PLANStt
18' -i"
2x8
Joint 5
to 22' -0"
Joint 3
i nF
22' -11 ., to
,■LJofnt 3
26' -0"
Joint 2
Joint 7
Joint 2
Joint 7
Joint I
Joint 7
Joint 7
Joint 1
Joint 1
to 22' - 0"
22' -
Q-42 Sanford a 1 -P-
JOINT I
JOINT
1 1/4"
JOINT 4
-1/8"
JOINT
copyright
TRUSS
LUMBER shall be of a structural grade with a minimum
ma u era of elasticity of 1,540,000 p.s.l., extreme fiber
stress In bending of 1500 p.t.l. and compression parallel
to grain of 1200 p.s.l.
DESIGN FOR GIRDER TRUSS UP TO 34' -0"
Live and dead bad on roof 45 sq. ft.
Dead bad on ceiling 10 sq. ft.
Total design load 55 sq. ft.
NOTE: 33 -1/3% allowable unit stress increae for
7 -3✓4•'1 JOINT 3
sanFord
• Joint 4
up_ 14'-0"
Joint 3
1 Joint 3
Joint 3
12
2.5
1 _
2.5
Joint 2
Joint 2
2.5/12 SLOPE
One member For each
20' -0• of supported span.
One member for each
1T -0" of supported span.
2.5
Joint 1
12
One member for each 2.5
10' -0• of supported span
NOTE: CAMBER BOTTOM CHORD
OF GIRDER TO MATCH ADJACENT
TRUSSES
12
2.5
One member for each
9' -0" of supported span.
18'- 1"
to 22' - 0" Two member
irder
Supported
Trusses
1111
One member.
Girder
--S rt ed
Tr u sses
1925
1320
1240
2100
a T
L
l
940017
1925
e
2100
18'-0"
14200
a
s s Diagram 2
Stress Diagram
1350
Truss Diagram
Stress Diagram 14
1
Truss Diagram
1 2140 1650
26r-1r
Stress Diagram g 14250 ir
Truss Diagram
Truss Diagram
Stress Diagram. g
i
T R U
10,E
l0 000
1 1650 1
I i
1 1730 1 2100
5000
9100
a —
b
•
1350
1320
Y
8 —
a
b
T g
1240
a I
b
f '^
R
9
4' -
S-90 Sanford Gri- P-Late
21" Sanford Splice
SANFORD TRUSS I•4ANGER
T ''r Two 1/2" diameter 24" s 24" P4.
I I carriage bolts I .I
Length to suit
Number of Membeg _
Bottom chord of Girder Hangers 24" o.c.
SANFORD G R I - P -LATE S
SANFORD GRI -P- LATES, pressed into each side of
TRUSS face, shall be 20 gage (.0359) galvanized
steel, perforated with 1/4" deep triangular teeth to
form the gripping surface and having position nail
holes pierced approximately 2" o.c.
POSITION NAILS, driven through each of the post
lion nofl m s all be 1 -1/2" long annular ring
shank .120 diameter, 9/32" head,
0
a. carol
s
W
N
0
n
INT 14
JO T 18
JOINT 14
4-C
X4 B 8
JOINT 19
JOINT 15
- 1.1
JOINT 20
(
JOINT 5
Rene se )
JOINT 21 JOi
2 Trusses required - Spike together with 16 d spikes
approximately 12" o.c.
Cambe Bottom Chord 3/8" At Center
Camber Bottom Chord 3,
Camber Bottom Char
T 20
JOINT 17
JOINT 11
JOINT 8
2 4B
JO T 10
3/8
' At Center
JOINT 12
JO1
2X
Cam' r Bottom Chord 3/8" At Center
JOINT 5
JOINT 16 JOINT 7
JOINT 3
2X 2X4- JOINT
JOINT 3
JOINT 3
4
2 X 4 C
JOINT 8
l' -0"
JOINT 5
9' - 0"
2 X 4 A
NOTE: For more complete runs details
see file no. K -120 - 26 - 2. - 55
2 X 4 A
Camber Bottom Chord 3/8" At Center
W � �'' ,, J T -119 Sanford Gri -P -late 19'.- 9" to 24' - 8"
(ALTERNATE JOINT 16) T -147 Sanford Gri -P -late 24' - 9" to 26' - 8"
S A N F O R D
}JSt only 1, VAC,
5' -0., e]. , Sir esS x 024, 11}11' .'865/ no/ 7751 7751
48( b I° id I e 3
12
2.5 26' -0"
NCI
s'
JOIN
sESIGN FOR HIP 11
S et 5' -0" from end wall
DESIGN FOR HIP 1 2
Spaced 24" o.c.
JOINT 2
DESIGN FOR HIP 1 3
Spaced 24" o.c.
JOINT 2
DESIGN FOR HIP 04
Spaced 24" o.c.
JOINT 1
DESIGN FOR TRUSS
Spaced 24" o.c.
2
1
1450IC
5,6
15051T
12
12
2.5
X2.5
2.5
12 '
2. t',
Truss Diagram
2 9680
11 5
2.5 12 SLOPE - 19'9" to 26'
4000
13,55
3851 495 660
220 1 c 1 d I °
b
12 2
a
Truss Diagram
b
495
b
592 510
j12 01G 3
4,5 lsr7 •
9 00 , C
4401
d
605
3051
b
a
Truss Diagram
1
715
1
1
3
K -I20
TRUSS
26' -0"
1
5 5 2 5 4 , 48534
12 00 /c 2 500
525 525
d
4
4
5920 5800
Stress Diagram
26' -0"
00
15
9680
Stress Dla9ram
495
605
385
Stress Diagram
55
4125
5425 4020
Stress Diagram
715
Stress Diagram
480
220
k�
275
300
385
a-
ba:
91 SanfordGri -P -Late
24' -1" to 26' -8" —
H-77 Sanford Grl -P -Late
19' -9" to 24' -0" - `
��JOI N T 4
9" Sanford Tee
7 Position Nails
2X4 Block
21" Sanford ince Plate
17 Position Nails
SPANS — HIP SET
1 -1/2" "
Q-42 Sanford Gri -P -Late
JOINT 7
1 -7/16 " • �Fl T I
1 1 1/2"
Q -2 Sanford Gri -P -Late
JOINT 13
Q -9 Sanford Gri -P -Late
JOINT 16
K -33 Sanford Grl -P -Late
JOINT 19
SANFORD GRI - P - LATES
copyright
1 H -105 Sanford Gri -P -Late
24' -1" to 26' -8"
H -91 Sanford Gri -P- Late- -1 1-"- 7/8"
19' -9" to 24' -0"
SANFORD GRI -P -LATES pressed into each
side of TRUSS shalrLe 20 gage (.0359)
galvanized steel, perforated with 1/4" deep
triangular teeth to form the gripping surface
and having position nail holes pierced approx.
2" o.c.
POSITION NAILS, driven through each of the
position nail holes, shall be 1 -1/2" long annu-
lar ring shank .120 diameter, 9/32" head.
3 -1/2
JOINT 2
JOINT 5
T -55 Sanford Gri -P -Late
2 -Q -30 Sanford Gri -P -Late
2 -0-30 Sanford Gri -P -Late
1 960
JOINT 14
_12
K -33 Sanford Gri -P -Late
T -55 Sanford Gri -P -Late
4-5/8" J O I N T 17
JOINT 20
o carol
sanfo
1/2"
0-30 Sanford Gri -P -Late
JOINT 6
Q -30 Sanford Gri -P -Late
T -55 Sanford Gr -P -Late
9" Sanford Tee
7 Position Nails
JOINT 12
Q -42 Sanford Gri -P -late
1 -1/
JOINT 15
Q -42 Sanford Gri -P \
Q -18 S. G. P. _ - 11 - Q-2 S P `)
2 x 2 Block -
I Q-18 S. G. 9.
1 S - 170 Sanford Gri -P -late
1-1/2' JOINT 21
2 -1/4"
1 -5/8" Blocck
Fi
4,
5 -90 Sanford Gri-P-Lote 3 -Q -30 Sanford Gri -P -Late
LUMBER shall Le of a structural grade with a minimum Modulus
oo i E1 l ii c i ty of 1,540,000 p . s . i , for B, and 1, 760, 000 p . s . i .
for A,C, and D and a minimum allowable extreme fiber stress in
Lending of 1200 p.s.1. for A, 750 p.s.i. for B, 1500 p.s.i, for
C and 850 p . s . i . for D
DESIGN FOR TRUSS & HIP TRUSSES - 19' -9" TO 26' -8" SPAN
Live and deed loads on roof - 45 p.s.f.
Dead load on ceiling - 10 p.s.f.
Total design load - 55 p.s.f.
Note: 33 -1/3% allowable unit stress increase for short time
loading.
{
0
N
Std. truss
this side
S A N F O R D G R I - P -LATE S
SANFORD GRI- P- LATES, pressed into each
side of TRUSS face, shall be 20 gage (.0359)
galvanized steel, perforated with 1/4" deep
triangular teeth to form the gripping surface
and having position nail holes pierced approx.
2" o.c . (2.225 teeth per square inch)
POSITION NAILS, driven through each of the
position nail holes, shall be 1 -1/2" long annu-
lar ring shank .120 diameter, 9/32" head,
LUMBER as marked with allowable unit stresses of:
c - 1200 p.s.i. Compression parallel to grain
f - 1500 p.s.i. Extreme fiber in bending
e - 1,600,000 p.s.i. Modulus of Elasticity
2 X 4 CONSTRUCTION FIR
c - 660 p.s.i. Compression parallel to grain
f - 850 p.s.i. Extreme fiber in bending
e - 1,600,000p.s.i. Modulus of Elasticity
T - 147 Sanford Gri -P -Late
S A
T -55 Sanford Gri -P -Late
X4 I
10*( 1:i': In 01r1a Ind 8roivat
;ariliti3s, u33 only 1, 1500f,
sr 301'I, ilrais grid i lumber,
So
Q -42 Sanford Gri -P -Late
(6' -0" to 6' -9" can't)
DESIGN FOR TRUSS 26' -0" WITH VARYING CANTILEVERS 1' -7" TO 6' -9 "SPACED
c c o
8 c 3 u
NOTE: 33 -1/3% Allowable unit
stress increase for short time loading.
here Pin
12
or 75 f Fr
CAMBER BOTTOM CHORD 3/8" AT CENTER
FORD
a
1,2
Q -42
H -91 Sanford
ri -P -Late
o c
�
u u . u o O'
v a,
t
' ,
ice' ;o Ln o
c t d.4 3 °
19' -3" 6' -9"
23'-2"
Live and dead Toad on roof 45 psf
Dead load on ceiling 10 psf
ianford Gri -P -Late
3
STRESS DIAGRAM
Total design load 55 sq. ft.
w ed
h
Max Moment
Over 1' -7"
6'- 0
6' -0" to 6' -9"
copyright 1958
-Q--42 Sanford g
ri -P -Late
S -90 Sanford Gri -P -Late
T' 2' -10" up to 6' -0"
a.
2740'C Max) 8 6
X 4 Construc
2 tio
2 X 4 1 Southem
H -91 Sanford Gri -P -Late
1' -7" and under-
up to 2 ' -1 a " to inside of
2 X 4 plate
Q -18 Sanford Gri -P -Late
Q -54 Sanford Gri -P -Late
carol
4 .vpto2' -0 "over
hang
K -120
TRUSS
san or
7
0
M
- o
0
d
0
v
e.
....**".•
i
• ,
T.;
.4
2-6 7(e
• . 1
— ," - 7 1. ..; — :. - z• - ••=7.=.- - zzzz•; — , — ..Z. , 47:4 - 7 r. -- 4:-. — — ...— — 1. !kit .
.„. ....... ...... .... : ts,
t..
e 14 •
i 0
. i 0
------ -,- -,,... - ... - _ ...
•
•
•
1
• 1
I 1 1 (•" -- 211 r
174 C
. •
• ' • .
,. •
rt
2
, •1
s it
-- .-
1
Vi??
.
N - 2 r
. 1
•,
4 , 7 5 /14 .
cpc_IK tt?,„i, 7
I CD
ck
4
—7 4
e/C7i2 • -r{ -
: r*. t 1'
.114
SEE, Efira StE1 Ie
1?,USS A f r
3 is is ss is
ES
,
, , .. .. .. ......
fi It El u • ii - ti '
fi , 3 , it ft
it it . '
it t- ii II if El
131■10E3 filliSS it it k t it ,
VAI.LEY flit...It:41E11S ii ii it it -
CAIIIII.EVEtti itI li (I
liSS . (4 ii
, .... • 4 , .e. 41
SPECIAL kNO irluss " ,, 11 ll
Slid ffiliSS t' 11 11 II
......1...•....
(3 WillIANGS it it it it
filISCEIIANEOUS " it ii ii ,
HEMAiiKS
- r(P1CAL OVERHANG
y
2 o /1(..
A V.
•
:7. 7 : 7 .7 `..7 77 .. .
---- "*„2 . x 4
. '1(1) k ti 3 Wif
re
- 1'01 f . if
ANCAiORS 0 R TOP I;IIORC.43
NOTE:: TRUSSES MUST NOT
/WAR ON ANY INTRO
WAL1. OR PARTITION
DE:SIGNE!) 1
SAME.
:.," .ti t v , ,,,, I ' s.' c, ,
,t ;(
i 1 4 , .,:.. yi ., t ,...
e
1
. 1) -1,:) ,.....:y) ta
4 r3 0 H. 2.7111. PA 'AM!, L;\
1 i I 6.
.*
:iii: ----- - .._.. . .. , ... .. _
. v 0 -:,...i ff.. '. V.:.::: . ,- : .
--)
A m
(Z; V. • 2
?`?
0 rtAw
1
•
'37/77W rV7:57
ft ,
f'{ 2 Y y_..1.../ l _._
1 r' t . C 4 .- •
a uw :. a rria..^sar : sue"... - -" ..r.,r`_. +.� :.:- zr =ca��..
W?
Do R_ . SCR nk N
REcivrA )
4CR — l - .
. 1
)4 JA »
4 L.. ouv t2
441 7
l=L y Ce 1IA t:t.,
•>- � s ;�
�xA vE_4 J .
3
L iseiApt - t ;fARtt�y
t ,
4'Ors, rot 7'F Yie,
L. i o'' . :.
I 13 EE p M
1"% 1 r . STS, (n14.,S)• 11,•
o•£. a !2 o•t. VN,p`.(4 13 1)TA
1 rt Ur PArLT. - t3R14!..E
or tc. CA. f3AY.
q
fc'3
4 0 # t , t. s _t + t c.
cagt. t314, •
'"I).1.. ;,T .. 2 ;t r'
/1°V t / :4
: -.,,r w 7, •
/•-' 3 ' 0144: 04.3, --
_G, I
/ °
';a
1`V, ANT.
- L ` .01; . Lb r Os At.6. l) OF 1.yr 11, r31rC- X'l, rl {•Sf')Ae1 o.
. /! P. yo St t� fJriR q l'.(. Ai24 rt?oir , . i.,
�Af,�. 51se,ei.c s S�: tr)!t t • P 3
\ A i r o t. 4 ,7 i'J % ; f3 k G- t ii t'� - r ,,, !•. S, vJ . c..1 . , ) °s :) T 1 ? , - r r. t %/ c ;: r.e ) ,-i
DE Sc(t1 �F .: 4 r �.i u `: 9 l3 I"�tltw !vu ^J r �` r
4R . r-4 . A" O fi }e. 0F 1).?, S'' Feir TO /t.taR4 L a t 6, r d
, 1.- '' t 4 Ltf.+t qa E. I' i' ; of - 5 i Ile, � � ht' 4,,s 1 re' r, rr{tE' ' 04.'' rN A S)rrP4 .
a, ?I NS
. F ` . t t*t A Di $ r.'41 c r.. 0P r'q, 6•, 'Flfi: ro 1 h 0 savtk 4. 'f J`;
l?13 \ r w41` 13 A Ot_ - : 4 !n At.-r -4 (. f t .),. 4 c f
t_ bf. t3 �i't4Pr.ct: . ' R'Jtr 1 '.4 r a sa t,�JE v
,o043t.t .G cst;tl , )r , ?ASE tours i t4, .>?s') . ' ° ..
U (.. r4
OAK t'Inse
S{LL'S OL,? ,T ., r r^ fLitL .
. G1i 1.1;,tFi -
A.c y�ut
f
C. et
e, 1.
to 21 "x.l, .-
`))4Jtb. C4.40, Slot%
/ 4r-'I {
..r.' G-P45 ‘ v ".
i
W 11 ti
qn•r
t 4 7 h
Q•TitE
ST EPS '
w
c) 0- k
,5 c. A t.. e' .)-*/
IT
„5."
ALIO
F FtrJ, A5 (R
( aST
c _ 1 _
- t - ...
t.t •
! 2 -33
G .M. _ f=.t. l i .` Pi.A c
E , tRe�
�!' §�, tit' . J LtStrC LF.'J L F4at1 }„
• L.tGNf
4'sAt.
° -L
(t r� A r c t (1 35v er
K■rc,“i1/)
to +u r E° y yY
cot-it LtE �KAN T M1S .4r Ay.
IS -V- !',roRt rail O
Tr,
c& at. t3:ERA , (To At s.3-
F tt STMA%.) FRo,1. "Y. rti x
S` :v t t-) 1 P1'444;4:1.1.
Ovt;R ki. /T( F)'o };
e' 4"
(; L E c r R t (A t. i-,I r- a rt
- - - R,A.!� � Tt ur1 t n1 : ...,., WLi >�?,t3. � 1r'Cr�. V.9.
eia:.. z _ _ ; . ' °y ,� }L try ~I 5� ` C?�/a'3� 12a
14 6
,:.__ . o - - „ „ „ � 120
G�(1L. 1 ,4 Yv At Stl,j± ,k'Fgs. L -. .__ _:....- -1. � 1 ' 1 J ;
r t()., { , 15 ? _ '� tt s i i ,1; ,.-_._ ,- - - + 4 " _w -. _ .. _
4'.... 1'3 1 w t -4 w. is a 46
•
c,tt2t / &iLs r0 toJri
k
t
1
A
a
c - ____ ta . A c M1" s•ao.sc;(.a.xF �' .:.._ ` _ l_ P. __ >.. _.._.
y rttrc, 2 v - A t a < _ 13QV£ Z 3 tiro /tr •,-` r3
1 RC' I 1-. b' x$ r' t:'' li � _- .... _ a ,` { ‘ 1
_4 t G F. 1;44.,1k ,,,,,t.. .iSC.:r. k !..: a `w Q.. . 'L"..., - T%'f /; - s _.......
•
C,C2�Iiaurr� Acj ?v� A
F _ u Fi, .Sicpr. �Colt'r 0r +t Y.
•? 1 ?sLOti
;a-. T.
2
A •f.
ri'
„1
•
!_ -
0
if .. (2'
t B +_+rf
f - .1. clr
{
IN') 1 A t"`1 t ' f t
u!(,4 53 r JEtfl 1
1 t1t X I Y •'1, T , O' 4 4/ -,4 f'�
i r
i
Arne" 'Flt ,
5T tl
t✓`t1. l
t • ”,) .... t
3( 1L t Ca) C iiti
56' 1 111 1 ; f1 M
Y ;t. A? ".1 Y. E41i
• 4 . , 4taa,f :k ri r ',a��rE�
LATto i "EASi
9lt
s t tit e: < u :y ,
12 •
r 5rtt.. E
.t sy.;. G_rt, Let)). 1yrA1.
CIA
e Ftiiiat f_ivTir
!) -
«cu: r`i '( :. 5flrE417tfr&
i9�S 5`
t
1; :3 l,�tr.
; ');kAuJ t'4t)
(it!AS1 ut��aK�r,�
:last ! fro SV(A
pr,
Et2r1 tv
( (.6 T
5 fit)tJr
►z" coArt • tat. 4.
r s „ 6 C .�
d /
t„` btu ), , PLAT r` 11
r
0! 1 I t' •F CS.NY..tt+!, "f
ro.o) tI S 4i cps
?M5.
1tt 17:
.r1-4 *4R, , ) , t1
• ' l
�:�.
•
4 c4�J s t-•'j t3 v,. t, 4"4- tcc h
&) "..11
�attr55 cA1JiC
i VS {Ut� { �,t
k 4+kV :'
v..1+ si ' 4AP t
c.0 4
F1 t�Ettr.
r`txM steels •+3e'ar o r
Stiuo4 ±9t %;2(4 4. ARE
Atuc.
•
r ice. {
►S 4 !: ar e Kr: rz) ;at
Ar &e . e x • r} ti/N;
ti „1 4:
Am I
t
•
,
. •
*,•••■••••f.. • ....•■••••
1 1 CAkt
r T _
tA,) - r_" L ce'
.V.V1i Se,
...,...., 4 ' •
'•111%.•
' • t•.- `'
• ‘i t s:
k
-
I •.,.., .1
i i
1 i .. . .
. i , i, -.,,,.-.- •
. .
L .,
'-----....
.
,.....,-..--,..-,-.^ -•-"*".'"'—'-''''- I 'IQ . ., 4* ii .
- , — • - % - _ ..,tv,, IGR,,, _ , -t -------%------ _ ,,,,-...) 4 1 i
— - .. - •
_ ..,
, • 4 vt 114 r
• ,4
4
- /S lo• XF2 " 01 r
-1` f..• (.1 •
(
1: ---,...' ‘-1
' 0 ..., i. a 6 ' .1 r f 0 011.Y j$ q' L I . PM, TA r
IQ
' - ' - . ' 1 - - F,R. I 1 t et•b,f 4.
i I
iTtri rr '
F
FACIA •
r Z .'. pLA
$
_ - -4- I rail
" 3 PiPE t- , .1 s. $ . kI• •
_,...-i,
CI . V3d t0 ',) - 4.' - ' *
+
G e. •). a A T H( if C A "I t' ( 3 rt. 1 Ct ". 1 6, ',..
.0".
R ootA es oc-k)c.‘,-;
• .
t\ta E L T. Cif\ btA A„,
r'\ 'n '.' 5 OP,
' ••• 1
.
. .
1
- ... ...,, .,...... .....- — ..... _
-------- - -
-, - l•
..
. •
*,•••■••••f.. • ....•■••••
1 1 CAkt
r T _
tA,) - r_" L ce'
.V.V1i Se,
...,...., 4 ' •
'•111%.•
' • t•.- `'
• ‘i t s:
k
-
I •.,.., .1
i i
1 i .. . .
. i , i, -.,,,.-.- •
. .
L .,
'-----....
.
,.....,-..--,..-,-.^ -•-"*".'"'—'-''''- I 'IQ . ., 4* ii .
- , — • - % - _ ..,tv,, IGR,,, _ , -t -------%------ _ ,,,,-...) 4 1 i
— - .. - •
_ ..,
, • 4 vt 114 r
• ,4
4
- /S lo• XF2 " 01 r
-1` f..• (.1 •
(
1: ---,...' ‘-1
' 0 ..., i. a 6 ' .1 r f 0 011.Y j$ q' L I . PM, TA r
IQ
' - ' - . ' 1 - - F,R. I 1 t et•b,f 4.
i I
iTtri rr '
F
FACIA •
r Z .'. pLA
$
_ - -4- I rail
" 3 PiPE t- , .1 s. $ . kI• •
_,...-i,
CI . V3d t0 ',) - 4.' - ' *
+
G e. •). a A T H( if C A "I t' ( 3 rt. 1 Ct ". 1 6, ',..
.0".
R ootA es oc-k)c.‘,-;
• .
t\ta E L T. Cif\ btA A„,
r'\ 'n '.' 5 OP,
$
„
- 7 4
•
I ;
1 '
•
,
ikt
t JD. F 4, ,•>
•
t-Ar Ttc.E ikroor. 0 0.4-4,-) L!
0 t-i r it I (s. S 'II E IN It I t.,1 tr• i
"' .... - .. ...
l' .774 A . 1 1 A t r. 13;
.
• At-rot,. ri.‘ sv t... , ., .
-....:.; 7. - ,_ _ :,...-.7 3.: 4,..- - - - - - - -.;.., .- -.... „*...-. ..1 - - - - • r • "7
v , •re t. 6 .., r, %ca. ,,,, t ,,,,, ; ... f
...,
f; r
i
, 4,...Af 4'. •-) . 4 . .
L• .
, r ۥ '. 1, 4 T : '4.
, f.., • A rt r--:/(-/
'..
41t . . -
- q VI , 5•T ir"...\
t.1 Rq•- _
)•14-1- 1
• otraA
- Le-,1"ifti
• ,, *st •
.•
ISA
/ CI , •
$
NH
-
4 1 '
t
.g.ttiN s
1 "•14'.1.';'•*••`)
r ,
0
• t•t
Vt. A 4 4 T
•
-
g (.. tl• ?„/ t , 1,,,.7 e... trt
, , ..f...
-4.
- . - r.
•
$ f"‘ C .i * N $ R Lceir
:::
• e:e.k.4 • , (toe •x• t
1 ,X 1' !!. r ‘•! .
t
.
1 „
, , .. L..... . 4. ....•
, • • 7 , •
.... -4- a
. ....t.,
, , , • -
7 ' ' . • • '. ,' • -
• , . ■
w
- , , . . .
. 4. .....
. ..... • . • .
. . . • .. .
...• . .. - „ •
. • ••
. , . . .
i . • •
. ' ..' '.
. .1i .
• - ,_ , .. 777 ' „ . ••
, .... . ....--
, .
. .
• . . . • -
ti•
' A s a•
Pt..., -.It
f
I t■ 14, X. 0 C. A F
4 N.. T
.)
6-t Raots
„r: s..1.4E/vtutt.stiCr_
(rfkrt..** %to 'r• • .
\ - 1 4 4 . c.
- 1 i
v•-..
•
c
„
N.
'
44 • •
1,N
• • q 0
v
t - Ar reeo
• 11(4 i•T 4 4
•
•
Dirr4 i3eAsir
st r • ,
•••••••••••••••
ft.
lo •
LAijS
/ Wit
4 ..■ 41 0
66,
Cow:. ilk tt,rA
/`• 4 coAJ
I r A
A ,
- ir 6 c 9 ri (5 X
c )
. „
?
;.•;
• t
c
—
poktt,..t,
•
•
. ,
LA r 0 4 z
(7
4
•
•
LA-a Ikt.S A
0 4 r
- - „, ,
. . ;-...::•1.-2i,,-
...-....... ,______, A s 8. ‘ ; 1' . 1. -r
. ''':‘
, t -..\--
, 1-rEAi.T.4 -- c ... SL..A. t3:":... ,
4.-kt - :.
f,) Tir.. -
_ - - t:LT ., ” ,,, 4 ' , ...1,) ,... !::! , ;: 7 -
- •— j - 4
..s.:...,„ ______,_............__ --, ,- ,.
'
4 - 1 J r —._.
. •
,.•
___ t."--,i.,..i.,..f•-
•."..... ...
.
4." ctit,s. Sr....Ac.5
• • ,-,!......
. • v .' 1 51. ..1 • ' 1 1 5 a i* .) e- ..t. .... :
• •
0 ' , . •
*
(• 1`) , r ,
`J/ " •
3 2
a
(.3 e Ac- ;
e *T. L • • v 4 •• - - 4 te 1 .1k •
6
•
•
4 cat-
I3t.ot.tc
,
-
, s 1 ic
4.1. t
FYA}0
•
4 t•or`it.
N
f
. 1, , V T •I
I
A1? r ‘ ; % 5 m i 1 ; 4 T S 41
1 AC t:f ■
1
rfikt:
ri 0;4
M r'N
r 4.4
j;
t "
'
Ai Oum
•.• • o •
rt
■
' 03/J
`•,;• -
1 •'• .."3 •
OAt'
77 1
3 L. :1 •
•
4
•
•
t; Sat Ft'r
3 —
F Ik II
•••• COST
•
- co . • - • •
, •
)%.
. • -
I (.1 y . (rJ , F , • •
• 4 fet... I "
1
•
11A6c3I.
A.
z 16
).,_
A, ,t j, A , y x 1 - 5' • - ,
3i- L. iacd))), ii
- • 1 k i
r 3.- 4 4 1 C• A ' —
, , . ),( LC . 11 r . .
•
•••
•
• ■ , ' •
1 •
..
;
cir4 r I+ ,
/ ' 4 ;Tri.,f1$1-tifr.t
•X")" 13q0,E)
10- ,c.
1.-100
0:
Frit:tit
$. I s!.Aft,
•
.. -
'4.," c .)#.“•,,
VIE ter.
1-0- e 4 `
Or 4
•
3-
.fro?. •
ote•
r t.t`t:1 7 ,tia 7 1 7 , eat:
Lt l x
•
•
•
•
a 5 e
kr /I r.a
t I - '•J A
• .f•
f ' ) • - SHEET
A t...0 t '
7 •- 7
•
10114 PRINitU QM NO. 100014 cLLAR/RmNt
■._5a. C) 2_1 pi' lorl
L_O r ►� _ J p0GLn0J1 1), L 21,
Il\t.;:NbEi) oG AtAJAt fAlosi64
:ca�lorl t , ?\4t {' G kO
12 - Ecutz,;5 or Cit%) 4 ' 0 ' 4 t\ Ft-h.
-)1 tr-_,) 11
>V1u Gorir)Is loxi5 Foorto To fit' Ad.E ���n�S
I-) 4vQpG2_r De') Lo' a F- 24,0° RsF,
•
- -�-' v
G iZoU t b !✓txVA I I o,.1
tieQ4w ((_ foci, Lt..l_44J 1 "•r,151 - "lr1` 1
cY CtZI} 4).1•
14yi.,t4:) 1 1:. ti
u.ida() ' I J�tlVrl.
IS
fa
LUI
S• R.
Cc Ew.
('
IC L .
1 MI Of MI
u iitT
•
R
Ou
i 0
M
., •
•
•
BOARD: NO.
r1
•
• •
:1
• •
•
•
1
13
p4 +ll
• 1 •
LIGHT: 41' UL APRVD. IIOV
r
•
'HIGH
• a . ►
• I►
•
•
•
1
r
A
•
•
r
1
:11
slz
5
TILE 5 Z In
C
DECK
OIL
50
PR
ST
Y: GoH.
CUP ANCHORS
GRAB RAILS
RS.:,
• t •V•
• EMOVEO
E 5
X r '1
0
N
Cowl',
TIME CLOCK: Cowl',
❑ 0 • ❑
FRESH WATER: FILL UNE
❑
ke
❑
65
vR❑
R
STO NE
• c.h }. ❑ OWNER
v: c pair.
3 -T LADDER
OWNER
USED ON SITE ❑ OTHER
LF PVC SC 40 SLIDE LINE SIZE
LF PVC BACKWASH LINE SIZE
FILTER' ` 1 A qb NSF APPROVED N0. �JS1-
OWNER
la V
INLETS: NO. 5 DIRECTIONAL FLOW
F ILLSPOUT
' COLOR:
COLOR:
OTHE
1.
SKi." .b 41v. AriA
MAi►� O►AiN
:2' PVt. pi?
EM
MTti ROY( won Ana NEIL G • V t ` C S
POINT PLUG TRCN MAIN DRAIN MO •" Tilt -
AnACN AUX. PUI -
UVTTINO POOL.
CRATE SMALL It SUMO IN
NJ
PLACE SO AT TOOLS ARE
IEGUIREO FOR REMOVAL.
�o o f 1..) r "Co B t
t \ *Qof ti
Gko,o�ttr
0oo4 8.c•.
MIMMER.
' q ,
wI11n MAIM
PtASTEN miss.
THREADED PIA PIA
MP
10 PU
TYPICAL WALL SECTION 8 WELL POINT
NO •CLLE
Al
PYS5bLav
REMUS UM(
JUNCTION 101
Matti ALL POOL
■IPINO P.Y.C.
.ATC
PIPING SCHEMATIC Ec
N• ALI
MOM POOL PUM► MOTOR
LOC. AWVE GRADE.
MANUAL MOT. STARTU SW.
PUMP MOTOR
w" MASS 01 RIGID KC101%
CONDUIT IN POOL AREA
NROUNO ALL LOXES, LIMY. MOTOR, LTC. Y1/0 /I a mitt.
ELECTRICAL DIAGRAM
NO KALE
DM
PLASTIC MAIN IN
TYPICAL SECTION THRU POOL
NO KALI
W IN ► CA$
IIE
I IS IN 10N0 SLAM
#3 ® /t^'o.C.
FOR POOLS OVER •'0"
DEEP ADO 01 CQYt
IIARS @ Cie AS MOWN.
•.•
SMarti FOM/ OR
AFT
KA MALE.
.\ A1\ Plc".
...� 1.1vtts6
V !\Ytvw■yQ.
Uo\ t.d•
CHARLES C. MITCHELL; P.s
CONSULTING ENGINES
1871 N.E.167th 5T
NORTH MIAMI 8EA
TEL 9 45 -0a .
1 ,
G E J
S C
E
COLOR
S•
BACKWASH T0: SAN. SEWER ❑ IRRIGATION .
OTHER ❑
POOL CAPACITY: /e' '`'GALLONS OF WATER
PUMP FLOW: S` GPM FILTER RATE 64GPM
TURNOVER RATE: ` HOURS
INCLUDED , WHERE REQUIRED BY MUNICIPAL CODES
FENCING PER CITY CODE (BY OWNER)
ANTI-SYPHON VALVE FOR FILL LINE
PUMP: "- R`Tc, 1 HP.110- IZOV
NSF . APPROVED . PUMP NO.
SKIMMER(
LF • SC
BOILER
HEATER
SLIDE
CHLORINATOR:
SCALE. F IIj ' � 0 "
OATte Aov . e:
POOL
SPECIFICATIONS
❑ OTT.av`s ❑
ELM, ❑ _A.E. I f
G ovf,�• r • L ► ,; ❑
POOL PLUMBING
SKIMMER LINE: SIZE Z
LF PVC SC 40 RE TURN LINE' 5 ZE OE.
LF PVC SC 40 MAIN GRAIN LINE :SIZE 2. n
LF PVC SC 40 FILL LINE SIZE
POOL EQUIPMENT
RE4'0. NSF APPROVED U-3
NO.
AUTOMATIC CLEANING SYSTEM TYPE: f T+okliM .
6 \VIJA /iw L, Poo L-, -6Y1
APPRQVIO BYI
11\.l , Iktw. >;.b o' b 01`mstA .
2115 N.� cv5
000 BTU
000 BTU
Q 1 n'
Syae.%N.4t5 roc. eolerk ea. z., t . 0 i
'4 1
11
DRAWN SY
RICIIIY[p
DRAWING NUM's tit
cr- 2.