensions with WTE I
e>E-VE,L- STIJ6CO 5-rUC) WALL Ricio P-'0AM6oAP_D- VAR 1%1 P�K architectural plans, C'O VJ-rR A CTO R!5 OPTIONAL U6E OF 0.b.5. $OARP
W I 12-e L-AT-H --P.T, 2A DLOCKING OR P-T, OLOCKIN& CON T. CQNCRraZ BIAME-Mg MORTAR:
ov e.FZ. lto� 15 F E-L-r (P 6TUCCO 13ANP I N LIEL) OF
oi,4 P. T. SxG r-X F -1 T. 11 Concrete block shall conform to the requirements of ASTH 'A, MINIMUM -TVA)C-kWJE55
(L.A P PS L-r W E LL_ INGULkTi oN YL, <5 CONC. 15LY.. specifications C-90. Still
SEE PLANS ALSO -bP-E Or-Ef. 4-/A-(, FILL ALL CRILL6
36" 4 Al-.\,/ LAC" W/ co NC, Mortar to be Portland cement or equivalent and shall conform
r:9.-%4r_IZy
P�y To., to ASTH C-150-47 . Sand shall conform to ASTM C144-44
0-rHe4Z 5 p C-O(ZN F-rZ, TV. comc., aggregate for masonry mortar.
r-Ac-<,F_ /aN
ST,A4,e,F +-Op .4? jav EA_
4 50-r-rom 3F_:E ,0f51_( -:3A-6 MMK*W 87R84M I'm 16M P$L, 1410TE 2
C0UNTF_9 SIN< V (R 5TUCCo UAND (-,I/M I L A R) SDII, EgISONING
READCri The Contractor shall have all areas covered by the floor 211, ALL FIZAMIN6 ACCE-4-46WIES RCEf:11EREP TO IN PLANO ,
slab treated with a 1% chlordanes solution at the rate of 9 fFC-rl 0 W.6 A$?E TO 15 F- _6J M P5 0 N _4'rRD W 6 T I Iff 0 R JE 4?VA L
De-7T-Al Le STUC-6c BAND C0RNE: R DEFE-1743L E CT 10, W one gallon per ton square feet. Along the pier and inside
the foundation wall shall be treated at the rate of two I&A
11 JIM It gallons per five lineal feet. 1111-
I 1 -0 9/4 C30
CAUKHTRY go ej LU
AT &ARAGF- RQUGtj 9AREENTRX shall be wood that complies with American -4 us 4-1
WOTF- . OPTioNAL U6E OF R1610 FDAMBOARP Lumber Standards. Dimension lumber timber and boards can be = = "
IN LIEU OF: RT, ZX 13LOCON6 12 Southern Pins. Felt 151 asphalt Impregnated or rosin -0 ca "to
sized sheating paper where indicated. All screws, bolts and
hurricane clips are to be hot dip galvanized. Plywood roof
sheathing shall be 1/211 INT-DFPA (1) C-D exterior glue or
&ALV' 5T L-, 0 IZ 7/1611 OSS
COPPErZ fAip/ All wood bearing on or against concrete, masonry, steel and
floor joist shall be pressure treated lumber. All outside
HooVi 2)( �+ PL. studs will be at least 2" X 4" 0 16" o.c. as well as the
roof, Inside walls shall be 2" X 4" 1@24" o.c. All roof
TRUSSES to be secured with hurricane clips at
% EACH BEARING PER SCHEDULE ON A-2 INTIERIOR WALLS TO 89 2x4 AT I Or 41C, TYP.
CLOPAY 94
I X Z I@ d Finish Carpentry shall comply with the American Lumber
Standards. Interior trim shall be 11 fir or better.
�',FF 01"l-IF-T (_,'0NNFCT0K Install all exterior wood and finishes with hot dip Steel Woodgrain Raised Panel Garage Door
galvanized nails or screws. All interior doors to be hollow
15EALANT ON A -22 1 1 type.
l`l� F-OK STRAF ANV STYLE TO BE SELECTED BY DEVELOPER
LENEL 2. (),VA�j T i Ty Standard Colonial 397
4-
HEAPF-9 OR RM .
4 E AT 1`41 N G FRAMING
'HEADF-IZ SPECIFICATIONS
1_X4_ 4_rup� P I Z 01 C, Double Double
UN17re, A),51 C, E
6TUCCO BA49-4
5F-F- GAIZA&F_ 00,P0. MIS- 0
3) 4- 5 A- A Sunset 305 Sunset 405
X I I-1/s,"t-1 I C f�0 L A M. 5 M.
LIEN E L,_7. Aix 8 ()IM, !t F-RENCB 120OR QPENIV4609
13 FE r-LrZ, PLAN )OVER 6 _Oyl RD FRAMING DIMENSIONS
LFWEL CI-) 2-x I MAMING FOR CEILING
DIMENSIONS
2�Fba A 0 Double Double
KAM-4 AT LANAI rrs" 141%, 1�1%1
Flew*it
L 8 - A A. 410%'
C H I M W E \1' D ETA I L D ET A I (.46F- Fr?AWN& PLANS) cow 11110"I
I vtll I oil
a 3%. Specifications Space Requirem"
e,
A o (4) 1.X "5
C 23%, X%* Door W.of Nneli/ 100 or 13' Minimum
W MR raffm
0 IW "%- Width* Wiridioiws Across headroom required"
M FAN 3000
0 1 01. 1111%, 81,91 4
1?40 am "I wim
3d%l 1^. 101 5
T2 go 0" womm
/—A- 3 5 FRAMI46 \11 a n. n. 12' 6
S X+ PRENCH 0069 OP?4* powla — a— X11_W0 .00
Cl- I P R""of It Wish" 3 3. 14% 15P 7 Same 64
__!�WAA 7111� NW P-Mme ( , Minimum as
YOM 1' 8. AD 161, 7, 18F 8 side room door
FRAMING DIMENSIONS required height
FOR ROOF 200 10
N MW 0PlWF4 Door Nb-of Sections
1210-� rmw fto F" C 1 0. Height Down
2 X 13 AMA, e c%4gA&e. 11 1111.0 M 411�
A"
I Loh& 6'6m,77 4
A 15. W/+w 1400K pool 011FIlAgUCK ONLY, 5 1+- Samewidthascloor
'Doors greater than 10*wide constitute a 10'hw 12'radius track on
rll�_A-3 5 �---IX 4- SUPERIOR. a:0 H EA D R(� -kv 12-radius track on
The Fireplepce cow-pmy 30 M am extenskwi springs;13
N TYrtc� FAAmE, cpF�Hn4G mTwL� A hoc*"1 9 1 double c a r door.
j,,--WA L I- an Arlob*mfiwo '1101powilk'AN To how A*@ Sunset wintiow desips are not availabite on torskin spring,%.
E L F_VATI DN b 1_�r-T V4! rwkrwr�CA law a SAMPIM"fte-K ft 81�11 V.12'.Wand 15'wilk doors. SIDE ROOM:At least P4.'
2 RJLL- V1 WK RCKW:Minimum 8'4'K-<k from the
(n,-,nl wall for T-high dtxv;minimurn 9'10'
f(w W-high dmir.
T0 P 5
_41M. To SAIA-4 headm"aM ba&nvrnare 00
TOP � A 0 1-r. F IRE PLAr. E DETAILS m-guired it installing an eleciric rip"Mor. 11-
5<%.rwr CkTay Ocakm =0
UNIT !5 A ) a ) P F_ 0
PF-TA I L 1) E-T A I L U N IT C- _6 I M I LAI? 0
Ill.= I!oil .1 .4 if
-/47 D I A 11. 10
13EAM CONHIFECIION A-r ENTRY L-ANAI Alit
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ELECTRICAL SYMBOLS LEGEND
iu
LANAI
WALL MOUNTED LIGHT FIXTURE DISCONNECT
0- SURFACE MOUNTED LIGHT FIXTURE JJNCTION BOX ca
z
Lu 0- )D 7-
0
RECESS MOUNTED LIGHT FIXFURE MIPHONE/ DATA OUTLET
LIGHT / FAN COM1130 UNIT RECESSED FLOOR TELEPHONE DATA OUTLET I MASTER -.K C=W
w I
FLUOFMNT WW ARM FIXTURE- CAM TV affIXT BEDRQO
21,
CABLE /WAPUTER OUTLET
MULTI-M VANITY LIGHT RXTURE
DUPLEX RECEPTACLE IN WALL BASE U.O.K E) EXHAUST FM
w T,
Lu
LL NL
0 BUIPLEX RECEPTACLE ABOVE COUNTER NOT LIGHT
__j
Lu
DUP0 RECEPTACLE BEOW COIJNTER SINGLE POlf SWITCH
4) DUPLEX RECEPTACLE TO HALF SMED R RHEOSTAT SUTCH (FOR CEILING FAN) R
DIMMER SWTCH r
_j KAM PROOF $o _c
_j 0- -ce _b4' I
GFI QUM FAULT INTERUPT $3/ MULTIPLE SWICHED
SIME DEICTER ------- 1;
DRYER OUTLET 30A/25OV/1120V 31) X <
(D HEATDETECB DINING/LIMNG
RANGE OUTLET WA/250VA20V 3P 3W
ts
lu Cam MOUNTED OUTLET SPEA18 ROOM I owl
on 1�1 I I......0-6-
INT"
FLOOIR fox OUTLET <�>
I CLOSET - CLOSET
Fm GARAGE DOOR OPENIER
EI
DOOR BELL CEILING FAN
ATTIC
w
DISTRESS RJTTON
SECURITY HALC
C.U. 02
0 L jL4
IL. NOTES COORDINATE NTH PWMBING AND MECHANICAL AX-6. -J-2
cc
4
ALL INSTALLATION IN ACCORDANCE NTH LATEST SBC, NEC, AND LOCAL CODES
0
r;-
0 1 ! 417--
ALL FANS TO HAVE DIMMER SWITCHES 77 7- ! 1 1� I .-; i I -_ I ; (j
Lu
cn
U-
PIE7R
0 KITCHEN
X
D
_31
BEDROOM #2
0 1 HALL
Lu
:7
TO Lam
--AT2W
FLOOR OPEN
v J__
MASTE
bl� R
)
WA
BATH
3'-0'
us HALL #3
i J,
Lai
Go
cm
TO FLOWS TO LIGHTS
or _cL AT 2nd AT FOYER
9.__
FLOOR CELING L
42' A.F.F.
HALL #1 7
LLJ L> "J
Lu An7LX
44
CA!
�R�D ___v It
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