705 NE 92 St (8)13.34, 6-53.-42
Oedlo.; /
43v,07 /965
;�st�so •
.8
leo
ZONING, ZONED STREET LINES, SET-
BACKS, UNDERGROUND TO BE
VERIFIED AND / OR OBTAINED BY
OWNER, ARCHITECT OR BUILDER BE-
FORE DESIGN OR CONSTRUCTION.
ALL OVER FLORIDA
r✓
6\
I HEREBY CERTIFY: That this SKETCH
OF SURVEY of the above - described
property is true and correct, to
the best of my knowledge and belief,
as "recently surveyed and platted
under my direction, //
_
0 0 0 0 0 0 0 0 0 0 OG 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 �
ri i
Eugene Ca es
Reg„.. Land Surveyor X1025
State. of Florida
w ax
+51 r°
UOENS DENS 3 & ASSOC.
Land Surveyors & Engineers
2115 Coral Way
Miami, Fla, 33145
Phone: 4 343 --8007
MIAMI SHORES VILLAGE, FLA.
SKETCH OF SURVEY
A portion of Lots 22 and 23 Blook
63, "MIAt'MI SHORES SECTION NO. 3 ",
according to the Plat thereof,
recorded in Plat Book 10, at Page 37,
of the Publio Records of Dade County,
Florida; more particularly described
as follows:
BEGIN at a point 25 feet East of the
Southwest corner of said Lot 22,
thence go East , along the South
line of said Blook 63, for a distance
of 75 feet , to the Southeast corner
of said Lot 23; thence go Northwest-
erly, for a distance of 135 feet, to
a point on the North line of said
Lot 23, being 36 feet West of the
Northeast corner of said Lot 23;
thence go West for a distance of
57 feet, to a point being on the
North line of said Lot 22, and 7 feet
East of the Northwest corner of
said Lot 22; thence go Southeasterly
for a distance of 131,23 feet to
the POINT OF BEGINNING,
/1
Dense So. Me
1 1 K.D. So. Plea
o 1. Str. Fir
SeI. Str. Hemlock
DESIGN FOR TRUSS SPANS up to 34' — 8" SPACED 2' - 0"-o.c.
FORCE DIAGRAM
NOTE: All web members to be 2 x 4
#2 Southern Pine, Const. Fir or Const.
Hemlock or 2 x 3 #2 Southern Pine,
1200f Ind. Doug. Fir or 1200f Ind.
Hemlock.
1 /4' Butt point
T -880 Sanford Grip- Master
1500f Ind.Do c,g_Fir . 34' -8" 34' -8"
1/4"
3"
ALTERNATE JOINT
Overall spans are based on the use of a 4" nominal width of bearing, up to 8" of bearing width widttlicy be used which will permit an increase in the maximum overall s
Chor�
LUMBERR• Max. 2 x 4 Top 2 x 4 atm. LUMBER: Max. 2 x 4 Top 2 x 4 Btm. LUMBER: Max. 2 4 Top
Overall Spans Chord Chord Overall Sports Chord Chord Overall Spans C ord
15001 Ind. Hemlock
/2K. D. So. Pine
1 2 Southern Pine
12001 Ind. Doug. Fir
/1 Southern Pine 34' -8" 34'-8" 12001 Ind. Hemlock
T -525 Grip-Master
Butt Joint
550 Grip - Master (5 x 10)
Provide 1/2" Camber.
32' -8
11
34' -8"
DESIGN LOADING
Roof 45 psf.
Ceiling 10 psf.
Total 55 psf,
Load Duration Factor
33 -1/3% increase
1 -1/2" 315 Grip- Master
(3 x 5)
`tom 2 "
1 -1/2"
R
ir Maximum moisture content of lumber
shall be 19% at time of fabrication.
DATE: May 10, 1963
790
FILE NO.
KGM - 34 - 3 - 55(MP)
1525 #T
510#
520#
51 d
pll G
# C�56g�� 38, dr t
1 �0�910 #T 1 0# 140
710 #C
340# b
° 6125 #T
9
•
- 5/16"
315 Grip- Master (3 x 5) Equal areas
L/4
505#
Equal areas
/utt Joint
535 Grip- Master (5 x 7)
ALTERNATE JOINT
SANFORD GRIP - MASTER PLATES, applied to
both faces of true at each joint, sha be 20 gauge
corrugoted galvanized steal, with four 3/8" hooked
crimped teeth per square inch of gripping surface.
Connector Plate safe working loads:
Code: DADE
NO NAILS Pine or Fir.
165 psi
Hemlock
34' - 0" Clear span
3 -3/8"
1/6
345 Grip- Master (3 x 15)
505#
340#
J
Upon request, any public out -
,v1ll !,e suppled a copy of
Cesign tearing an mp:essv.n
copyright 1 ?63 sonk.rd
1 1
Ita
O r.
z
0
to
0
110
1
LUMBER: Max:
Overall Spans
/1 Demo So. Pin.
h X.D. So. Pin.
S.I. Str. fir
S.1. Str. Hemlock
1 1 Southern Pins
15001 Ind. Doug. Fir
DESIGN FOR TRUSS to 23' - 8"
3
FORCE DIAGRAM
NOTE: All web members to be 2 x 3 or 2 x 4
I/1 Southern Pine, 1500f Ind. Fir or 1500f Ind.
Hemlock.
T -864 Sanford Grip - Master
1 /4"
ALTERNATE JOINT
2 x 4 Top
Chord
p
23' - 8"
23' -
11
2
Chord
23' -
23'-
11
11
a —
b
N
c 7
h �
LUMBER: Max.
Ov.ra I i Spans
15001 Ind. Hemlock
1 2K.D. So. Pins
1 2 Southern Pine
12001 Ind. Dove: Fir
1
2001 Ind. Hemlock
23
SPANS - SPACED
2' 0"
ESIIdN LOADING
Roof 45 psf .
Coiling 10 psf .
Total 55 psf
Loud Duration Factor
33-1/3%
321 Sanford Grip- Master (3 x 7
ALTERNATE JOINT
T520 Sanford Grip - Master
0 " 3545 Sanford Grip - Master
(5'5 x 9) CAMBER 3/8"
OVERALL SPANS are based on a nominal4" bearing
2Chord p ?Chorltm
8" 23' -
8
LUMBER: rll Spans
4 oordop
a
Equal areas
cord'"
Maximum moisture content of lumber
shall be 19% at time of fabrication.
DATE: 4 - 25 - 63
revised: 5 - 28 - 63
39 Sanford Grip - Master
(3 x 3)
NO NAILS
12
-��
FILE NO. KGM- 23 -3 -55
SANFORD GRIP- MASTER PLATES, opplld to
6th Fora of truss of each loint, shall be 20 gouge
corrvgohd galvanised steel, with low 3/11" hooksd
crimped teeth per square inch of gripping surfoc..
Connector Plot* safe working loads:
Cods Dade
Pine or FIr j 165 p si
Hem loc k : p
730IT
520" d 5201
380 0' b I g i} ,, I 1C4
il
3655 C 1 � C
A 35407 2304 h
R 23' - 0" Clear Span J
CERTIFICATE
No. 6911
STATE OF I
FLORIDA ��
RED E
327 Sanford Grip - Maste
(3 x 9) OC
5/16"
Equal arias
widths and may be increased up to 8" with nominal 8" bearings.
l'pon pv^I ou!^orn
I Le super ec o cops os r ^ 's
.es'yn tear on 1Tpiess'on sea'.
snyi 1943 s.afsrd *vas, lss..
DESIGN FOR HIP TRUSS 28' - 9" to 32' - 8" OVERALL -
SETBACK P - 0" FROM END WALL.
LUMBER:
A - 1 2 Southern Pine or Standard Fir
B - 1 1 Southern Pine or 1500f Industrial Fir
C - h Southern Pine, Const. Fir or Const. Hemlock
NOTE: All web members to be 2 x 4 C
NOT!: 33-.1/3% allowoble unit stress
increase for short time loading.
CERTIFICATE co
No. 6911
e.o �S
STATE OF
eo FLORIDA ,'
Upon request, any public authority
.quill Le suppl led a copy of this
design Leariny on impression teal!.
NOTE: Hip thall consist of two (2) trusses. Eoch truss
must have Sanford Grip- Master plates on both faces at
all joints as shown. Trusses shall be fastened together
with 12d nabs at 12" o.c.
330 Sanford
Grip- Master
(3 x 10)
Butt jioint
6 x 24 Sanford Gri-P -late over
11-119 Sanford Gri-P -late
42 Position Nails located exactly
as shown.
2 x 6 A
TWO
324 Sanford
Grip-Master
(3 x 8)
-1:
315 Sanford
Grip- Master
(3 x 5)
Syrnlnetrical about!
cer•,terline 1 ,CAMBER TOP & BOTTOM CHORDS 5/8" AT CENTER
SANFO
SANFORD GRIP- MASTER PLATES oppl'ed to bolt focr ul trcr at each join$, shall 6e 20 •c•pe •o;-
ronia•d stool, .iti, four LTV" ad teeth per p.,ore inch of gripping sot foc• . Position Nails, loca'ea
as shown in pint details ,toll b• 1 -1, 2" loop annular rl-tp db & 120" aloe l2' head, 6 I13"
dion.rer, 1 - 1 ' 2 " lung fl Wet ',sod T. nail; or •y;ua tent sail •ith common bead
CENTERLINES of Sanford Gr 1p - Mower plat• shall b. totaled of joint unrer Glees unless otN•10 • show
Grc'.e [o) denotes point of plots location.
SANFCRD GRIP - MASTER TRUSSES shall be fat,ricaled in ouieyo?e jlf, so that upon co mp'•tion, all
joints Sate fall bear;ng
OVERALL SPANS, m• bard on t1a use of o 4' :om,nol width of bearing, unless other. se she .n .
d
16,200•C
A
3
Symmetrical
about
centerline.
Live and decd o .d on roof 45 psf
Dead load on ceiling 10 psf
Total design load 55 psf
NOTE: Hip designed to carry 238 plf.
EQUAL
2 x 4 B
6
32' - 8"
17,600
NOTE: in Dade and B:a*afd
doltetlw, tee DO dl, 1SOOF
w wean!, tUtta dtadM Ittatb*re
T525 Sanford Grip - Master
210 Sanford
Grip - Master
(2 x 5)
SPACES
324 Sanford
Grip - Muster
(3 x 8)
R
1100
32' - 0" Clear Span
3
c
12,000•C
16,200•T
12
3
1
4
NOTE Otf.r lumber of equal or yeovr sr: es .o1.e moy a substlh,red far snot s',o.n .n r<. kw..
E.r 106'1
CUTS ON ,Eb MEM9ERS, 3xb'• cuts on all •eb w;ll teat or tl• c••'.rli::4 of r'•
n' ss orner.'w sno*n
LATERAL 9RAC,NG OF ' C •CRD: T1 , Ina hos Le•n desip.vd conslde. 6g rl • ton card i1
toter y bra .d rirFsf.ecrhhg aurI: o o' a maxim q,oc; g of 3 - G o c , x la■e,o• oroc Lg
at a ma>imam spoc;y of 3' - 0' o c
FIELD BRACING: Trca m 'w.focru:•t Host f.,, nits nms a ec ■or 0t11 a cosy of ,his ass ;gn 10 oNar•
1,01 all flela bracing os 410 on t!• .Fo.i,g ;s p,00.rly ;nshal!ed
1350•
rn
7' -0"
b
12, 390 rC_
12
FORCE DIAGRAM
345 Sanford Grip- Master
(3 x 15)
8
a
Q
R
m
d
c
b
a -
S A N F O R D T R U S S I N C .
165
D
c
c
4
0.
o.
c
0
0
h
N
C".4
os
0
S
GM `r'
0
c
P. O. Box 1177, Pompano Beach, Florida
DESIGN FOR HIP MEMBER /2 28' - 9 to 32' - 8" OVERALL
SPACED 2' - 0" o.c.
LUMBER:
A - /1 Southern Pine or 1500f Industrial fir
6 - 1 2 Southern Pine or 1200f Industrial Fir
C - /2 Southern Pine, Const. Fir or Const. Hemlock
NOTE: All web members to be 2 x 4 C
39 Sanford
•rip Master
(3 x 3)
R.
M
�P M 441
-t CERTIFICATE Ft`
No. 6911
STATE OF
R`_ FLORIDA ,e,,
(RED EN
Upon request, ony public authority
trill Le suppled o copy of this ,
design bearing an impression seal.
•
TWO EQUAL
Buttl hint
5.70 Sanford Grip- Master
Symmetrical ( (5.5 x 14)
about
centerline
315 Sanford
Grip- Master
(3 x 5)
NOTE: Is Dads sod 8rsword
ilevutIss ess esly fl, 1500f
01 S*ld strut irsded lumber.
•
32' — 8"
2 x 4 A
SPACES
CAMBER TOP & BOTTOM CHORDS 5/8" AT CENTER
A N F
SANFORD GRIP- MASTER PLATES appl'ed to both her of rrur.s at eoch joint, shall be 20 gaup• po;-
.onized sl••T, with lour S.16 Formed !.eth per swore inch of gripping suncu• . Position flails, locoed
a -.torn in pint d•todi hall be 1-10" !o g aroula ri'g shank 120" dio,'.'.,, iri2' Food, 1 111"
diontiyr, 1 -1,7" long fi!!•t l..od T -roil, or •gr■vo'.nt mil with common ',sod
CENTERLINES of Sanford Gip- ,aster plate ..hall be locot.d at ,oint c•m•rlias uniess or!,•. - «ir shorn
Circle to) o•no!r point of phie locorion.
SANFORD GRIP - MASTER. TRUSSES Droll be fobrico.d in o'oqua • jlp♦, r that upon comp'•tion, oil
'Joints !,o • Full tearing
OVERALL SPANS, are Salad on t'• use of o 4" nominal .idth of Lea imp, un!•ss oft...wise shown.
NOTE: 33 -1/3% allowable unit sfress
increase for short time loading.
324 So
Grip-
(3 x 8)
4
Live and dead load on roof 45 psf
Dead load on ceiling 10 psf
Total design food 55 psf
T525 Sanford1 r 4-1/2"
Grip - Master I
ford
o sier
12
x 4
T R
Symmetrical
about
centerline
4
A
NOTE. Other I„mb•r of •wol or Jr tae. .tr., 'airs Hoy he wb.tito.. so. that J.o.n in true
e> Vail.
CUTS ON 'NES MEWIERS, Doub'• curs on all .•o , T.r„E•n wall nett ar H . • rem., Gtr of try
her. :. sN wn
LATERAL BRACING OF TOP CHORD T. i tmre "as La.' Jasi,r•d covic.rl -9 Il roc c!o d o
loterally braced with ,L othi,p, o u r n or o mo.turt,rn woe imp of d' - 0 o c , or lu'ool
at a maximum taring of 3' - 0" o c .
FIELD BRACING: Tr o Han.foUv:q Hsu furnish uuss aeclor with a c op y of in;. cas;pn 'o mutt.
that all field 12,...,9 as ,o•eo o n ire dra•i•g is p'oper!y natal1•o
400 0 395/ d 430
f
6250 1 5140/C 3 � I 6 2501
0 `
9� �C' 2 730 1 C 1 d 30/
5960 T 6040
9' - 0"
m
32' - 0" Cleor Spon
FORCE DIAGRAM
312 Sanford Grip- Master
(3 x 4)
12
3
a.
m
e
d
c
b
a
a
345 Sanford Grip- Master
(3 x 15)
SANFORD TRUSS, INC.
P. O. Box 1177, Pompano Beach, Florida
165
a
0
N
Hat
GM
DESIGN FOR HIP MEMBER 1 3 28' - 9" to 32' - 8" OVERALL -
SPACED 2' 0" o.c.
LUMBER:
A - 1 1 Southern Pine or 1500f Industrial Fir
B 1 2 Southern Pine or 1200f Industrial Fir
C - 1 2 Southern Pine, Coast. Fir or Const. Hemlock
NOTE: All web members to be 2 x 4 C
39 Sanford
Gr i p- Moster
(3 x 3)
Bvttlioint 1
1/4"
550 Salford .Grip - Master
(5x10
Symmetrical
about '
centerline
x 4 A
x 4
S AN.F
NU E: 33-1/3% allowable unit stress
increase for short time loading.
M � q � A/
CERTIFICATE sr'
No. 6911
eN
STATE OF
i o FLORIDA (L,
Upon request, ony public authority
mill be suppled a copy of th :s
design bear■ny an irrpression seal.
NOTES io Ms 114 Brererg t
floretlse. use esti fl, 15001
se egad, stress graded Ismbe,r,
39 Sanford
Grip- Master
(3 x 3)
T525 Sanford
Grip - Master
CAMBER BOTTOM CHORD 5/8" AT CENTER
318 Sonf*rd Grip- Master
(3 x 6)
32' - 8"
SANFORD GRV- .4AAS'ER PLATES opol'ed to both kces o1 tmr or eoch joint, shop be 20 a-
. ino veal • ;IT rr 516 For-ea •eeth per sepa:• inch of pr:ppiy sarkce Position " oc
as she •n In j oint ,.tolls shall w - m
1 2 ng ann„ for rlq shank v
ank 120" aiae', 472 13 0• ..
diona'e., 1.1 2' • ' 1. 1 ' e r !roa T -non or a �'..a.em -sod m •it" cammon '000
CENTERLINES o f Soetara Gio •mas•n ;,lore d l be locmea a ,oint :en.er Gnes .mess ,t • a se
Cbc'e fol , , po4n, o' olu'• joco' a
SANFCR) GRIP -,..0 ER 'RUSSES No be fabrlca'ea in oaeya'• j ;y, a trot .00n comp'e' 71
I,!s Eo.e kd Leah.
OVERATE SPANS, a, • torso on re .se of o 1 nominal «j7, of Goring, „n4as ore. « ss rat« •
12
' Symmetrical
obout
centerline
T R
4
4
Live and dead Toad on roof 45 psf
Dead Toad on ceiling 10 psf
Total design load 55 psf
8
11 - 0"
i
6' -1"
315 (3 x 5) Grip- Master
NO'E 0 er eq.at o* jrta••■ stren . -e Tar G ,beC'. kr that . a..n t'• lom-
u Le
C..'_ Oh. ■EE ••'F n'SE RS, ✓o,.ole c ✓s o• all •eb -• bens «.n •eer or tie :e e. loe cl rte
_ATE“... J. 40 .G Gi 'OP Ct ORJ T; s'r, ss -as been _e - cons,cering .. • toc c and ;$
._ r .wO e • ' o
s f.1. p.r�; ^s 7t a maim..^ . ac�n9 71 3 - 0 o c Jr , 7'1, , O 1 uac,n9
a
9ae 3 - 0 a
F I E U 6640:0 _ a n_tac'_ • .sr s,,, r . •m o. r s =es jr c asw■•
• o 7 e.. or ■ s .a ^ a -+ e «,n9 ' ., pro:•e r e ins 'ol'eo •
m
32' - 0" Clear Span
5
2
FORCE DIAGRAM
r
345 Sanford Grip- Master
(3 x 15)
SANFORD TRUSS, INC.
P. 0. Box 1177, Pompon Beoch, Florida
165
c
c
s
-c
w
a
0
u
-0
0
0
GM
DESIGN FOR HIP MEMBER 1 4 28' - 9" to 32' - 8" OVERALL -
SPACED 2' - 0" o.c.
LUMBER:
A - 1 1 Southern Pine or 1500f Industrial Fir
B - 1 '2 Southern Pine or 1200f Industrial Fir
C - 1 2 Southern Pine, Const. Fir or Const. Hemlock
NOTE: All web members to be 2 x 4 C
T525 Sanford
Grip - Moster
312 Sanford
Grip - Master
(3 x
318 Sanford
Grrp- Master
(3 x 6)
Symmetrical obout
centerline
except as shown.
ERE ENi
- CERTIFICATE
No. 6911
•w x
STATE OF
E` FLORIDA
Upon request, an public authority
rill Le supplied a copy of this
design bearing on Impression seal.
F
2 x 4 A
NOTE1 II Dade old Brererd
Aeept s, eel eel, f1, 1SOOF
Of pgeee, Street eroded IimDu:
Block
NOTE: 33 -1/3% allowable unit stress
increose for short time loading.
545 Sanford
Grip- Master
(5 x 9)
1 /4rr
CENTER PANEL SPLICE JOINT
Located 2' -0" (Min.) away from
adjacent joints.
T525 Sanford Grip - Master
SANFORD GRIP- MASTER PLATES oppC•d to both rotes of rr,u or eocn joint, shall to 20 gay pai-
r sized s.•.T, w 31 sec .••Ih ,,er qua .< n<h of priepi..g surface Position "40; lo<o•t
as shorn In joint oetaib shall oe I -1 2 long onncler ri•g shank ' Kr' diameter, 3 reoc 0 113'
dion•^er, 1 -1 2' long fil'•t :sloe T-.o, or equ'lholent ,ail .its comr
CENTERLINES of Sonfard Gip -'osier oleic shall L. Ipcabd of ;ode ,•n•er l rhos ,n,eu m-eir r Inc,'
C1.0'• [o' :•rotes aoin1 of plot• loan on
SANFCRD GRIP - MASTER TRUSSES shall Le 1 obrlcated In apequoie j' so trot :fi comd.et ion, all
joins 4a.• foil leering
OVERALL SPANS, are biased on rte . 4 of a 4 nominal .tat- of bearing, .,nleu or!e:�1e sno.n.
330 Sanford
Grip - Moster
(3 x 10)
32'- 8"
S AN O
2 x 4 B
CAMBER BOTTOM CHORD 5/8" AT SPLICE JOINT
12
39 Sanford
Grip- Master
(3 x 3)
13' - 0"
d
4030
Symmetrical 40501C
obout
centerline
Live and dead load on roof 45 psf
Dead load on ceiling 10 psf
Total design load 55 psf
4 r ._.
01
M
(3 x 6) Grtp -Masts
16(1 x 6)Grip- Master
7' -2"
TRUS
645
4 170 ,I C
3
m
2 x4 Wedge =
NOTE 0,'er l,nd cl eq<.oI or ;ewer sr es• ,or.• mcy'w sdbsrir,led br f"of po..n 1. 4
off'•
CUTS ON of B NE?'BERS, 'Docb'e c-iis on all .•b +e '-:.en «,II neer of It a cenieilire o f re
LA'ERA L BRACING OF 'OP CORD T . 1 ■r, os :e•n aesl g,ed ;ons!crl g t• c s
a•v�'T, ericec c V reufh`, ;TA"; of v. ,m wpel o' 3 - 0 o r e o ,r00 >9
01 0 o s ,' • go 3'- 0
fIf LJ BRAC ': G. Tr.0 on,foct,.e r cst 1,0nish n *if, a ..oar o1 s e w
s gn'c os:e
a r'e•o i,r ic ng os ', o ••..e oropl -g 's otos.e :lr ,estel!ea
c
v300 c
5450'T 5450
32' - 0 "_Clear Span
b
415
SSSQ #C �t 1
1,2 5 _` ~ m,d
c
a
FORCE DIAGRAM
8d nail or
13 (1 x 3) G
345 Sanford
(3 x 15)
a
be
ip- Master
Grip - Master
SANFORD TRUSS, INC.
P. O. Box 1177, Pompano Beach, Florida
165
M
-o
0
GM
DESIGN FOR HIP MEMBER 1 2 20' - 8" OVERALL SPAN -
SPACED 2' - 0" o.c.
LUMBER,
A - 1 2 Southern Pine or 1200f Inikstrial Fir
B - 1 2 Southern Pine, Const. Fir or Const. Hemlock
NOTE: All web memberstobe2x4B
NOTE: la Oslo lad Steward
Covntles, use oaiy fl, 15011f
Of oval, striae graded limber.
T - 525 Sanford Grip - Master &
26 Sanford Gip- Master
(2 x 3)
315 Sanford Gip - Nester
(3 x 5)
NOTE: 33 -1/3% allowable unit stress
increase for short time eroding.
Upon request, Ory public authority
will Le supplied a copy of th:t
sessgn Leoriny on impression teal.
scausesteriassetstetesse
SANFORD GRI►- MASTEI PLADA implied to both bcn of k„s at oath ;aim, shot; L. M eacige l-
anfz.J rfT3'!k yo r..th p. q,o,• Inch of pipping s,rac• Position N.I Is, !.cars!
as Assn in pint d.tei4 shall be 1-1,2' tong onn,lw ring .fork .120- di..e ear, i, socrb 113^
dimmest, I.1 2' Soto linos head T --oil; ar tqui•.c erns :ail *Ph c�^�''y� Fred
inn CENTERLINES of Sanford Gip -Moshe ploy. .hell be So•.
cad of joie c�.,1.r l e on;e J
" orfa trite w.n
L,r7i �oj •n ,o■n1 of PION 10C/2110, I
SANFORD GRIP-MASTER TRUSSES .hall be labr!cold 1n odoovofe j;v, so Met upon comp!•tion, ell
jo i n is ' 'O I l tearing
OVERALL SPANS, or. Load on rte ur of o 4 - .Amos widen of Losing, „nl.0 orfe e:a shown
T -525 IOnford Grip - Master
327 Sanford Gip•Moster
(3 x 9)
Symmetrical about centerline
20' - B" (Novell
CAMBER 3/8" AT CENTERLINE
3050 T 4030 T
Symmetrical
about
centerline 20' - 0" Clear
-4 -1
Lire and door/ bad on roof 45 psf
Deed load on ceiling 10 paf
1,2
Tote! design load
9' - 0" Setback
315 Sanford Grip- Master
3x 5)
12
2.5
13 Sanford Gip -Mader
(1 x 3)
c
3
1100 +C `t
FORCE DIAGRAM
NOTE: Other 1umler of .3Ol ur pianos .f: on voice ,soy Le K LAChAtli Sox that eon, In es tins-
CUTS ON 44/1 MEMARS, Do, 01. cu, on all sets narnisas .III .,,oat or rte cen•wl ; os rra
, n'ao n.
LATERAL *ACING OF TOP CrrORD: This tr.,. ha Lean migred conisrl•g rr. ,� chord is
kNSaDy LroctT7,, A ..alr7q, �l'n - dt a ran:m.,m „acing of 3' - 0 o c , or tearer Lt-xi nu-
at . maximum .poc in. of 3' - 0' o
FIELD MAC LNG, TN. fn.nofOcfor at near furli.h nut r..cb *ilk • copy of ,c'.t assign •o oeils:•
lhot all flat! &acing 8 void on 1'4 !rowing is prrti Irotalld,
1/4"
55 psf
6 260/
1sl∎
4030 T
330 Sanford
Gip - Master (3 x 1
0
d,•
)
b
a
1 1/2"
SANFORD TRUSS, INC.
P. O. Box 1117, Pompano Beoch, Florida
165
c'2
0
co
• a
0
c
•
GM
DESIGN FOR HIP MEMBER 1 5 - 28' - 9" to 32' - 8" OVERALL
SPACED 2' - 0" o.c.
LUMBER,
A - 1 1 Southern Pine or 1500f Industrial Fir
B - 1 2 Southern Pine or 1200f Industrial Fir
C - 1 2 Southern Pine, Const. Fir or Const. Hemlock
NOTE: All web members to be 2 x 4 C
T525 Sanford Grip - Muster
210 Sanford Grip - Moster
(2 x 5)
318 Sanford
Grip-Monier
(3 x 6)
Symmetrical
about centerll
except os sho n.
2x4 B
Butt Joint
5560 Sanford Grip - Master
(5.5 12)
5' - 0"
CAMBER BOTTOM CHORD 5/8" AT CENTER
-� CERTIFICATE co
No. 6911
STATE OF
R`\ FLORIDA
SANFORD GRIP - MASTER PLATES applied to both Faces of truss at each loins, fall b. 20 gx.ga gol-
roniud Over, .ith Tour 5. "fir 5rmed teeth per spay• inch of gripping sat tote. Position Nail., located
os horn in join, 'details hall be 1-1 2" brig annular ring shank .120" diameter, 9.72" Lsoo-D. 113"
dionneiar, 1 -1 2' log Fine F,.od T -nail, or equivalent not with common head.
CENTERLINES of Sanford Grip-Mover plate hall be located of joint "'wa lines unless other «Iw shorn
CcTjo) d•.nores point of plate losot ion.
SANFCRD GRIP - MASTER TRUSSES boll be fdbd ,'.d in odep,ote jly w that upon comp'elon, oil
joints hme lull bearing
OVERALL SPANS, arse booed on hire ,.w of o 4' nominal ..loan of bearing, ,less offsaniw ,horn
NOTE: 33 -1/3% allowable unit stress
increase for short time loading.
M
R. Meg
, �
B RE D EN
Upon request, any publ lc authority
will Le s„ ppl ed a copy of th ,
'eslgn t.eariny an impression seal,
NOTE: la Dada sad Brorlard
Coaalin, an only #1, 1$00.
T525 Sanford Grip- Master a�atl, Stan Linn Ieaibn.
318 Sanford Grip- Moster
(3 x 6)
32' -
S AN F O R D
Live and dead load on roof
Dead load on ceiling
Total design Iood
12
3
1 ' �2 x 4 B
318 Sanford
Grip - Master
(3 x 6)
Symmetrical
about
centerline
55 psf
e
420
d
37204C
5 385040c
NOTE' Oafs Lumber of eo of g' ewer strew .alt• nea b. wbt itwed for .hut s'oa.n ,n de fum-
E f.
CUTS ON rut R MEMBERS, �oub:• cuts un all ..o -embers .III .-se o• rte :e- erli... of o
«.b un!.0 on e
LATERAL BRACING JF n TOP CMC'RD. Th fa iNu `as ta•n designed cors,oer r • 'oc cnord •
lwvally oroceo «1+r sr eathlq, o, ,( .nos at o moron -m yocl•g of 3' - 0 o c , x l .sal oroc■Ni
at o ;-,- ccc ng of 3' - 0' o c.
FIELD BRACING Tr.0 ^ nv f oci a ncss furnish rr ecIuf «its a wry o f tr. s :.n gn •o osr.e
frar all field bracing as ,wea on 0 e ma« a
is • oro.rl t. y inslal'ed
550
c
520/
312 Sanford
Grip - Master
(3 x 4)
10' - 0"
TRUSS
5960'T
m
32' - 0" Cleor pon
4
b
270
FORCE DIAGRAM
R
m,e
d :I
c
b u
a
345 Salford Grip- Master
(3 x 15)
165
2
V
s
a.
0
c" 3
-o
d
-o
0
0
o-
C1
O
0
SANFORD TRUSS, INC. LGM
P. O. Box 1177, Pompano Beach, Florida
DESIGN FOR HIP 1 1 20' - 8" OVERALL SETBACK 7' - 0" -
FROM END WALL
LUMBER,
A - 'l Southern Pine (ONLY)
- /1 Southern Wee a 1500f Industrial Fit
C - 0 2 Southern Pine or 12001 Industrial Fir or 12001 Industrial Horelock
NOTE: All web members to be 2 x 4 C
NOTE: 33 -1/3% allowable unit stress .
Increase For short time loading.
NOTE: In Dade and Broward
Counties, use only 11, 1500F
or equal, stress graded lumber.
545 Sanford
Gip - Master
330 Sanford Gip- Master
(3 x 10)
Upon request, u•:y public outha-'ty
«ill suppl :eu o copy of this
design kear'ny on in•.p:ession seal,
x 4 A
Symmetrical
about
centerline
312 Sanford
Grip - Master
(3 x 4)
2 x 4
CAMBER BOTTOM CHORD 3/8" AT PANEL POINTS
S ANFORD
Atiota alit- MASTIR PIATIS opptled 4. bath racy of mat M mach i.int, s4rll be 20 rft pat -
.mlaai ate. ' W I 'L'ib' lamed Hash pot spore Nth of Ovine wrruc.. Pawl•. tale, 1.ecA.d
at aho.n in 414 inn l .Foil be 1-1; 2' lo"a cans V arts .honk 120' dianeHr, T ? .113'
dlama>er, 1.1, r long Mkt need t -roil; o. .iouiwtiN leaf «Uh .sansei Fwd
UNTIRII a or Socked Gr'e -Awe, pki doll ho tee.tod et 'pint cenlortInee online 4.
.141,11 shown.
o
o s.notn point of plot. Location.
SANIORJ Oa,Pc7. AuTla T1tLISP$ atoll ho fob icet.d In *Swots Apo, .. Oat u co∎eplat10, all
p sf — e.ft R,(rbaariry
OVULAR SPANS, are hosed on 1Fe v.a of a 4 nawinef rldt• of bear Ng, vela" of4errl,• shown.
20' - 8" Overall
Symmetrica
about
centerline —
54Sonford
Gip Master
T
330 Sanford Gip- Master
(3 x 10)
12
20' - 0" Clear Span
Live and (hood load on roof 45 psf
Dead food on ceiling 10 psf
Total design load 55 psf
NO llr; O.'- f.+4er of ...Al ;i er•et.t ,t, es .. troy be a,b.f:h.'.d fur '.at d,o„n ,n tt •
COS ON daa A4M ;ZS, Chckl• cuts on call web :.seem «;II ..�sr of u.. a •s.lt•r r -f ice
mdse.ree aa..n.
rAMAI RACING Or TOP CeCRD: This in.e hot Leon iwlyr.sd coof;.en••1 , le roc. c■«J •
titinfi Zlh Xllne, per ,1'K at • maminn,it..;,aei - -y of 2' - 0 • c , u Iu,.:01 uac
Of • mm.l•• yectny of a'- 0 "o c.
FIELD StACINQ: Trc• mae,!ocfiar na..t finish rr,a. •:•cwr wire • up• of •., . �.. ., r v,w:.
tTst. herd broc kip s 710∎•0 on ,M 6 - .miry is propa!y
FORCE DIAGRAM
7' - 0" Setback
x_1 2.5 315 Son ford Gr ip-Master
(
U S
560 Sanford Gip- Master
(5 x 12)
a.
F
d
c
b
a
` 21∎
a
28 Sanford Grip- Master
(2 x 4),
SANFO_RD TRUSS, INC.
P. O. Box 1177, Pompano Beach, Florida
1
(''y
1'
c
3
0
0
0
V
0
c
04
165
GM
MINIMUM LUMBER GRADE
MEMBER
TOP CHORD
BOTTOM CHORD
1'-0" Comer Jock
Const. Hemlock
Const. Hemlock
3' -0" Corner Jack
Const. Hemlock
Const. Hemlock
5' -0" Corner Jack
Const. Hemlock
Const. Hemlock
End Jack
1200f ind. Fir
Const. Fir
PLAN OF HIP ROOF CORNER WITH ALL JACKS SETBACK 7' -0"
FROM OUTSIDE WALL.
13(1x3) Grip- Master
(1) 8d nail
1' - 0" Comer Jack
p rX:
312 (3x4) Grip- Master
3' - 0" Corner
315 (3x5) Grip- Master
24
5' - 0" Corner Jack
39(3x3) Grip - Master 330(3x10)
315(3x5)
- -- 12--x- �
1 - -- 7x 4
333(3x11) Grip - Mosier up to 2/12
321(3 x 7) Grip-Master up to 4/12
312(3 x 4)Grip- Master over 4/12
Hip Jack
Grip - Master vp to 3/12
Grip - Master over 3/12
12
$. Gejr -MST$ MAATTI, o plied ti boll feces 4414‘41s at .ed plyd, dull be 20 pope cor-
rugated pMnied deal, ells test lit' ies.bed crimped tees% pw sense Ind or piping susfec*.
►anion wile, located es &boon in debt 4lais d,ele be 1 -1/r lens on ots ring dumb 0.120' dtana/et
e /3r book 0.1Ir than..+, 1 -1 /r .er fill*. booed t-n&Ij a e*d.etent rul1 wit% canon. Need.
RAT( IOCATK* s Centatina of Sanford Grip -M.,os rota d.II coincide with loins centerlines
or pies Drell be located by circled (o) pints unier o.he.rse di.urer.rsed.
I,uwiea 4VISTIT\JTIONS: otl..r 1.mb.r of NI .ace species ••1144 equal or rota Or*. ,clues m'ey
Et e.Aetituf.d fa 144.1 sisonn on deeon.
PIS CMS; Double cuts on web members will Teel d rM castatfw or the ..b, unless odurwi» ,burrs.
rata IRACNO, The Malone, bona w rap.rrifliq fee dw .wr4ns et Memo
nsesssr..ctsrd T. escadesco .►A AA de.td . hews obi soil Memo r see.
tion.d be wok psAslesd .M.. ki reed r ned/.n br••irsi dsidt id throws
re«,Med to prevent toppling end '/iwsi.lnq" Awrii o.st4wy and M..eserf
isrecing 444 meg M required 1. gMIHs ,jplkodss
Tie End Jack to End Truss with
Sanford Framing Anchor on the
Top and 2 -16 nails on the
bottom (by builder) -- _
NOTE: 2 x 4 rafter is sufficient
for all end locks. Howwer,
larger sizes are generally used
when the top chord of trusses is
larger.
- 777
330(3x10) Gr p- Master vp to 2/12
318(3 x 6) Gr'p- Master vp to 3/12
312(3 x 4 Gr p- Master over 3/12
Hip 1 3
Upon request, ony pcblic authority
w I to suppled a copy of this
design bearing an impression seal,
NOTE: 1I Dale sad Broward
Counties, use only +1, 1500F
or equal, stress graded lumber.
Hip +2
i
Sesd.,d Grip-Mee. kw shall M Wooed io Wooded* F'. r ow srpar ee*Sslsdrse
alb raarlly p.
era bled en sna.iwl 4• bswA.r erLiffe mod Awls* inovood b/ s m4441 as e+ ass
ir bsirg .idle.
SATeui seAGIFIa oe TOP tftalt% Ma teas 44.. loose darlyared reikeirq saes %* sd.ed 1. -
Id.r.ltp loosed s trdewll not *swig Y - P.
4. - 1•01. r. w n
2 x 4 Block 2' - 0" long beveled on top.
Tie Block to Hip 1 1 with (4) 16d nails.
(by Builder)
12
Slop. on roof
Grip - Meru/
OverAev ig to
, wit (eta detail
315(3x3)
x 4
84"
7' - 0" END JACK
2 x 4 Block 2' - 0" long
P - 0" Comer Jack
Tie Hip Jock to end truss with
Sanford Framing Anchor or
3-16d nails top and bottom
(by builder)
5' - 0" Comer Jock
24"
2
4.
24"
12"
Min. 2 x 4 plot*
ti
-4 • •
SANFORD TRUSS, INC.
P. O. Sox 1177, Pompon° Mock, Florida
165
1
s
L
v
1
-J
M
r
W
0
3
a_
2
0
c
•
1 =
1 Pc a (A '2 C7 0C
i ALL DIMENSIONS
OVERHANGS, PITCH. ETC.
,- TO BE CHECKED
BEFORE ORDERING TRUSSES
e
A
tAc. L es
r t .
"Wc.. -v" t
`FS )1- al t) A< "ATM .N' :.131..171; 'oR
o T 6 z'2 JgT,
3 1 N t t 40: 6r,- M I I A 141 " a% R 5; -Ft. o K.1 v A.
_7 - A - 65
1 \ y
■
'1
`oT AKe&= 13).11 `6.71 A rzePt qwi i 4xzzoo 4 . 9.$oo 41
to :Li n»5
its
51, (
T'
r ,
R ,-,0 J Tit? 131.9 1, 1 F.
Mg i tv , TA M rt
5= `i _ it A_.
.P0- tkT10N5.0 1 - o Y a Z2 13t.K.6.3,
A .. .� ... V..�.
1. 31 I`l�L. Ito. ,5r,- .1\1 1 p1.11 51-1ocz e51- - F.oR:i va
. •
Lo r.1 KEA- t3 , II - x66 7 .(sz6p'
•
A r 4 x zzao_ = &8O0
).
1 .T_ Li :.T�
1113
5pecPJJ J
8 ' -0 '
32
. y 4 avtxr�t :aqa :::ii....�s�
mat
/a
29 -o"i
3
k:!•
WHEELER - WALKER INQ. 544
4O` //'
r
G� t.1 e o /� ��L;�1 f3Y rte
WALL
I/
ZI
?4 Y
N
SHOP DWG3.
SUBMITTED*
REC BY STRESSCON
APPROVED
REVISIONS
DATE DESCRIPTION
DRAWN Y e
CHECKED BY / +VI �.
APPROVED FOR DIMENSION BY GENERAL CONTRACTOR
BY DATE__.
APPROVED FOR DESIGN & DETAIL BY ARCH. /ENG.
BY DATR
STRESSCON INTERNATIONAL INC.
MANUFACTURERS OF PRECAST AND PRESTRESSED PRODUCTS
a subsidiary of MOWN industries. Miami, Florida
PROJECT: ,4 Pr. fO.. eid,44fj // /ANT /A
LOCATION: 7 AIL ' = j ' 5
CONTRACTOR: J4 /W/ A A/ ,
ARCHITECT: //A / / ,<* at-
ENGINEER:
1. /k/(7) lei
3H. No /%` •-
JOF3 No r- .42
1W4Mk
QTY,
rY PF_
ikdOrd
."LEwer
/
l .
F-31-
3'- /4''
/6'..9
s . s
/
F ,- /4
8= 0''
29'U"
'
. _.— d0
D
1
da
do
S2 r 7'
5
/
dQ
do
cio
cfo
w
/
c7
7
1
G/v
dQ
do
/
do
dv
ek
1
do
do
too
10
1
'l,
do
29' o
II
1
do
do
do
/2
/
F - sFJ•
3 =I0'
K.'g
,-
... i . 4 A4
Q r Y
S)Z E
,2c'.l.ta .e k.
,' oit,
39
— 5 1 -0 "ice.
roppi'J NM6d 8Y
o.c, rYpsa ,. - �.._..�
- WAIVER
•
> 4 L /EL 4th 0 /G
Aft • Oil er! 0.c
A/car /T
AY <-r. G, TYf
Vi-9 pdw,C BY' a, C.
4. Dowa4 a !t'-U'%
6y _ .6 . c, rY.
�N pore
-64e A/6, ED r4
pram: ar � , e6 ro1r
- 'iL.iiMM.Y.' + +.II..M:�A.iJfM. ++.tii.X ?•a..'�.6.a.
2 ° W,e a,/
4 poi/EL ra -
MEaT ela B
0 q
29 Sfl4 / 577., G 25.2 k ea,
4 - 7s sre. /4.c2 k. 4.
iee:A/fr e cis I 44 x ' o ` 8 /V `` /v
T Y pl r:41.. S Cr %G7
AU, ry. Aik44.
FA$d14 t>› • :4
tfC = G
000 P
G ' 4 ova /psi
(/P
s-e
•
ex t.
t
I. o p /5r o
DRAWN BY
G'f�J 4
CHECKED BY ;Et,Y`t�..
noTES4
, FOR SCHEDULE SEE ATTACHEO SREET(3).
ALL UNITS TO 3>: VA1+UFACTURKO IN ACCOROANCI: WITH
SOUTH FLORIDA 8 COQE.
ALL LoOSI: ulgCF..LANEOUS METALS A4O REINFORCIN3 TO 3
A;IOV!DEO t3Y f3: CONTRACTOR.
S1 COt1C .F r P ' 3 AND 0t2OUTIY4 AIiI'* 3Y GENERA). CONTRACTOI.
S.
!LL 3Er1;2I N
PROPER v;::.
S. QESION SU" ::I,
To +3:_i! S7.(00T11 AND Lr V !. TO ENSUlt
i :s; !MIT3.
,,a - Fl.dVir. s o /
1 c3N G C e2/\// 6 : 14D,Q.:3C
. OE314m l,NiT3 O 4LY 3'• 40:14 8. ROSS. i?r. i13.
&N6+ LANGE;1 TNA'i 10' 1OR IC'S RILL 13E CAST IN urMIT3 3'
STRESSCON TO SEVERAL CONTRACTOR'S LA/OUT. ^ L.iYO!JT IAU3f 3E
PROVIOEI) tN SUFFIC∎EN t T111F TO 1, 641:8T CASTIN 3 3C1�F �3UL .
3.
STRESSCON •,U)V10E3 00r4Et. ANO COLU'4 N 2 +)CK JT,3 t ?'i� : "�
1 SEVER t. COit,1ACT0i S.4u3T F.,x3uRe THAT A.i. Of;41.;
OR ORILLEO IN ;I L) 00 NOT CUT t :Irtu $TRANDS.
10. ST'1E33CO'! P;iOV CE3 :)OYVEL A14) COLU!AN •3L OC our3 AND 5'$
PLU °433`13 110L t3 PLUM31N'3 LAYOUT SY GE`1F.RAL CON ritAi:Y+)R.
O NERAL i;oYt4.1CTCR i4U31 EN3Uli;; TH AL!. OTS11:; Itsl.ry
ORH.!.E) 1'4 00 NO C CUT T11;R'J‘ ?TAANO3.
APPROVED FOR DIMENSION BY GENERAL CONTRACTOR
BY DATE_
APPROVED FOR DESIGN & DETAIL BY ARCH./ENG.
BY DATA
SHOP DWGS.
SUBMITTED:
RECD BY STRESSCON
APPROVED
REVISIONS
DATE DESCRIPTION
STRESSCON INTERNATIONAL INC.
MANUFACTURERS OF PRECAST AND PRESTRESSED PRODUCTS
a subsidiary of moan „ Industries. Miami, Florida
PROJECT: 4,O[ p 2 c_hiM /,// 4 /4
LOCATION: 70> M �2 S
CONTRACTOR: x.3.4," " /a5 , /•
ARCHITECT: C_. , C
ENGINEER:
SH. No OF
JOB No. '9 -
. .
•
• IM
-m1111 111
w
1i E! 'I t 111
NC1 .KFU►.' 1\)r) ) r><C. F+r - dl
ctC'W00 Gt2 -Vt47
,'4! rC rlN rrr'
• r L )l rI� ?fly= 3 :. FL /� ?e-
•
r
•
•
•
_-.- _fi " mo t -i cA 1 - -
. 1 k' iR,t?o.IC 1 IV* 0 5 i{,P, pri
•
-
Or
1 t 5• 1 0 _AO
f'
..._ _..!..!_, f.. __t,P_
`�ol.rs AMP.N Fu5v. 41C°14 1 ( 1 +� , . it��13 3 . 11 4a�:/
r A,5 20 - t
- t 13 -i<7. i,
gt'titiocl H efi _ yi ` , r 1- D, ._ 52J
') 1%1_ tl_A-1‹
. I. v 1 AMt',5 a 'MAIM D +1 rO7
.s 6(54:1'. ! .'� r t+r» J (i
I ' I, • . -t & _�. ..
- 4.17.2 m? . _
1 t ? j .C�V t G
. C11, 4' f0.014.t �� ; 1 ..4..
101 .
_
l iuin_[
I" r 4ri 4. NVA.rteR
i
FLORIDA HOTEL AM) ►ili:Li f='> \ ,'INs' eL' -'
PERMIT NUMBER
This plan ccnsisting
each sheet being identified
.Supervising Architect, i
OA F ion that the constructi
a d i 4
piths nd the rule s i•
o at4
j•')0 r IV
r ;CGo rJ P�
tank;
,._ . ' . t :� . . t
d A
3
,
JCL
Superv"
CHARLES H. MAMA
numbarad 0119(04,
by th3 eeal of the-
hereby alipeoved on
sn comply ;vith thole
of thiai x laaiofl:
Before ,otistructton you are raqu
obtain 'a permit frcm your Cont ily Sanitary tii7'�,� eer
appro%ting the tocat n and op rit-vn cf yc,ur 5 ptiC
This •permit is not Yai;d without tile. (hove.
JOG' Na
Oaf!
ARCHITECT'
;
4
•¢-
rif 1 2 :7;
4._
CUTLINi; SPECIFICATIONS
- PERM/TS Contractor shall iroouF ea sy for Qtt permits, temp, lights, power. temp.
toilets, liability insuranoe i:ay for all deposits re'luired; deposits to be .hanged
to Owners name at`oompletion of job. Contraotor to protect himself and Owner from any
and 611 olaires under Workmen's Compensation Acts . or personal injury or death, etc.
CHANGES Any chenges evade by the Comer .cueing an extra to original contract, must be
agreed on as to irioe end signed by the Owner before Rork is done.
HEGULA Contraotcr shall comply with ell laws, ordinenaes, state and local, eto.
,LE►AliINU Contractor shall remove all rubbish, Olean all glass, tile, fixtures etc.
and . leave building broom .lean,
CAS$ A140 at�CES shall be included in the contract, all amounts shall be adjusted to
aotua cos o "Owner to pay difference if items cost more then allowance and receive
oredit if cost is less. Lighting fixtures » $300.00.,Kedioine Cabinets • $120
Har - dware •* $600.00, Air Conditioners • $1400.00, Reriges • $80 ?.00, Refrigs $700.00.
MASON f All cono etc shall be 2E00 P.S,I. oonorete at 23 days, Reinforoing shall be
as shown on the details. Conorete blook shell be 8" x 8" x 16" set true and plumb in
full bed of mortarQMortnr shall be 1 Fart Portland' cement, 3. ports send thoroughly
mixed with Seo waterproofing or equal, 4" floor' ,lab shall 01 have Sea watergroofing
and laid.over plasti') membrane and finished smooth for vinyl tile and lowered for
tile in-the ?bath rooms. Second floor shall be formed of R. h. Wright, Ino.'Houdaille
spans 8113' whore they form the baloony the reerand. @HS 16E8T whore, there is
a n o in Ern tha ;pans..skeil.,be a" thick exoppt <.irrbath rooeii t matt
no- b ,p o Y � pP K ,_
haste file To in thell ,be_t(: 13ehed smooth for
wilk_ nata� -gout to in �i - -_- �_. ;Qp g --
31,6! !
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CAR EN'RY All studs l;lates etG shall b e ' # 2 Vora. L.L„Y.P. No rrerped o ? oheoked W e s t e r
to be iesed, A11. lumber against masonry shill -be pressure` traeted. windows shall be
';awning type aluminumont door shall' be wood and paneled 'as shorn. ether doors shall
be flush aneled solid for exterior.'rlerdrobe doors shell be 8i. old Louvered doors
,of birch wood,The� door twit. shall be a narro*-plain trim end the base shall be 4" flush
l with shoo rt,uld. The Kitchen oebinets shall be oomplettelt Formica covered and shall be
designed by the cabinet thanufneturer to the Cwrers satisfaction. Second floor ceilings
Shall Le i33ulated withnluminua► "AM,'" type 32. Cab. Manfr,to supply W. if. cab. op.
TILL - leRK kACCEbEORIES All bath rccers shell have Ceramic tile and walls shallhtve glasedi
the ¢r above the floor and 4 above the tubs. Doorways shell have marble thresholds°
Provide oo2pleto set of chrome pleted aooessories with two towel bars as seleoted by
the Oenier provide Vanottes as shown oomplete with' dressers and knee at aces to the Cwners
„setisfaotion.
'STUCCO & FLAHER Stu000 shall be two ooets, first ooet shell be waterproofed and the
,'4eaond .oar shall be mixed with "Marbletite` and together being 6/8" thick. All rooms
ehal,l be plastered two coats. All rcorns except the loth: end kitohen shall be finished
with a light texture. The Baths and kitchen shall be 'troweled to a smooth herd finish
`with Kean oement or equal. All lath shall.be gypsum;. Ceilings in living room and be
rooms shall. be 'Diamond Dusted"
SH(h°!ER DCCFcS Sliding shorter doors on bath tubs shall be as made by the G. M. Ketoham
Aug. Corp, - . .
viaty Tits Ali flcore in the e artme nts exoept . the bath rooms 81_1111, be
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' `<�.'1 1�tro g-�tdll inoiude oomplete installation or t'luiabin, aystest including wat an `
'atan' ry system, sewer ccnneotions, water meter, etc. all eaecrding to oode. Fay to
all sorvioe end oonneetion fees re.luired, All copper water pipe of ,;ee ar size as r ui-i;,
red and oast ir(n soil pipe inoluding a ot_neotion+s, Fixtures :shell be "Standard" in .Olen,.
as seleoted by Owner. Clcsets -New Cadet , Pr 2122.11 inoluding Churoh seat, Tub in Bath , #1 .
shall be ''Contour" P219O:•40 and in Bath #2 shell be "Contour" P219O. 40, left And riKhi�
outlet. respeotively. Lavatcries Shall be round or ovel vitreous ahint.weith "Standard"
2056 single lever faucet. Kitohen sink shall be30" x 21" P 1012 -34 Water heater in
kitohen shall be 'Hotpoint" Glassline t311e top 70 Gel, model' f4BGF2 without top fene,l,.
EL'ECTRIC Shall include oomplete wiring system from Fower C',o's Service and phone Cots
serviap - `to all outlets shown, Including oonduit, panel, airing eto. to ._ode end
Nat'l Board of Firs Udder-writers. shall include h'nging ell fixtures and oonneetions
• to kitohen eluii,ment as furnished by others. All wiring shall be tested' For . proper e63fnir»AX
connections. See eleotrio load schedule and riser d1Agram. Fleotrio +lontrsotor shall oheok extotlooAtions of all outlets before prooeedine with his work and relocete ease
if requested without additional cost unless' outlets ere added. Snitches shell be th.,
silent type. panel shell contain oircuit breakers, Pun oonduit and install box for
shone outlets a4 shown.Install three bulb Infra. -Red Meat tights in each bath room evil
PAIIir1?G All exterior surfaces shall be ;sainted two (soots of vinyl type raint All
Ter'Io plaster and w.sod trbm shall be reintecl tr • colts of vinyl type ;taint. Some
plaster surfaces in bthe and kitchen may have wall paper,
II5CELLtUiEIWS Wall above the venetto in bath #2 shall becovered with eplate glass
mirror fcr the tulit length of the vanette and 3Q.6" high,
d iSPIAttee A :1 '�O_l i :')l� flr riA t-= r'1sk1s ' r - ; 1 il° ✓.)' -' n s-i 111 Ti'itit4
for a F...{c,i` -ei� oe y.eer et:ar final p < :y :nwr:t pal !11 rel� or Li...n ►re f4r
ro the O 13t., Uc jicre.t) :o: to oars , )xt.)crae .) eny rereir :�ar.L r.
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