712 Camelia Street I
ASPHALT PAPER a 50 R 49*0 D
O.I'1 EXT. AIR
TOTAL — ASPHALT SHINGLES 4000 Designs Inc.
12' MIN. R-0I'.!1 SELF ADHESIVE 210
— PLYWOOD 1/2"
"H" CLIPS 1/2"
TRUSSES o 24"c1r,
SLOPE SEE ELEVATION , 30 BATT INSULATION R-30 •
2' MIN. VAPOUR BARRIER
0.46 GYPSUM I/2" Bd. 2950 Ywrrwrm lod.
AIR SPACER
(SEE DEALER) Ob8 INT. AIR X (.2w4e.*)
lPasn cid m aq-2R 7Y6
(819) 477-6646
TOP OF TOP PLATE
THE5E PLANS HAVE BEEN DRAWN ACCORDING TO HIGH-
ALUMINUM FLASHING QUALITY STANDARDS AND PRACTICES AND ARE AN ACCU-
RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
ALUMINUM FASCIA LOCAL REGULATIONS AND LOCAL BUILDING GORE REQUIRE-
PERFORATED MENT5 VARY, AND AS SUCH,MAY REQUIRE CHANGES. THE
DOUBLE PLATE BUILDING CONTRACTOR MUST REV15E AND IN5URE THAT THE
SOFFIT + 2-1"X3' 2-2"X4" PLANS RESPOND TO ALL CURRENT GOVERNMENTAL REQUI-
"J" MOULDING LINTEL 2-2"XIO" REMENT5 IN YOUR AREA. DRUMMOND DESIGNS INC. WILL
SEE ELEVATION BATT INSULATION NOT ASSUME LIABILITY FOR MISHAPS BEFORE,DURING, OR
/' AFTER THE USE OF THESE PLANS FOR CON5TRUGTION.
FLASHINEr
PURL.061!OF TFC DRAKN65 ENMLES THE CONSTIa GTION OF
ONE DMI-LINO ONLY. REMIT LIVE USE OF THIS DESIGN WRNOIIT
THE E CONSENT OP DW1l1IOND DE•:a eM INC.15 PRO-
HIBITED.
a
N FLASHING
NOTE. HIGHER THERMAL INSULATION VALUES ARE AQUIRED WITH
THE USE OF 2"Xb' EXTERIOR WALL FRAMING,AND THUS,OUR PLANS
R ARE DRAWN ACC.ORDIN61-Y. THE APPLICATION OF 2'X4"EXTERIOR
WALL FRAMING WILL SIMPLY RESULT IN LARGER INTERIOR SPACES
0.I'7 EXT. AIR THAN THOSE NOTED ON PLAN.
- 51DINO (SEE ELEVATION) L CAULKING
an ASPHALT PAPER #15 (OR TYVEK) TOTATarA �F
Ob2 1/2" PLYWOOD SHEATHING
- 2' X 4' STUDS a 1 b"GIG
12 BATT INSULATION R-12 GENERAL NOTE
- VAPOUR BARRIER
0.46 GYPSUM Bd. 1/2" PLYWOOD 5/8"
Oh& TONGUE AND GROOVE DESI-,N LCV400F 60 P5F(LIVE LOAD)
NOT INT. AIR OTE:stucco to be applied
JOISTS (SEE FOUNDATION 75 PSF(HIGH SNOW ACCUK)LARISKS)PLAN) 2ND FLOOR 45 PSF
In 3 coats specifled 6R FLOOR 55 PSF
DECKS 15 P5F
BASE BOARD
(IF LOCAL REQUIREMENTS DEMAND DIFFERENT DESIGN LOADS
CONSULT WITH A LOCAL STRUCTURAL ENGINEER TO DETERMINE
FINI5HED GROUND FLOOR ><
APPROPRIATE REVISIONS)
BATT INSULATION R-20
VAPOUR BARRIER
FLASHING j
TOP OF FOUNDATION
SOLE PLATE 2"X6" +
CAULKING
F I N I5HED GROUND
a — 0.I-7 EXT. AIR
' — TOTAL I54 CONCRETE 8"
10.00 RIGID INSULATION 2" TYP 4
ANCHOR BOLTS _ IL - VAPOUR BARRIER
1/2' dia. X 6' LG. a 4'-0'6/c I"X4" FURRING ® 24'G/G
0.46 GYPSUM Bd. 1/2" �u �
k
' — ObB INT. AIR OI- 05- 95�\•
NOTE: do not use Insulation
— as support for gypsum board
' 4" x�"x� -
d) 4 4 cA-\GGNGRETEft "
..
SEALED JOINT
U VEL a
GONGRETE SLAB 3" min. GAD
POLYETHYLENE .006
CRUSHED STONE 3/4"
12" CRUSHED STONE COMPACTED 6" ACCORDING
3/4" GLEAN ON 4" DIA. a TO NATURE OF GROUND. IvaIria °O
PERFORATED DRAIN
c NAME
TOP OF FOOTING
a
OOTI NC 171 MANS I ON - �� o o a TITLE 'TYP I GAL HALL 5EGTI ON
(UNLESS OTHERWI5E NOTED) O :4 ; . . STANDARD INSULATION
A= 10" G= 32" '
DRAWN BY t5G �r
E3= 24" D 20"
M.P. 1-�`-i I
CAPACITY.
pds/TTY. FOR
ASSUMED GROUND LOAD TYPICAL WALL SECTION PLAN NO. DATE SHEET NO.
CAPACITY. FOR LESSER CAPACITY,
CONTRACTOR MUST ADJUST FOOTING
DIMENSIONS. SIDING 2=A — --- -
IIA—il
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1 4eeP Drummond
,-
4000 Designs ins.
LANDIN6 3'-3" + 5 T. ® 1/2" ,
3 ANGLED TREADS
2950 Yw , G.
RAILING fan aq22 7oq
(819) 477-6646
z
/ s 1
E
lu THESE PLANS HAVE BEEN DRAWN ACCORDING TO H16H-
Oi V QUALITY STANDARDS AND PRACTICES AND ARE AN ACCU-
cn Q RATE 6UIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
(Y ' LOCAL RE6ULATION5 AND LOCAL BUILDING CODE REQUIRE-
SECOND FLOOR MENTS VARY, AND AS SUCH, MAY REQUIRE CHAN6E5. THE
J BUILDING CONTRACTOR MUST REVISE AND INSURE THAT THE
PLANS RESPOND TO ALL CURRENT GOVERNMENTAL RE6UI-
15 SEE TYPICAL. REMENT5 IN YOUR AREA. DRUMMOND DESIGNS INC. WILL
HALL SECTION NOT ASSUME LIABILITY FOR MISHAPS BEFORE,DURING,OR
AFTER THE USE OF THESE PLANS FOR CONSTRUCTION.
14 ,
VAPOUR BARRIER
13 oNE vVIMLIN&OOHLY. Fj3n_ nYE VESI6N�MT iUf
THE EXPRESSW CONSENT OF Dfaimmoty D£516?!9 INC.19 PRO-
S (' S -S T
HIBITH7.
12
2" X3"
10
2" X b"
RAILING
O 9
u • . a
8
0 5 T. ® a 1/2"=3'-11 1/2°
b '
O.Ib INTERIOR AIR FILM
\ 5 0.14 PLYWOOD 5/b"
TONGUE d GROOVE
\ 4 --
_ � JOISTS
\ 3 4.40 BATT IN5UL. R-2b (R.S.I. 4.9)
(TO FILL HITH WOOL)
\ 2 1.31 R161D INSULATION 1 1/2'
FIRST �
I FLOOR 0.02 AIR BARRIER
-- -- '- FURRING I" X 3"
I r
SOFFIT + "J' MOULDING
0.03 EXTERIOR AIR FILM
656 R.S.I. TOTAL
Z �I�lef*r1 • �
O a
5 T ® 1/2"=3'-Ii 1/2 rO 2 SECTION
4 z'
e � - �10 -
O � /
6,I6
.� /�
® a ZZ/
b
HAND-RAIL ((/)
.. m =� `'' of-o5•
_ a
➢ ' �� 10
3
pp ' GAD
Z 4 IN. TYP 11051140 25
I
W I I") min. ---- �
r D COHMER
• I BASEMENT oRAKT'e
O • .
F-
NAME
,.
LANDIN6 3'- 5 9 O"± T. ® I/2"= 3'-II I/2" 300TITLE
MIN. 5EGTI0N
DRAWN BY DATE 5CALE
OI SECTION SEE
rJ 10 SCALE 1/2"= 1'-0" PLAN NO. SHEET NO.
2712-A ( g8-13 ) F Io/II
12 �L12 STAIRL CEILING 400 Drummond
MEMBRANE ROOF 4 PLIES 4,00
Designs inc.
- ASPHALT + BALLAST
�� " PLYWOOD 1/2" TONGUE d GROOVE
N " "
I'-b" � 2 X 4
TYP REINFORCED TRUSS (FOR VENTILATION)
RPINPORGED TRUSS
SEM MANUFACTURER ROOF JOISTS 2" X 10"
SEI: MANUFACTURJ=R BATT INSULATION INSULA INSULATION
R" -r 2 9 5 0 Yw t G.
12 RIGID INSULATION 2" TYP IV
" 4-2" X b" VAPOUR BARRIER
N b -l�_8" FURRING I"X4" ® ib"GIG
sn GYPSUM BOARD 1/2"
(6wwdm aqr22 796
2" X 4" 12 05 SECTION (819) 477-6646
8G
5'-0" N IL 7.5 BEDROOM #2 LON SLOPE
In TO DRAIN
THESE PLANS HAVE BEEN DRAWN ACCORDING TO H16H-
_ _— QUALITY STANDARDS AND PRACTICES AND ARE AN AC,(-'U-
2" X 4" — --- RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
LOCAL RE&ULATION5 AND LOCAL BUILDING CODE REQUIRE-
DINING ROOM MENT5 VARY, AND AS SUCH, MAY REQUIRE CHANGES. THE
O-T SECTION BUILDING CONTRACTOR MUST REVISE AND INSURE THAT THE
PLANS RESPOND TO ALL CURRENT 60VERNMENTAL REQUI-
8 Q REMENT5 IN YOUR AREA. DRUMMOND DESIGNS INC. HILL
NOT ASSUME LIABILITY FOR MISHAPS BEFORE, DURING, OR
^ AFTER THE USE OF THESE PLANS FOR CONSTRUCTION.
SECTION I I I I I I I i l l l l l l l l l l l l l l l l l
PURC+L 6E OF Tim DRAWINOS ENrtTIM THE WHISTRUCTION OF
OPE E7HML(N8 ONLY. REPET MVE USE OF THIS VMION KTHOUT
12 THE EXPRESSED COPEEHT OF D r7E516N5 INC.19 PRP-
HISITED.
—————————— TRU55 NO. Ob
i
P TOP OF T PLATE
TYi
12
Ln
TOP OF TOP PLATE
I'-b" 22'-O"
N
i
03 SECTION
8 q 12
SECOND FLOOR
I'-b"
TYP
REINFORCED TRUSS
SEL' MANUFACTURER
12 I
N
i
2„ X 4„ ..4_
BEAM "
4-2 X 10
FIRST FLOOR N
12
-7 — 0
SECOND FLOOR CAD a
ASSISTM owAwNO
4-2" X b" 2" X 4"
NAME
BASEMENT
" 4'-0" 04 SECTION TITLE
TRUSS DIA RAMS
8 q
DRAWN BY DATE SCALE
06 SECTION
8 q In order to comply with the overall plan,truss PLAN NO. SHEET NO.
manufacturers should verity all measure- -t —1
meets,some of which may need adjustment 2�
to the manufacturer's calculations. l q/I
1
4900 Drummond
1••1 Designs ins.
22'-0"
2'-0" 2950 �fm� d.G.
o V w Y22 U6
8 ;,or (819) 477-6646
------- ------ RAFTERS'111111 24" /G
TRUSSES O 24" G/ OR TRUS ES • " G/G THESE PLANS HAVE BEEN DRAWH
N ACCORDIN6 TO HI6 -
R
I I ( TO BE ETERM NED QUALITY STANDA05 AND PRACTICES AND ARE AN ACCU-
WITH MANUFACTURER) RATE 6UI12ELINE TO BUILDIN6 CONSTRUCTION. HOWEVER,
O RENFORGElPTRUSS I ' - LOCAL RE&ULATION5 AND LOCAL BUILDING CODE REQUIRE-
I SEE MANUFACTURER I TMP MENT5 VARY, AND AS SUCH, MAY REQUIRE= CHAN&E5. THE
i BUILDING CONTRACTOR MUST REVISE AND INSURE THAT THE
I I PLANS RE5POND TO ALL CURRENT 60VERNMENTAL REQUI-
REMENTS IN YOUR AREA. DRUMMOND DESIGNS INC. WILL
NOT ASSUME LIABILITY FOR MISHAPS BEFORE,DURIN6, OR
I I AFTER THE USE OF THESE PLANS FOR CONSTRUCTION.
I I
I
I I FURCW611!OF THESE DRAKHM ENTr( ES THE GONSTRUGTtON OP
I I OHe DNB.LINB oNLY. RIPETtn)eoE USE OFD"DEVON MTH=
I I THE TH F�RE55-kV COHSOfT 0F.DfMt40ND DES406 M.15 PRO-
I
i
t
-� ROOF DRAIN
8 q i I I
- I I
d)
1 N N
m N I I f:' N n
n
I TRUSSES 0 24" G I m
I I
I I
. I I
I I
II
I Iy O6
8
I I Q
RA RS • 24" CIC I REINFORCED TRUSS I
OR SSE 0 24" CIC i SEE MANUFACTURER
(TO E DE RMINED I GUT TRUSS NO4 I
HIT MANUF GTURER) . I 1
TYP
I
�_-- —=L— ———— -----------
TRUSSES 0 24" G/
odds-
/ \ I
4-2" X b"
BEAM REINFORCED TRUSS
5-2" X 10" SEE MANUFACTURES, ---- p
1-1 3/4" -1'-b" 6Ao
3'-9 3/4' 5'-4 1/2"
cortPvrr� .o
/VGISTED DRAJJINP,
P-6" 12'-8 1/4" 9'-3 3/4"
NAME
I
Ir
251-6"
04
8 a TITLE
ROOF PLAN
DRAWN BY < DATE 50ALE
In order to comply with the overall plan,truss PLAN NO.
manufacturers should verity all measure-
ments, SHEET some of which may need adjustment :2-7"7:2-ACie?-75-I 8-1 f2✓ 8�1
to the manufacturer's calculations.
- Framing lumber (beams, lintels, joists) to be grade n" 1 3 2
spruce unless otherwise Indicated. 25'-6"
AN inteb to be 2-2"X 1(r unless otherwise noted 4000 o u m mon d
use of floor joists or roof rafters may require adjustments to plan; _
refer to manufacturer's Instructions �-b" 22'-O" 2'-O" 4000 Designs Inc.
- Floor joists are to be doubled under parallel partitions and shall
be placed V apart to accomodate plumbing. 5'-2" 4'-8" 12'-2"
- Foresee 2 X 2' cross-bridging situated at no more than T-(r
from a support or row of bridgingoU oU l/rLCi.
Application of wood preservative required at extremities of beams 12'-10" `I1-2"
c� (� �p
supported on masonry walls. �G 9 5 O d.Q/Y!'t�/v.,
_-% As a precaution, a fireproof finer should be Installed between /
firebox of prefabricated fireplace and combustible framing. / W,� )
- Mnimum foundation depth below finished ground level Is 4'-6'. 111
Extremities of steel beams supported on an exterior wall shag be 3b" 56" 46C> wxtoom );129 796
Insulated on a minimum distance of 24".
- Basement windows below grade will be protected by galvanized (819)
steel windows wells, and a graved V drain will empty into 4
perimeter drain.
- Written dimenabns always take precedence over scale
measurements.
- Building contractor must:
1) verify all dknensions before proceeding.
2) respect, If applicable, requirements of documentation
THESE PLANS HAVE BEEN DRAWN ACCORDING TO HI6H-
attached to plans (eg: specHfcatlons, vent0afbn plan, etc.) QUALITY STANDARDS AND PRACTICES AND ARE AN ACCU-
RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
———— LOCAL REGULATIONS AND LOCAL BUILDING CODE REQUIRE-
changes to plan. BENTS VARY, AND AS SUCH,MAY REQUIRE CHANGES. THE
- Drummond Designs Inc. does not assume Ush IlIty for any
———— OS
errors or omissions on these plans. " r PLANS RESPOND To ALL GURRENT60VERNM REQU
1 Vf\ REMENT5 IN YOUR AREA. DRUMMOND DESIGNS INC. HILL
' I I NOT ASSUME LIABILITY FOR MISHAPS BEFORE,DURING, OR
GL. I AFTER THE USE OF THESE PLANS FOR CONSTRUCTION.
I
GL. I — BED ROOMI #3 0
\ O _i
II'-4" X q'-P" e- �. �� >s i� SE' Ui•� 'iii ice$ PURGHJLSE OP T�DRAWINGS BJTITLfi T1f'GONSTha1GT10N OF
(1 ONE DHILINO ONLY. R3'EnTI VE USE OF THIS DeSION WITHOUT
If thi. Sufi I� not _3' - , and TM CON`SERr�D ND DESI&6 IW,. 15 PRO-
HIBITED.O �l B t 3 1f11 `'�( HIBITED.
ryy cr {
11! /
have �^ ' �m YVI •1 .1 i~ Iii.,t'.7•
45° / indic•;us ir,�rir_:_rt;` . b t to
/ q lly.1 °tA� nil are su je
0 viol t LE0END
- ' e I ave
y
2-8
BEDROOM #2 121 3I 41 I I ELECTRICAL
1 '
III-&" x n'-o' 1 1 1 1 1 1 z
I I CEILING OR HALL LIGHT FIXTURE OUTLET
oQ o
w
DO
I IOV DUPLEX OUTLET
AGCE55 TOA 1,6 I 'I I L1
it I I 20'X 2b' O I I I I I I w - 240V.REGEPTAGLE OUTLET
N
dJ / 111 114 1131 121 II 1110 O CIRCUIT BREAKER OUTLET
I
1 - �' fn FTI
m —
`11 6 EXTERIOR OUTLET
ELECTRIC SMOKE Ul FT2
O O DETECTOR _ m SMOKE DETECTOR OUTLET INTERCONNECTED
�' WITH ALL THE DETEGTOR5 IN THE HOUSE
VENTILATOR OUTLET
10'-1011 / 1 _ L1 LIN. 14"
i
d --------�''� EO WIRING
E
"' R o STRUCTURAL
I
BEDROOM #I / LIN' CL. IN-HALL STUD P05T
o �
(V I II'-8" X 15-011 /VANITY =
— . 1 12' X 76'
1
III REINFORCED BEAMS
�J
r- `t r 111 SUPPORTIN6 STRUCTURE
� III
O I m
qv !j
BEARING HALL
1
m �
6 m ABBREVIATION
1
m
GL. CLOSET
NZ �6. G.V. GATE VALVE
H.R. HAND RAIL
-f- LIN. GL. LINEN CLOSET
LETTER REFERING TO DOOR SIZE CHART
FOUND ON HALL SECTION PAGE
,) ....r-) C. '^• .. ti vl�J'< NAME
3611 rJL11 A11 A "
TITLE
'-8 1/4" '-8 1/4" 3'-1 3/4" b'-2" I-05"95 a'(` ` JECCN� FLAN
LAIN
3'-4 3/4" 5'-4 1/2" 3'-b" DRAWN BY DATE SCALE
0
1_611 12'-b 1/4" 4'-3 3/4" R GAI7 a _ Ir-O"
❑-
PLAN NO. SHEET NO.
2"7-72—A ( zl8'73
- /SSISTED DK.WINB -
Framing lumber (beams, Untels, )oists) to be grade n° t b 2
spruce unless otherwise Indicated
AN of la or of 2-7 X 10"unlessy require
otherwise noted 4**0
Dend• - llae of floor joists or roof raR'ero may require adjustments to plan; 22'-O" 2'-O"
refer to manufacturer's fnetrudions.
).-6- ,- Floor joists are to be doubled under parallel partitions and shall 4000
Designs ins.
be placed V apart to accomodate plumbing.
- Foresee 2'X 2' cross-bridging situated at no more than 7'-0'
from a support or row of bridging
-
Application of wood preservative required at extremities of beams c� n �p / '
supported ut masonry walls ,G 9 5 O oLQi7rL1 ro &d.
• As a precaution, a fireproof finer should be installed between ,
firebox of prefabricated fireplace and combustible iramin¢ oU ro�GG�
RAWMUm foundation depth below finished ground level Is 4'-61. 5'-2" 10'-8"Extrem
Insulated
o of sleet beams supported on an elderlor wall shall be 7 6
insulated on a miNmum distance of 240.
Basement windows below grade will a protected by galvanizedempty
Into
48" 40" 108" < 8261 PATIO " 477-6646
steel windows wells, and agravel-liped 4• drain will empty into. (819)
perimeter drain. 121-411 X 6'-ow
Written dimensions always take precedence over scale
measurements. lo' 4"
. Building contractor must:
1) verify a8 dimensions before proceeding. POST 3-2'X6"
2) respeet; If appkable, requirements of documentatlon
21ftcW 10 THESE PLANS HAVE BEEN DRAWN ACCORDING TO H16H-
Plans (of any consequences
noes ares an, etc. � QUALITY STANDARDS AND PRACTICES AND ARE AN ACLU-
cha Inform dteM of any consequences resu from Z RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
' changes to plan.
O
DrumrtfOnd Designs Inc. does not assume Uabt for any \ I it LINTE3 LOCAL REGULATIONS AND LOCAL BUILDING CODE REGiUIRE-
L
-2"X10" cV MENTS VARY,AND AS SUCH,MAY REGri11RE CHANGES. THE
errors or omissions on these plans. I I O - Q BUILDIN6 CONTRACTOR MUST REVISE AND INSURE THAT THE
%Z1:R
m PLANS RESPOND TO ALL CURRENT 60VERNMENTAL REGIUI-
D.W. REMENT5 IN YOUR AREA. DRUMMOND DESIGN5 INC. WILL
i I SNACK z NOT A55UME LIABILITY FOR MISHAPS BEFORE, DURING;OR
RANGE t / 3 W AFTER THE USE OF THESE PLANS FOR CON5TRUGTION.
'{ FAN K� CHEN 11� O II'-O" X q'-O" t lS S"am � L111g1Qt OD tlTnn thock drawl as
is •. I` ,
1 I II � �- riave b e n d;1:t .I��.;t d I� .ti _�•,1r, r � _L Y n d FuzcHAst:or=TH>�vw�wlNes txnT>g ire coNSTRucTIoH of
+ 1 I I " Q ONE DI•t1LINS ONLY. REPE I ITIVE USE OF THIS DMION WITHOUT
/ I I �� b-2 ica.? i;:iri:4� m' 0i :ii,) ';I 11i Ia VS. THl:EXPIZEssED coNSEtrr OF Dwr+ora�DE516T15 IW,.IS PRP-
REF. 'I / O LE JOISTS n HISITED.
ND sTaIf2W1=LL ° lu> ri , piin er, are s bject to
OVEN I I / E N under t o law.
/ 3 I 6
LEC�ND
__ Q
I I I I I UP I lj1 21 31 41 5 I 'I ELECTRICAL
' I I /III a
m _ I 3 605 / ISI N Ill I I I I /
u�i ISI 2�X ION / �I(��I ' II►�I� I I I / f _ _ _ CEILING OR HALL LIGHT FIXTURE OUTLET
\ BEA1Yf " �C_I!_ f — I —q BEAM
4
- MO I'1 3-2' X 10•
dJ I I I I I I III
3 6o v e� I IOV DUPLEX OUTLET
PDS III D I/N I
i
III DINING ROOM _ I I I I I I 1 / 8 24OV RECEPTACLE OUTLET
mIF— I I 13'-0" X q'-O" I III 1 2 1 3 1 x 1 11 110 I I O
I — _ _ _ (5 CIRCUIT BREAKER OUTLET
FTI
10 " Fn 8 EXTERIOR OUTLET
FT2
tr
FLOWERS BOX 1 i m 5MOKE DETECTOR OUTLET INTERCONNECTED
I O WITH ALL THE DETEGTOR5 IN THE'HOUSE
VANITY -,— -
22' X 52• VENTILATOR OUTLET 12'-8"
—� WIRING
IIIUU1
5TRUCTURAL
\ 3 q60 PD5 1 I I I� —— 5_10"
GREAT ROOM
11'-8" X 15'-10" GL.
IN-WALL STUD P05T
0 r
i�JOISTS 2"XIO" • Ib"C/G I I JOISTS 2"X10610 Ib"G/ III
/ I I p ISI REINFORCED BEAMS
I I / III SUPPORTING 5TRUGTURE
POST 4-2"X6" I I I O
BEARING HALL
f r2 I
m FLOWER5 e0X / .10 STOOP -
o TYP - 11'-0" X 4'-0" Is
cn m ABBREVIATION
GL. OL05ET
I CI 10 G.V. GATE VALVE
0 H.R. HAND RAIL
`j LIN. CL. LINEN CLOSET
P' LETTER REFERINe TO DOOR 51ZE CHART
FOUND ON HALL SECTION PAGE
¢ _ NAME
3b" x 56" O TAO Nlow
AL '
ELEVATION I I Oulu TITLE
'-8 I/4" '-8 I/4" I'-II" 3'-10" 5'-6514" O� -95 ��oUNI7L.00R ALN
3'-q 3/4" 5'-4 1/2"
DRAWN BY DATE SCALE
D M
12'-8 I/4" q'-3 3/4" 2'-0" (iAD a ' 1 -O"
PLAN NO. SHEET NO.
,.zetm owo-nr+a
272-A ( q8'73 ) bill
4**) Drummond
22'-01' 2'-O" '••, Designs Inc*
IN GANTILEVE D
. 12'-4"
2 CONCRETE PILA5TER G]� G]� • J.
10" do.o. ON BASE c(J o[l
4-2" x 8" m 2 9 5 0 Y>vrn r my &1d-
-law
I I------ - -a
Lpv �_
W'Z4*)
� JY22 7eq6
5'-2" I Ib'-10" — I ABOVE 1 X b' BOARDS.
I I WITH 11W SPAGI 6
(819)
FOUNDATION 8" 46" 32"
477-6646
WATdR OUTLET z I
�— ——— — —— — ——j——————- ————— t-- THESE PLANS HAVE BEEN DRAWN ACCORDING TO HI6H-
QUALITY STANDARDS AND PRACTICES AND ARE AN ACC-U-
A .' ; :A •.'r ':.4 .'. ; RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
I I LOCAL REGULATIONS AND LOCAL BUILDING CODE REGVIFZE-
I I = MENT5 VARY,AND AS SUCH, MAY REQUIRE CHANGES. THE
c `I THAT THE
INTAKE r-FETR GTRIG — , — ——————i I I —————— i ————i c (V m PLANS RESPOND TO ALL BUILDIN& CONTRACTOR �SGURRENT560VER ANDINMENT�AL REQU
I I m REMENTS IN YOUR AREA. DRUMMOND DE516NS INC. WILL
JOISTS 2"XI " s Ib" G/G I,I JOISTSJ,,Xlo,,
• Ib" I G r NOT ASSUME LIABILITY FOR MISHAPS BEFORE,DURING,OR
AFTER THE USE OF THESE PLANS FOR CONSTRUCTION.
1
�}• I I Q I I p I
PURC ASe OF THME DR/4-41`466 OM'tTLM TW CONSTRUCTION OP
OHE D{$LWO ONLY. RE TITiVE USE OF n95 DE516N"THM r
mI I I BEAM me EXPRE%W Corr-�0tr OR DRIJFI OW D W-46M W+ Ls PRO-
EXPOSED I,I / I I �, `� "UNTM.
m 02 4-2"XI0" ( I I ' b'-O" c I ���•
5 10 1 L
I +
i I LOADS
800 PDS I I I LE&END
' I
13P2 II 10 q a N
I-. DOU54 JO`ST \ OL _I I-JI ISI I I I i i \\ OI ELEGTRIGAL
(Y cvI I I— I IIS \ 5 10 CEILING OR WALL LIGHT FIXTURE OUTLET
0 m �I I I I N \1` I I� 1 I I I I I -r I o iv N
---
z IIOV DUPLEX OUTLET
r vv I I 1 I I DRAIN i t
LOADSr�I I I I I I Rr�IuIN I �q
�t z I I I I B 800 PPS II , ® Ula 240V RECEPTACLE OUTLET
j I� \ I I I I I I 5 1 6 / O (� CIRCUIT BREAKER OUTLET
m = 3 c = 5TEEL AD-ASTABLEPOSTON B I —— I N FTI
L
;` I I \ `` (� EXTERIOR OUTLET
W
M I I 'ao LE JOISTS I' ATE R I m
�� SMOKE DETECTOR OUTLET INTERCONNECTED
I I A UND W
STAIRELL 0 WITH ALL THE DETECTORS IN THE HOUSE
VENTILATOR OUTLET I
j I W ELECTRIC SM I I V
;tI I L I 12'_8' DETECTOR II \\ 9'
5TRUCTUR-AL
v' m
i i I L ADS I I_ I
`Z 1 I ' I 8 800 P05 I III I I
IN-WALL STUD P05T
I
I I I I 1 I l i l REINFORCED BEAMS
I I I I I I I SUPPORTING STRUCTURE
JOISTS 2'>a"' 0 Ib"G/G
Framing lumber (beams, lintels, joists) to be grade n° t b 2 1 `C I /
BEARING WALL
spruce unless otherwise Indicated. / d '; • d ; • d ; • d I I,
M lintels to be 2-2'X t(r unless otherwise noted. \
WATER_INLET _J
Use of floor)olsta or roof rafters may require adjustments t plan;
refer to manufacturer's instructions. m \ \ —— I —_
Floor joists are to be doubled under parallel partitions an shall rs \ Q ABB#Z�1/I�TIDN
be placed 4'apart to accomodate plumbing. m
Foresee 2' X 2' cross-bridging situated at no more the T- — GL. CLOSET
from a support or row of bridging. \ �� __ __________= G.V. GATE VALVE
H.R. HAND RAIL
Application of wood preservative required at extremities of beams — ———— —
supported on masonry walls. S, (/ �vr + LIN. GL. LINEN CLOSET
As a precaution, a fireproof brier should be installed between `}7 \� ABOVE I'Xb' BOARDS WITH
firebox of prefabricated fireplace and combustible framing. S, ,�� " Ve SPAGINs ••_ O LETTER REFERING TO DOOR SIZE CHART
Nbnimum foundation depth below finished ground level is 4'-6. D� 3-2 X B
FOUND ON WALL SECTION PAGE
Extremities of steel beams supported on an exterior wall shall be
Insulated on a minimum distance of 24'. NAME
Basement windows below grade will be protected by galvanized
steel windows webs, and a gravelled 4' drain will empty Into 36" 32" CONCRETE CONCRETE _
ANGLE b" ANGLE b"
perimeter drain ~ ` i
WHtten dimensions strays take precedence over scale j $
' ( TITLE
measurements.
'-8 1/4" '-8 1/4" r—QUN�AT I0v FLAN
Beadingcontractormust
1) vett all dimensions before proceeding.
2) respect, It applicable, requirements of documentation (-OS- .�;
3'-9 3/4" 5'-4 i/2" 3'-b" � ` -' S DRAWN BY DATE
attached to plans (eg; specifications, ventaation plan, etc.) SCALE
and Inform client of any consequences resulting from
chs
es to n. 12'-8 I/4" q'-3 3/4" 2'-O" ' G�tD a tL �4= 11
n9 plan. ❑e
Drummond Designs Inc. does not assume aabllity for any -----
PLAN NO. SHEET NO.
errors or omissions on these plans. 25'-6"
Ar, I TM�I,I� F-5/11
4900 Drummond
4000 Designs ins.
2950 Yw MA�d.
aru
CONTINUOUS RIDGE VENTILATOR 16mmolmY22 / aq6
(819) 4.77-6646
12
t'O THESE PLAN5 HAVE BEEN DRAWN ACCORDIN6 TO H16H-
QUALITY STANDARDS AND PRACTICES AND ARE AN ACCU-
RATE 64JIDELINE TO BUILDING CON5TRVOTION. HOWEVER
LOCAL RE6ULATION5 AND LOCAL BUILDING CODE REQUIRE-
A_SPHAJ_T SHINGLESTyp MENT5 VARY, AND A5 50CH, MAY REQUIRE CHANGES. THE
BUILDING CONTRACTOR MUST REV15E AND IN51RE THAT THE
PLAN5 RESPOND TO ALL CURRENT 60VERNMENTAL REQUI-
REMENT5 IN YOUR AREA. DRUMMOND DESIGNS INC. WILL
NOT A55UME LIABILITY FOR M15HAP5 BEFORE,DURIN6, OR
AFTER THE U5E OF THESE PLAN5 FOR CONSTRUCTION.
FLASHING TYP
I
--_=_____—_____— __
Drumniond
40*0 Dinc.,
XT4wnwumd 2 bn*.
2950 Yw 74",� G.
GO"WOU`' RIDGE VENTILATOR
l6wmdim X258 7oq6
(819) 477-6646
12
THESE PLANS HAVE BEEN DRAWN AGGORDiN6 TO H160-
QUALITY STANDARDS AND PRACTICES AND ARE AN ACCO-
(� RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
LOCAL REGULATION5 AND LOCAL BUILDING CODE REQUIRE-
MENT5 VARY, AND AS SUCH,MAY REQUIRE CHANOE5. THE
BUILDING CONTRACTOR MUST REVISE AND INSURE THAT THE
PLANS RESPOND TO ALL CURRENT 60VERNMENTAL REG&JI-
Typ SHINGLES REMENT5 IN YOUR AREA. DRUMMOND DESI&N5 INC. WILL
NOT ASSUME LIABILITY FOR MISHAPS BEFORE,DURING,OR
AFTER THE USE OF THESE PLANS FOR CONSTRUCTION.
♦
PURCMA5e OF TH Me DRAK485 @fflTILES TW CONSTRUCTION OF
ONE DYt3UNO.OtLY. RB'ETITIVE USE OF TINS DMON W7HOl1T
12 THE PXFRE55M COWA51T OF D1a**40HO DeSIOM INC.19 PRD-
-
----------
DECORATIVE TRIM 5'
DECORATIVE TRIM
HORI ZONTAL
SIDING
FLASHING TYP I
———————
I
- - - - �--- - - - - - - - - - - - -
————————— -
- -
4TREAD5 ® 1 "=3'-4"
"
N
N FLOWERS BOX
1
fn
r m
® - - - - - - - - - - - - - - - - - ----
8'
-8' CONCRETE LINTEL +
2 REINFORCEMENT RODS I/2'DI V _� FINISHED GROUND
L-----
-1 I III I I
L---Ji- - - - - - - - - - - - - - - - --�--- - - -- _
- r- ------------------- ------------------------------- ------L-1 --
L-----------------------------------------.---------.-----_L_------J 0
ICAD �
Cot- r
A55151W DRAYIINB
NAME
TITLE
LEFT 51 1::)E LEVATI ON
DRAHN 13Y DATE SCALE
A= "-O'
1 PLAN NO. SHEET NO.
2-T'72-A ( clB '"75 3/II
4**0 Drummond
4000 Designs inc.
X 2
EN • * �.
CONTINUOUr RIDGE VTILATOR 2 9 5 0 7wniro"M.
923 796
12
(819) 477-6646
THESE PLANS HAVE BEEN DRAWN ACGORDIN6 TO H16H-
QUALITY STANDARDS AND PRACTICES AND ARE AN ACCU-
RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
Typ / CHIMNEY 5A0DLE ASPHALT LOCAL RE&ULATION5 AND LOCAL BUILDING CODE REQUIRE-
/ MENT5 VARY, AND AS SUCH, MAY REQUIRE CHANCES. THE
/ BUILDING CONTRACTOR MUST REVISE AND INSURE THAT THE
/ PLANS RESPOND TO ALL CURRENT GOVERNMENTAL REGUI-
/ REMENT5 IN YOUR AREA. DRIMMOND DESIGNS INC. WILL
/ NOT A550ME LIABILITY FOR M15HAPS BEFORE, DURING, OR
12 FL4SHIN6 TYP
---- ------- AFTER THE USE OF THESE PLANS FOR CONSTRUCTION.
----------------------------------- ---------
-
i PURLHA5E OF THESE DRAWINGS ENTITLES THE C0N5TR4GTI0N OF
ONE VNIaL.IN6 ONLY. REPETITIVE U5E OF THIS OM16N HITHUIT
—_ _ -— —- - - - - -— THE EXPRE55ED CONSENT OF DRUMMOND DESIGNS INC.15 PRO-
_21-10"
RO-
2'-10° - - HINTED.
———— ———— — DECORATIVE LOW RAILIN
DECORATIVE TRIM IIE
ry —
i
HORIZONTAL
Mil
AT THE EXTREMITIES i 1
i r-
I)
2' X 6' a 24'c% 12 I r
,
-- - - - - - - - - - - - - --- - - - - - - - - -
FLASHING TYP ( -
-- - DECORATIVE TRIM 5'
i
WORKED POST
6'.X6' - --
i 4 TFJEAPS ® 10" 3'-4"
FLOWERS BOX ry
F—_ RAILING
N
Ll
LU
m
u
m r-
4 TAR
8' GONTRETE LINTEL+ tV O ASPHALT ANCHORAPAPD 50 OR !Y FINISHED GROUND
2 REINFORCEMENT RODS 1/2' 1
+t r
I I I L-------�
z
ISI I I i i _
III I ( I I III I I I CONCRETE PILA57"ER .T
I I ISI I I I ( ISI I -J--L1 10' DIA.ON BASE
01-c5
-- - --�- i==--T- ------------- ----- ---rL---____L ---J
-r------- ---1- - - - - - -
------ -------------------------1--- --------1----�---------------J ,..
J
l cA0,
WtVWER
. NAME
TITLE
RIOT SIIDF- ELEVATION
DRAWN BY DATE i 50ALE
in
rilf A= I'_O.
PLAN NO. SHEET NO.
2772-A ( Q873 ) 2/11
4so) Drummond
40*0 Desiq* ns inc.
XTvmvmoqa 2 bn*.
2950 Yw l d.
gang Y22 796
(819) 477-6646
CONTINUOUS RIDGE VENTILATOR
THESE PLANS HAVE BEEN DRAWN AC-ORDIN6 TO HIGH-
12 QUALITY 5TANDARD5 AND PRACTICES AND ARE AN ACCU-
RATE 6UIDELINE TO BUILDING CONSTRUCTION. HOWEVER,
(„ ASPHALT SHINGLES LOCAL RE&ULATtON5 AND LOCAL BUILDING CODE REQUIRE-
` MENT5 VARY,AND AS SUCH, MAY REQUIRE CHANCES. THE
BUILDIN6 CONTRACTOR MUST REVISE AND INSURE THAT THE
PLANS RESPOND TO ALL CURRENT GOVERNMENTAL REQUI-
I'-b" REMENT5 IN YOUR AREA. DRUMMOND DESIGNS INC. HILL
TYP NOT A55UME LIABILITY FOR M15HAP5 BEFORE, DURING,OR
j AFTER THE USE OF THESE PLANS FOR CONSTRUCTION.
PURCHASE OF THE5E DRAWIN65 E ITLES THE CONSTRUCTION OF
FLASHING TYP
ONE OWBlIN6 ONLY. REPETITIVE U5E OF THIS DESIGN PUTHOLM
THE EXPRESSED CONSENT OF ORUM HOW DE516N6 INC.15 PRO-
12
HIBITED.
_ _ _
-- --- — ---- — -- -- --- -- ---
FLASH
TOP OF TOP PLATE
then these drawings
at�d U h�l�rUIL LYWand
dIN6
V �
DECORATIVE TRIM Icatup •i,I( � ,fji! I t
cV TYPE
It e r, a r ermbff elft'MATE
� I _
d) DECORATIVE TRIM 5' l —finder --- N. - - - - -
—— DECORATIVE TRIM 1
5ECOND FLOOR
TOP OF TOP PLATE
FLA51-1I1,16 TYP
1`
RIZONTAL FIJI3, b„ l WORKED P05T m I
IFEN
lT �p RAILING
i
FLOHER5 BOX --- .
Qz as
FIRST _FLOOR _ FIRST FLOOR APPROVED-
TOP
VEpTOP FOUNDATION O Cny OF PUAKE
,
8' CONCRETE LINTEL+
2 REINFORCEMENT RODS 1/2' DIA. (V FINISHED GROUND MpY 3 01997
cQ I b po I , I t l - I CONCRETE ANGLE b'
III i TRELLI5 t I N I I I �Q. �9
TOP OF FOOTING
L------- ----------1-----1----- w -------- GAD
cOn�ursi .o
ASSISTW DR.04,111,16 \
NAME LAG PN Q jo�G
VED3—
RECE1TITLE z (, q 7,f
.
MAY 16 1997 FRONT ELEVATION
City of Atlantic Beach DR`s'' BY DATE 50ALE
Building and Zoning �4= 1'-O'
PLAN NO. SHEET NO.
TOTAL
12" MIN. /� R-01'JI Y iId �}c1 � �
3
1 _ �
r
SLOPE SEE ELE�lATION I 30 E? ✓ `:'+G".: , • ,'r
2" MIN. - V: Y ��
1 0.46 GYT O
AIR SPACER I Ohb f
(SEE DEALE'41) o`c/!) ( C�^•.CtQi(♦�
(40
I
S�m� � SzRol�-j TICS
(819) 477 -- 4—
f _
s LTHES' "5 NAVE SEEN DRAHN ACCORDING TO HIGH-
r
QUA! �
tASZ— AND PRACTICES AND ARE AN AC.--U-
ALUMINUM FA5GIr.– �+ }��, RATE ; _ �ELIt.E. " '_'ILDINE ' `15TRUCTLON. HOHEVER,
I PERFORATED 7w p/✓?re rU R if LOCAL REGULATIONS AND LG".,- BUILDING GORE REQUIRE-
DOUBLEPLATE
MENT5 VARY, AND AS SUCH, MAY REQUIRE L'—jGE5. THE
SOFFIT + 2-1"X3" 2-2"X4" BUILDIN '7NTRACTOR MU5T REVISE AND I' .:E THAT THE
"J" MOULDING LINTEL 2-2`X10" PLANJND TO ALL CVRFZENT
SEE ELEVATION t{-d.5 REh1ENTr, YOUR AREA DRUMMOND DES3N5 INC. WILL
BATT INSULATION NOT A551' : LIABILITY FOR MISHAPS BEFORE,DURING, OR
-rap P"Irc 'Io 5�� AFTER THE rE OF THESE PLANS FOR CONSTRUCTION.
FLA514I115"'� sp
PURCAL46E OF THFSe DRARNe5 ENIML.es TM CONSTRUCTION or-
ONE
fOIC PHEL 1NO ONLY. RlYrTTTivE use of THIS omeN kg7m UT
TM _> CONSENT OF OF044OND DESIa 5 INC.15 PRO-
3 3. BoTTa�✓I p!✓�Te 7Tj STu) KBITED. I
sa Li • (vu 1cj be 0&
N
I
FLASHING-,,, MS?')9 3C� �C AT sra►� v
r
t2 \'i1 NOTE, H16HER THERMAL INSULATION VALUES ARE AQUIRFD WITH
�. S e e- IV THE USE OF 2'Xb'EXTERIOR WALL FRAMING,AND THUS,OUR PLANS
ARE DRAWN ACCORDINGLY. THE APPLICATION OF 2'X4'EXTERIOR
WALL FRAMIN6 WILL SIMPLY RESULT IN LARE-ER INTERIOR SPACES
0.1-1 EXT. AIRTHAN TH05E NOTED ON PLAN.
- SIDING (SEE ELEVATION) ll-'�CAULKIN& (o, 5('p '
an ASPHALT PAPER X15 (OR TYVEr TarAL
0.62 1/2" PLYWOOD SHEATHING RYA'S
- 2" X 4" STUDS a I6"c%
12 BATT INSULATION R-12
- VAPOUR BARRIER GENERAL NOTE
0.46 GYPSUM Bd. 1/2" PLYWOOD 5/b'
O.bb INT. AIR TONGUE AND 6R DESION LORDOF 60 P5F(LEVE LOAD)
JOISTS (SEE F(X*, ' A- r _f.';, '75 PSF(HIGH SNOW ACCINULARI5K5)
d
2ND FLOOR 45 P5F
6R. FLOOR 55 P5F '
BASE BOARD
DECKS "15 P5F
(IF LOCAL REQUIREMENTS DEMAND DIFFERENT DES16N LOADS
FINISHED GROUND FLOOR p ' L 5 CONSULT WITH A LOCAL STRUCTURAL EN61NMR TO DETERMINE
APPROPRIATE REVISIONS)
-- -- r6e- v- 10 b cowl mold
BATT INSULATION R-20
VAPOUR BARRIER 57-le", 0. C Co D
FLASHING Sh �)
ri
TOP OF FOUNDATION
SOLE PLATE 2"X6" + p C b wl o N %
CAULKING L – R
FINISHED GROUND
a – O.II EXT. AIR
TOT/1L 1.54 CONCRETE 5" n_, f P L S 1-744/J If e y.
R'IZ.6S 10.00 RIGID INSULATION 2" TYP 4
ANCHOR BOLTS _ - VAPOUR BARRIER
i'
1/2" dia. X 6" LG. ® 4'-0'c/c - I"X4" FURRING ® 24"6/G
0.46 GYPSUM Bd. 112" $ l U `
0.68 INT. AIR V 5
NOTE, do not use Insulation .-
0 – as support for gypsum board
_I -
-
CONCRETE 5'
GOAL TAR LAYER SEALED JOINT
UNDER FINISHED GROUND LEVEL c
CONCRETE SLAB 3" min. I GAD Q
POLYETHYLENE .006"
CRUSHED STONE 3/4"
12" CRUSHED STONE COMPACTED 6" ACCORDING
3/4' GLEAN ON 4" DIA. c TO NATURE OF GROUND. •o
PERFORATED DRAIN
a
TOP OF FOOTI NC7 "AMS Eugona a"Long
632 Camelia St.
° Atlantic Beach FL 2
_ a '''• ' `W` `8o
FOOTI NC DIMENSION '° °� TITLE 7YP I GAL HA
�b° '° o � ��'° LL SECTION
(UNLESS OTHERWISE NOTED) STANDAIRD INSULATION
A= 10" G= 32" j
DRAWN BY SCALE
8= 2411 D= 20" M.P. I,..o�
2000 pds/sq,.ft ASSUMED GROUND LOAD
CAPACITY. FOR LE55ER CAPACITY, TYPICAL WALL SECTION PLAN NO. DATE SHEET NO.
CONTRACTOR MUST ADJUST FOOTING qA
DIMENSIONS. SIDING - IIA-il
- f Z2,