SEMINOLE RD 381 10
w 0
ID
-0 u a
ox-j-4
'o s,
I..
6D La z
w
c z co
tL
C',
�o L.5 Or w
0 Lu
cc z o u 2
0:11 W;;
uj _j w
I ug
U,1'-0
L
Ll
007> Col
10
-----------=,�
40,
P611
koo:
,mi
s
-�1_02n
r 9b
00
r
DOE,
APPROVED tke
CITY OF ATLANTIC BEAM
BUILDING OFFiCZ
E1ZV&_rj49N. 95W -(V 6UZFLC5 MTP FIMIM rAAY,2 '978
i�pN6---sa'-w orcnoN 6ANI?96C?-NT -MXTUVZ
_cT1i6y W 1pi 'PunR ow4pimp.Ha auns7� wATrwga:7F mr-c-69p Avju6T14bL5 6WT JOHN b. 13LOODGOOD
of,017 4`79 AZTITI97N
t
If
A.I.A. ARCHITECT
T%
*4 6prztAL. Fagwrry aimer LIC34T-'F,&N WM&INATION -(ZEMOE 6wrr6N) 2923 S.W.30 STREET
IDES MMOINES, IOWA
TION VF 17TL iGd,15 HAL;:-,5mTcHBv PupLex gwNvn1ENcs Ouner WALL MTP- MaNM�,cj5tIT FLYTagS
AP4 WALL. 6WIrCH E) i--'FLU0Z96CSNT jrirn ze
_WAL�_-IMMANT 924z"zp
THM POLE WALL 6,04'r4M
_ OUR;: 4aelgA46 MT?.
U.C. .-UH125Z 1514 EBT
0 F -7
19650
all
ON
00
W
Z
4"
DESIGN LOADS: >
Floor: 40 p.s.f. live load Roof: 30 p.s.f. live load Zq W-0.6,
0 Z
10 It dead of 10 to dead > 0 _J"W
fULL, P5F:TFJ_4,;V79-4 J0IYT6_____1 IT, R .1 n< Z
17ZY5F_ V5 9 AIZ66 w6y Soil Pressu2o 2500 p.s.f. 0. a<
W LU 0 U
FV-001 F-T6
NOTE: Verify design loads with local codes & site conditions. Check with local building 0
W
CC
dept. officials for wind, seismic, snow or other special loading conditions. 0 , XU0
Z -
=2L W", U �
-Z 0
I`_ 0
'X
II. CONCRETE: mu. U. :3
F 11 ME 101 L.J
31"-,ON4. r-Ta WIL.#5 :�4NT Z LL
T
A.
X Unless otherwise noted, all slabs on grade shall be 3000 p.s.i. (28 day conpressive
strength) concrete on 4" sand or gravel fill with 6x6-10/10 WWM reinforcing. Interior < W
TEF
81.9v,TOP OF 61ON6
Z U 0
slabs shall be placed on a 6 mil polyethylene vapor barrier. W
2Z
_J 40
7 7 B. Provide 1/2" expansion joint material between all concrete slabs and abutting concrete LU _J ILI :�W () Z
pr. = = =UO200
LL I'_a _J U
masonry walls occurring in exterior or unheated interior areas.
III. FOUNDATION S* :
A. Verify depth of frost footings with local codes.
B. Unless otherwise noted, foundation walls shall be constructed with:
a -ell
fie 15� 4- ,F 1. Grade "IN", Type I, hollow load-bearing concrete masonry units.
2. Type I'M" mortar.
3. Horizontal reinforcing: "Dur-O'Wal" continuous every other block course.
2 4 xZ!4 YI-a prep FT4 41 Y 4. Vertical Reinforcing: Reinforce walls of excavated areas with #6 vertical rebars
at 61-0" o.c. & at each corner & both sides of openings.
late anchor bolts at each vertical rebar (where occur-
5. Place 1/2" dia. X 12" sill p
ring) or at 6'-0" o.c. & at each corner & both sides of openings.
ML. �TP. PIPE 6,0L. 6. Waterproof walls of excavated areas with 3/4" concrete parging & 2 coats asphaltic
L_,�,L J
base waterproofing compound.
7. 6" dia. drainage tile at perimeter of excavated areas. Cover top of joints w/15 lb.
felt & minimum of 18" coarse rock or gravel. - Slope tile 3/16" per ft. min. to.point
of discharge.
C. Provide termite protection as required by HUD min. property standards.
>
up
IV. STRUCTURAL STEEL:.
17 V_ I N A. All structural steel shall conform with ASTM Specification A-36.
IQ4 4 14 91 1 B. Unless otherwise noted, provide a 2-by plate bolted to the top flange of all steel
beams with 3/8" dia. bolts staggered at 2'-0" o.c. Rigidly fasten all connecting
Z fit _-0-
I _V_ rafters and joists.
Y I Z, P,56M
Td, I
V. CARPENTRY:
4 jI Y ILI' A. Unless otherwise noted, framing lumber shall be Douglas fir construction grade. Beams,
3-2 X44."n. headers & floor joists shall have an allowable bending stress of 1500 p.s.i.
B. Unless otherwise noted, provide:
L*T9F TOr elF 7004710A)
7!3 6!qI1 1. Double header joists & trimmers at all floor openings.
WALL. 099 60UA6E 2. Double joists under all parallel partitions.
3. Double 2x12 headers at all door & window openings.
4. 2 rows of V'x3" cross bridging per joist span.
5. Floor Construction: 1/2" plywood sheathing with exterior glue under 1/2" plywood
underlayment with building paper between.
6. Use water resistant gypsum board & plywood underlayment flooring with exteriol� glue
UJ
in all bath & toilet areas.
F X CIA V 6"T 512
UL
7. Exterior wall sheathing: 1/2" insulation board with 1/2" x 48" wide C-D ext. ply-
wood both directions at all corners.
8. All interior walls & ceilings are to be covered with 1/2" gypsum board, with metal-
$00,
1�41,Y CON 6. ;:T6 WfF)#;, e'anr.bkk corner reinforcing, tape, float & sand.
gLey. -rap ar- .oN6 C. Interior trim & finishes to be selected by Owner.
VI. MISCELLANEOUS
A. Unless otherwise noted, provide:
1. R-11 batt insulation in all exterior walls & R-19 batt insulation in all floors,
ceiling or rafters adjacent to the exterior or to unheated spaces.
L10 11 LIN EF OPW in el 2. Install 2 mil polyethylene vapor barriers against inside of all insulation.
-10 toil F 11*11"
3` 1 NVALL 40-91/iir 3. Double insulating glass at all exterior glass areas & teimpered glass in all sliding
- Li ' (Check local codes for glazing
glass doors & windows less than 30" above floor.
*TEP TOF OF VUH PX003 requirements. )
WbIL Z COO Z6SI6,
60L.10 UNPer- lWe 1p
L -7" T4 -
Ll N g or- W 114 6 WALL61
[Ij—LIN IF OF WINQ
PNTZ� P5C4 6aal/57
Yg,&Tp5z,�ITILIF POOP-
Qa65 WA
4�0 tt 0" 4M tip, (UNP59L-6YM5NT
0 1/h/411
X4- P-50walpt?. 17049 RCA W/
! J ��w
=41
L-S, cc
�� all oil
7f TO
E \X/44 P 7 L 1,4 M 5 Z- OH54THINCI
01
J
6A LV MTL
TZIM 5L m4
±Z-11 MOW.
F.J T, M,�I)
6
6CL LF
1/4 WL
141MLLTIC FILL-
I Aw
JOHN D. BLOOGGOOD
F0,H cT ACT 56INU51 III= ill-all A.I.A.ARCHITECT
2923 S.W.30 STREET
DES MOINES. IOWA
Fau N P,&TION
F '7
0
19650 ,
LU 0
FAC5 TO FAC5 OF �Tt4t2ev
0
10 W Lu
�d I az t
< < zq _w
m
14 4 0 :-,!2 'x In
F_ '> 'S'<'
1�1 L4 I,V, 5A v 0 < 0 L)a
z-cc
Z
> 0 0
0, �x ri< z wm
5!4" li(w,-Z
a cc
0 w Z W 0 U 5
cc ES 0 p 0 a
PIN N1 < _j>. W
�011 Hoop, 4) r4 TO 5-c cc
C3 M CC a
> LU z
4 6' '
19 INK. 1� LU z a
P 0 mi
L)
IL
'pad el 10,LIU 1�
Z Lu
Lu
pit m I z 0
CLUUz000
3: a x W V;u
'17 _j m Z_j
L) z
12BL 66mT JE�L I "�I-,
�I ", - -1 —1;�— w _j LU 0
J I . -n v -LL—L—H F_ LL F.a a _j 0
4� I�L4E� AV/;
K VTC HS N
17 MTP-
cli
c 1, 1 N 64 FVn�6(6VT r[x'
Olw,�L 01N 60" CL4 HT
-Nz
!�t 40"
LIN5 OF migizollL
qq" y
vu
tAIIZP.04
I mep.64
all -7� m IV,wp_�' +
6HaLr-1 (v_amayAbL5)
FbM ) L�
eilpol 'd-
P3
E
11 p c
'�i 1 10 r-)l HA'%_ POW 26
oil
7ILZ 3 k 'IV
\�\ _Z.
It
To
tL
x
Th el H,
or "H
)r
7
r4
4-'\ W00,12 SA&Z� -�Y P
F, A CA 15
ErL5 V.
0
H4 L r4
all
FotI N p 104
oo 11
c4
IZC1 PTL I Z
-7 6
6�OM
\Vllrlxz'p 'Daav4r 4-
2.11 L�46r_ -ro TH
T
NIV
T—j
wi�
Ilk
PH ALT 16 6aN,!5, PAV,1 R,4
t
JOHN D. BILOODIGOOD
POLIF LlaHT A.11-A. ARCHITECT
2923 S.W.30 STREET
DES MOINES, IOWA.
/TL
T
1441
P7,1 0'
opi�
Z_V,�T
i:�,a L5 I 0_11
19650
w uj
(V_UF-,�AWN) le
FaE 750 F.�e'e 01F:�6T11p12 -w z
0
P.'Q'
U, Z-,Z<
sl: L-,
20 _'j< z m
op (I 2�<.W.
op w Z W 0 u
cr 6 11 —
< _j>
L"j >2 'Z'
L'i
'= 0z
0 LL 0
boll
-t' LL'
k:0"X40" P&L 66MT C6mr x < = 0
S [��) 0 �-Ul- zctz
0 111 ccz 0 U 0
C3 m W Z' -1 t-
SCALG: IIIZO- AO" _j a- Z < Es
w 0 z
J w u
:) =0 0 0
U.
k�W t
12-
5;4 1 NtGi L9,5, o N I r;,4:
M-M �3 V-00 F I W 4s FEL-r 01
Oat/ CL61 4T 5/01'xxT Fixmvp
B!e) '6 1117 1 N 4"'4"L',_ WCONT. Z14 Q,&.4LLY
OINfli 1 11 MU- PLA*14INQ *HEATJ41NQ
RL vri ,
—7
It- 117 aATr I N6UL
4A. MU.
auTTP-Z*
q ilt
IL �x 41, 11//z 1) 41/4 e
0 4 10 Y b FA Cie,I tA6
5 Q I TEF '171-if PIAT FL.YW 1:7--o-
Oil
z 8 P0LXVT"YL'9w5 VAPOK VA=ls?.
�=A BAN
A 1 711444 W/4' f,0.A V_E7 c Lit 4YMM 00AMP 0V0V_
H P,6-T 14 1 ti a 11 . aMr INOUL -
r e X be V4VZIV 01 ral,Vev IU% Y 51FOLP!�
V
2 C-P"'
'q- - P.
T % ,
'r--.3'h",q
4
kzl' 'ULLWaY
oil e
2; V Y-FT P r-
'564 LE
iw/ptp _CL.9 stall \Z
4, - 4 1�Q�' -
41 1* V, z "' A 6 1 . - %, -
jj '� p
AA�/\,.an .
j�i 1171 N L14-
IL 9LEY 4-010"
Z 6!� VVC4, "INOTS-eo
pc
It I
�16�vl �
-n� w1N0r05'
10
i�v - r
1 1 7,70!1 _
I I I
t M.4,5004Y 'FOUN17,&TION
fit III I
11 , 111 till
- T- 1 ,
_FT
I
,--'4T&bCY- LIN
U.
.. . 411
3*
P W m_r ID
JOHN D. BLOOOGOOD
A.I.A. ARCHITECT
2923 S.W.30 STREET
DES MOINES, IOWA
E P-2)
- ,r n= Z�-
FIZM
1;4
,OFF- 7
J1
19650
uj 0
LU LU
J w
03 0 0
< < Z Z
-i <F3
0 ;i!q x C,3
5 a LU 0-%
o <uj F-U
L LJ z u
W z
3' -1 Lu z
0 0 w
z m
.< W,
ui LLj o u
-j o
,<0 1,-w
C3
LU Z
ic I w 0
A-1114 VENI < .- I z go
rl cc 0 1 -j
0 LL U
w
z
-j LL
cc :� -
i-- z 0 z
0 Lu ir z 0 u
aLpa, LINE �= 0 n w r.-,
LLJ z
w 25
w _iwu uz
LL
06
I
-LT
Ll ....HE
I I
III I Z-ZA
I I I -T— Al
. . ll�l
I I -A I I T— Li
I I T,-(
I I L-Tri:11,
�FHALT 6HIN4LFi�� 6ALV. MiL.
4tiller- crrv)
T F—f
6E ca N p FLOO[Z.
� TYP VIN4 WALL I ,I I I I wl PINE17 4L.
MIM PETAIL
.0 0 0
[L
IX4
vu
Lt
e--1 b lb� x 72 OVFgHgav
IL
5r— .
(rrp) 6LAUNa 410lix 40" 6L.61;Ml 7
-L;V+
7 fill-tm rz -
),1111
-Y. 1�49
SLF
5;/0" -n-ii C�T, FLVWeOP lb"A 72, F �SV
qWl 4"vEr-T. eo4z1v x b, SLIP'&
lot L, pz,
+
EE'
rpl-F—LI"a
z 50mc 466 w/iye
JL==411 I
iT RIP
�-F E�A65MENT 6LAI� 5-L 9 V l,'O u)
ATT 16 VVqT 5
b6PH6LT
OL
\IF FIZOT FL,
71"FitEP 61PCL14HT
--�OLIP 40,eg oz"s P;z
i r JOHN D. BLOODGOOD
sk, A.I.A. ARCHITECT
`F 2923 S.W. 30 STREET
DES MOINES. IOWA
19650
0
w W, Lu
0 CC
z
> ,U 0<
0
Z -I t-
00 j W, Lzu
z
cc < W
0< -
z w 0
W
M
13 CS m cc
U., >- Lu z
z 20
0:3-1
Y2 moam 23 LL U 0 =
0 11 11 L
w 0
U.
Ne
IX:
u 0
t- Z 0 Z
0 Z 0
w cr W u
-T
6 r 0 z
x D 0 0 0
lz m OF A
A
MTL. P1.6.4AINO
\�r6ECOI49 FL,
'11L' EXT 6f?, ap, %L
6a;:Flr W eaNT'.
r- r. vEN
4�CUE)MP vENT 777-
7L-
11/4 N 0 41 u,-, (�rf I WIN ve P-
lw�Aa vyl.
\1 WIN DIP-
0 FeI (TO
5L. 0 0
_j I
771
*;/4 N V W Tm5p
'�/411 Hv\y
7Z- -:77 7
70 MET L
7'
p
gEl OOT5,�-, 7 . 1 WINOM
70
LEE
c
00or
;Z5/ NOTEI�, 71—
Lay (-q.lo,,)
7�-
--I - --- - --9pr
FLIZZIC-r— i� 6,�NV Fli.L.
x 6ar-f I;T
2X9 VEVW17 zbl�C4
ZlY&
Z;Kb PePW'p 4,�
z z E p vvp Pee 4
I x 4 ?.ED ViP 6OFFIT W/--
OF Opq TO
Y-IT Hl5tA L
Zy C, L7EPWIC? -re)M
JOHN D. BLOODGOOD
cl, A.I.A. ARCHITECT
-q 2923 S.W.30 STREET
DES MOINES IOWA
--MTL. PLOep",:�
FTi
Ed
OPL7
19650
W 0
W
Z Z Z;
?%X10 KAITI -av lb"O. e, Z X 9 V56r- J016T6 Ca Z�0"A 6 ZA /0 HFAV6Z 6OZ-7 a
Z X 119 -)016T Zx4, 6flo FA4.6414.
F
ZX_
YJ U L
I Z
10
293
11,2Z
Z 2 yl Z
Z Z 0
4 -1=4 -4-V:*1 -1 LU
A
X 12-
7_Z 44 �feo
OUI 21646;Z.
T 1Z a I I P FIT 1, 11 5 11 IFIFF-R-TI-TI I
_J
VOL Z X 10 JOII�TC? a lb"O.C,
kv
%�FTE
Z TI 2- )2.
IF
X 0 -rZ/MMtFr_ IL A 1, 7 111' 1
C-age C-i6e6c,a 64,06 Zx 047 L
Z 5 Q a
WIPPI-Rn EF L [2 9)(��o IF
IF R�T 0 H LrL______iZ51 [F5-L11A_\\sM 0 H Rclb'l 0 H a
--A L 5 0- 67 1/0"s 11-all
,,,ATEi�IALS LIST PLAN NO. 7507 1 . Roof Trusses: 18 18' -0" 5/12 pitch plum cut A 1/2 int. jambs no stop; 160' casing Qutlets: 2 O.S. 'weatherproof; 4i duplex; Switches: 14
OWNER: LOCATION: no tails; 18 24"0" 5/12 pitch plum cut no tails Pwan 23 single pole; Equip. Connections : Furnace & Air
CONTRACTOR: G. Sub-flooring: 52 pc. 08 1/2" plywood 32/16 IV. FINISH CARPENTRY: Conditioning; Range; 2 bath exhaust fans; hood & fan; I-
This materials list Is provided only as a guide to li. Sheathing; 53 QW/2" insulated A. 725' base; 725' shoe bath exhaust fan & light; dryer; disposal ; dishwasher;
facilitate the pricing of your new home. You must 1 . Knee or Windbracing: 20 pc. OWN" plywood B. Shelves & Poles : 60' closet pole W/16 pr� pole 1 30" drop in range; I auto. washer; 1 30" hood & fan;
a-and this list, as required, by local building J. Exterior Siding: 75 pc. 09 5/8" T InIl ply- sockets; 50 lin. ft. IxI2 shelves ; 7 lx4-12' ribLon; I auto. dryer; I dishwasher; I disposal ; 2 bath exhaust
conditions , final selection of finish materials & wood w/yrooves 4" o.c. 4 08 3/4" hardwood plywood W/hardwood edges ; 4 8' fans; I refrig. ; I bath exhaust fan & light comLo
ally other I tems your building contractor deems nec- EAturior Trim to Include But Not Limited to Following: metal shelf std. ; 20 metal shelf std. ciips
essary for the complete construction of the project. Corners, fa5cias,- rakes , band boards : 100 lin. C. hedicine Cabinets : 1 54 H x48"; I 3o"W"; 2 36 H AS" VII . HEATING: (Materials & labor for completb install . to be
- --- - - - - - - - - - - - - - - - - - - - - - - - - - ft. 20 sub fascia; 150 lin. ft. W trim; 80 liri- 1/4" mirrors W/clips filled in by local contractor)
1 . FOOTINGS & FOUNOATIONS : ft. Ix8 trim; 200 iin. ft. Ix8 fascia; 160 lin. D. Kitchen Cabinets : 12-1/2' wall cabinets ; 11 -1/2' A. Heating; B. Air conditioning; C. Grilles; D.
A. Ready-Mix Concrete for following: Footings7- ft. IA trim; 100 lin. ft. Ix2 shingle moulding base cab. ; 6-1/2' -18"- deep wall cab. Baseboard Units.
3-1 /2 cu. yds. ; Basement floor slab--10 cu. yds ; K. Roofing: Sheathing-- 58 08 5/8" plywood ; Felts-- E. Vanity Cabinets : 2 30"; 1 36"; 1 12" drawer unit
Garage floor slab--6-1/2 cu. yds.--patios-- 5 roll , 15# felt (432' ) ; Shingles; 19 sq. asphalt; F. Laminated Plastic Counter Tops4 13' kitchen; I pc. Vil 1 . INSULATION & VAPOR BARRIERS :
1/2 cu. yd. Flashing--24o' 8" gaiv. ; 100 tin shingles ; 30' 18'' 24436" lam. plastic; 6-1/2' special 19"; 1 qt. adhesive* A. Ceiling: 950' Rig; Walls : 2300' R-11 ; Floors: 150'
b. Steel Rei6forcing: 0601 #5 rebar; 400' #6 re- galv. ; 50' 14" gaiv. plastic; 2 30" vanity; 1 36" vanity; 1 36" dressing 11-11 perimeter; Vapor Barrier: 2 Polls 8-3x2OO'
bar; 1300 sq.ft. 6x6-10/10 WUM; 850' 8" Our-0- L. Misc. Hardware: Nails: 350# Ad com. ; 40# 1" top .002 mill plastic
.WAII galv. roof; 50# 7d gaiv. ; 30# underlayment ; 50# G. Stairs : 6 242-16' stringers; 4 102-16' skirt' boards
C. Structural Steel : CQuoms-4 3"dia. 7-6 to 7-10 1 3/4" gaiv. roof; 5# 8d finish; 60# Eld siding; 2 2x8-10' hardwood ra i I WA p r. b racke t s ; 4 36" 1 and-
pipe columns; beams--1 M IOx9 - 161 -411 10# 6d finish; 10# Ad casing; 5# 4d finish; 10# Ing treads; 4 48" landing treads; 16 36" stair IX. INTERIOR WALL FINISH: Sheetrock (hanging, taping &
u. Brick & Misc./Masonry Materials : 192o 81, A gaiv. ; 4 doz. misc. screws; Joist Hangers-- treads ; 24 36" lx8 risers; 4 48" lx8 risers finishing) :
cone. bl . ; 50 4" conc.lbl . ; , 36 sacks masonry 18 200 single; 10 2xIO double; Bolts-- 10 3/8" H. Undeplayment flooring: 10 Px8 5/8" underlay plywood; 600 sq. Q. 1/2" waterproof; 6000 sq.ft. 1/2" std. ;
cement ; 50 sacks portlaid cement x 2'1 42 48 5/8" underlay particle board; 4 rol Is red ros in 1200 sq. ft. 5/8" firecode ga.rage
E. Aggregates: Fill sand-15 cu. yds; 20 T. mason' s m. Vents: 5 W- 1/2" gyp. soffit; 50 IA-14' soffit ; paper
sand ; 4 ,T, pea gravel 15 2x4-14' redwood deck; 2 2424 attic louvers ; 1 . Hardware: 3 locksets ; 6 latchsets ; 3 privacy sets X FLOOR COVERRING (Owner' s selection) : Slate or Cerami c.
F oampproofing & Slab Vapor Barriers : OWN' 201 continuous soffit vent ; 1 20-141 redwood; 2 8 base & 4 hinge pin bumpers ; Hinges: - 4-1/2 pr. Tile: 20 sq.ft, foyer (labor & material)
drain tile; lo' -6" drain tile elbows; P-6" 2x6-141 redwood 404" & 13-1/2 pr. 3-1/203-1/2" (3 per door)
drain tile T; 200'-1/2" e4pansion joint; I roll '111 . OPENINuS . Thresholds : 2 2-8 & 1 3-0 W/vinyl inserts; Tgilet XI . DECKS/PORCHES:- Joists: 4 2x6-81 red"ood; 4 2x6-6'
15# felt (216% 800' -W mill Visqueen; 4- A. Windows : 1 2 36"X72" csmt. L-R; 2 2-3Ox48 csmt. Accessories: * 7 towel bars & brkts. ; 3 paper holders redwood; Decking: 6 2x4-16" redwood ; 3 2x4-12.'
5 gal . foundation coating L-R; 2 .2-3o"x66" csmt. L-R; 1' 76"x2O" fixed; I W/clamps ; I soap & grab W/clamp; 1 %36" foiding shower redwood; Misc. Hardware: 4 2x8 double joist hangers ;
G. Steel Windows & Areaways: 1-1502 2 lite; 1- ., 30x66 fixed ; 3 48x22 awning; 1 20X72 csmt. L; I door. 8 2x8 single joist hangers; 10# 16d galv. nails
42"xio" areaway; 1-60018"jaeeaway; 1-15XI2 20x72 csmt. R; --Trim/Glazing: 36' mull center;
2-lite Jouble 250' casing V. PLUABING SYSTEMS : (Labor & Materials to include install . ) XV. MISCELLANEOUS: 1001 5" gutter; 601 downspout W/splash J
H. Anchor Bol-ts: 45 - l/211xI211
B.' Sliding Glass Doors : 2 8-Ox6-8 XO;' Trim/Glazing: I 32x2I kitchen sink; 3 lavatories ; 1 5' tub; 1 36"X30' blocks (labor & materials) ; I VOW' ledgq cap,
11 . FRAMING: 50' casing fiberglass stall ; I water heater (size by owner) ; 2 O.S. hardwood ; I lx4-4' ledge trim hardwood; I bdie. shim
A. Sills: 50' 4" sill sealer; 0170'6" sill sedler; C. Exterior Doors: (insulated metal may be substi .) Hydrants; I auto. washer hookup; I dryer vent; 3 water shingles; I white glue; I pkg. fine sandpap6r; 6 2A
3-04-01 ; 8-20-10' ; 6-2x8-16' 1 3-0-1-46-8 frame W/S.L. door & sidelight; I closets; 2 floor drains; sewer connection main to meter; 81 misc. ; 1 202-12' garage step; I Ix 12-5' finish
B. Built-up Wood Beams : 6-2xl2-8' ; 9-202-0, 2-8-1-06-8 frame W/s. l .door & sidelight ; I 2-8x water service main to meter 12' 3/4" cove shelf
C; Joists: Main Floor--15 200-101 ; 14 2xlO-14' ; 6-8 outswing frame door; Trim: 3 sets spring
I
19 20042" ; 20 2xlo-16'--Upper floor : I 2xIO- Weatherstrip; 601 casing Vf. ELECTRICAL: (Labor & materials to include install . )
101 ; 3 200-141 ; Id 200-10 ; 30 200-12' ; 21 0. Interior Doors: 1 1-06-80 3/8" H.C. ; 3 2-Ox
I door chime system; Recessed Light Fixtures : I front All
2xlO-20'--Bridging: 180 pr. lx3 2xlO 16" o.c. 6-8xI 3/8" H.C/; 5 2-6x6-8xi 3/8" h.c. ; Trim: foyer; I lower bath; I B.R.#2; I liv. rn. ; I over kitchen
Headers: 3 2x8-181 ; 21 202-16"Misc: I 2x8- 9 2-06-04 1/2" int.jambs W/stops; 340' casing sink; I B.R.#3; 2 hall down; 2 dine area soffit; I bsmt.
14' redwood; I 2x8-121 redwood; I 2x6-12' red- E. Pockit or Sliding Doors: I 2-Ox6-8 pocket frame; stairway; I stairway up; I back entry; I hall up JOHN D. BLOODG0013
wood for trimmer; 35 2x4-16' misc. ; 25 2x6-16' I 2-Ox6-8x 1 3/8" H.C. door; Trim: I sliding Surface Mounted Fixtures (Ceiling) : I gjrage; I walk-in 1 A.116 ARCHRECT
misc. ; I 2x8-16' ridge; I 2x8-12' ridge; I �door lock; 34' casinq_ closet; I kitchen; 2 15" f lourescent under cabinets ; , I 29Z3 30 STFEET
bdie. * wood lath F. Overhead Doors : I 16=00-0 conplete W/operator & 2 dine area; I main bath; Wall Bracket Fixtures : I front 0. q DIES4010INES. 10WA
D. Rafters: 12 2x8-101 ; 6 2x8-12' ; 6 2x6-12' - 1�
controls ; Frame: I 2x6-16' I 2xG-l4' ; Trim: I S. ; I lower' patio O.S. ; I lower back O.S. ; I makeup
14 2x8-161 ; 36 2x8-18' 06-10 redwood & 1 06-141 redwood ; 341 casing master bath; 1 48" flourestent master bath; Lamp Holders :
E. Wall Studs ; 700 2A studs ; 2000 lin.ft. 2x4 B. Bifold Doors W/Hardward : I 2-6x6-8x 1 3/8" L.H. 2 dr. 3 pullchain; I keyless ; I pole light front O.S.
plates; Garage Wall studs : 50 2A studs ; I 2-6x6-8xl 3/3" R.H. 2 dr; 2 5-Ox6-8xI 3/8" 4-dr. Circuit Breaker Panel Board: 1 200 amp. ; Entrance
lin.ft. 2A plates Trim: 2 2-6x6-8x4 1/2 int. jambs no stop; 2 5-Ox6-8 Metering: Main I ine to house W/meter socket & meter P_*T
19 6 5 0:' ;
All
r-T n-
Lo
c:Q,&L-T A i 14, ATLA&mc
FA �3
..............Ao
4.1
123
L L
6E v>
0
Ll
r
Co w 4�Pa 4TIlay
-)tJ
e
Vo
�65,5 WTA o L__
rZ
To. am,
rl �E
QP4 CA
Cal lzw 1)
14000 OV
oi
I q KITC4EM
Z�
rat
V)
..........
WA LL 0! 9, Q)
EA T U-
i,*'
t*j
4-" C A S
me rZeINF= . Oi
%1 1 q
TaTL
Tw MrL14L
ALL PURP6SC- ;ZM
L i i Ni c RM
LO
401 -.JAL.
tit
1 4, 4 LA
A T 1 .0 , L' 4
1: L cD cD �z,
p
or,
I IX
r
r7f
T�
w
niTkl
:`_ —= . I
4 41 4!-i 11
L
Q,4 C.e
t Yr-
I MI
45;i wr
(o-sca
AZL=
DL.Ugpft$KT Sig
"UTHOODIt RVICC
7-
77�
t7
44a
w7
-4 ft cz
�T'
E-
91 1 Y-2- f7-r. F (2. C-:) G
Y-L" olllWALt-
To LC
Cc spqc
—41
QO
CQ I I-L PAmfwPfZ0*FlF0
T Y I CA L W A LL ECT I C�)N4 E D. 1;� v
ST r .0-C.
IFOUTHSIDIE swarptuT SaRvica
T
4
--ovee ZA" COM VA C' *Tfi P-- Ft I.L '
v
op
4.0 A 10 1, %Z c 5 ,d .4 1.U M.. (5 lQD'Z.0 b t--A M
I r oW
I Z 4: G lb ICK
El'; -
T S
L)M I 'UM L 00
8 c CIO lvc, �,Wr
'A 2 . 5
5 Sul CON LK.
1
F9U.-NO 7JONf W,4 I
-4-
7
L N
2 ,c4 AVOKSTU
4-Plamt-D 09 'it"
4- CA9?0P-T SLA� 1PEBM! Z4*1 ON 6.-
MI BOA k 0
co4t T5 ac�
8-" AL LJAf, ook .0).5 VJ
A
C14 r 6�oce_
F/4-C.10 D 1=4
ALUM.— x G -
4/is A*
: ,QllzpZk 134E 4 pvf
5 14;, MA50WY,' 0 V'kg-Z ILL
L 5,; IG A50NRY
fOUNP4710,V W-44
PIER'S
rT
L
A
17� �J.UBARC,"c?.C-
t77
-'Cb e-o"C, 'f N^
514-F67 CON BOT/4 WAYS c. f
r
w w Z' s CON -w/
'5CALIE--
PLAN NO:
.59 s
D ATF- -s 7?
TITLE-AWN I F L
QQ EL
ccJOIST SY5TEM'. CHKD:.,-
F.14 ABULLETIN:.*�.711
SHEE -
T OF
CONSTP
UCTiON SERWCE - CONTRACrOR' S'.CORPORATION
71
E
Fq-
fSONVILLE, FLORIDA
JACY DUBLIN GEOR6?A
SOUTHSID9,BLUMUNT SERVICA