574 NE 102 St (15)STATE OF FLORIDA,
COUNTY OF DADE. ss.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEP R ENT
APPLICATION FOR BUILD N PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Owner's Name and Address �� �� I= L SG f / NJ T No._- 0 O Street_
Registered Architect and /or Engineer �
Name and address of licensed contractor & - – - 1/l
Location and legal description of lot to be b it on:
Lot 3 Block__ f T� YSubdivision*__._
Street and Number where work is to be done _________X._I ` X- An I ( 0
474 N. E• 'biz
Date
State work to be done and purpose of building (by floors)
r!_ -- __ At_aar___
V and for no other purpose.
New Building j[___ Remodeling Addition Repairs No. odes 1
To be constructed of C6 5 Kind of foundation Roof Covering / 44t
Estimated Total cost of improvements $1 t :P SLQ Amount of Permit $
Zone cubage required <` ' .Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such • ontractors, on work •• be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
— – — to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date Read, Sworn to and Subscribed before me.
Disapproved Date
(Signed)
Notary Public, State of Florida
Af
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
—i e16 . 7// -
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ACcthit)AliCE SI,.d..iCTURAL C titR REQuiRtME;4IS.
P //de 56
5cc : /' : 20•
Order No. Date
NE
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Field Book
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1 HEREBY CERTIFY: That the attached "SKETCH OF
property is true and correct to the best of my
1y surveyed and platted under my direction.
$KETCH Ob BURYEY
Lot 3, Block 84, MIAMI SHORES SECTIO1 i1O.
4, according to the plat thereof, as
recorded in Plat Book 15 at Page 14 at , the
Publics Records of Dade Coutity, Florida,
Order NO. 87783 April 8th, . 196
�'. B. fi1304a47 Scale& Shown
SURVEY" of ove described
knowledg ad bt9t as recent -
pp '
BUi2d 1 1C
Y. fires.
a er ,, 1 ?rv�Ya►r"97
State of . b` Sit
R E V_I S I 0 N S
Signature
Reg. Land Surveyor Male o
Re:t veyor State Fla.
Reg. La1 survey0T Stat6 `Fla...
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1 74 q. 1:4, ■ '----, ....-----'---
EMEND ANCHORS OVER 1.CP CHORD
2 x 4 LEDGER CLIED 4`.0' 0. C.
FASTEN WITH HURRiCANE CUPS
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ENTRY OVERI1ANG
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OVE 10 CHORD
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e4
17 VE C 1 / 07*
1
27 ZiAVg
C;) /-).4 1. 0 C, 4 - t:14 oI 1 DA
*'A' C8e3
Hip py"
? e'
315 Sanford Grip -Minter
(3x5),
2 x 4 nailer cttoche1 2 x 2 nailer attached
with (1) I6d nail
with (2)16d rails
JACK "A"
2 x 2 nail
attoched with
(1) 16d nail
11 -3/16"
13 Sanford Grip -Master
(1. 3)
JACK "X"
(1) 8d nail
ALTERNATE HIP JACK CONSTRICTION TO ALLOW CONTINUOUS APPLICATION
Hip /1
2•2 nailer
attached with
(1) 16d nail
1t- 3/16 i
JACKS •B" & "C"
2 x 2 nailer
att' cted with (1) /
16d nail
11- 3/16 " -
JACK "Y•
• 13 Sanford GrIp -Mater
(1x3)
(1) 8d soil
13 Sanford Grip - Master
(I x 3)
(1) 8d,rail
VIEW •A - A•
S A N F O R D T R
' SANFORD GRIP- .STER PLATES, applied to both feces of truss at each joint, shall be 20 gauge pulverized stool_
OF ROCK LATH. with four 5/T6" formed teeth per square inch of gripping surface, Centerlines of Sanford Grip -Master plate stall
be located at (cant centerlines unless otherwise shown. Position FT T T noted as shown in Joint Details, shall
be 1 -1/2" long annulus ring shank .120 diameter, 9/32 efi 2, dloaketer 1 -1/2" (or.g fillet head f +wily
or equivalent nail with common head.
' S tNf QRD GRe- MASTER TRUSSES shall be fabricated In odequate Itgs so that upon completion, 011 joints
OVERALL SPANS, are based on the use d 4• nominal width of bearing, unless otherwise shown. Up to 8" of
,Learing may be used, which will permit an increase in maximum overall span of 8 ".
5' -0"
Beveled
Cuts
VIEW "A -A"
3' - 0"
1' - 0"
39 Sento,. ? t t
Grip -Master (3 x 3) \ \� 2)0 Sanford G,r -
ter (2x
2x4
HIP JACK
11- 3/16" length of wedge
1
•
8
U copyright 1962 Sanford truss, inc.
•
L
a.
a
0
Nip /2
"A"
Hip /1 Wernher' or require
ill
'
I
2 x 4
,
I
- Hip AKA
'
I
Hip Jock --
1
1
x 2
nailers --
+
' i
1
1
2
1
,-
X
1' - 0 "
2 ' - 0"
Y
2' - 0"
A
2' -0"
B
L 2' - 0" Jetc.
C
A
BA
L
"A• 4
Y
X
Hip py"
? e'
315 Sanford Grip -Minter
(3x5),
2 x 4 nailer cttoche1 2 x 2 nailer attached
with (1) I6d nail
with (2)16d rails
JACK "A"
2 x 2 nail
attoched with
(1) 16d nail
11 -3/16"
13 Sanford Grip -Master
(1. 3)
JACK "X"
(1) 8d nail
ALTERNATE HIP JACK CONSTRICTION TO ALLOW CONTINUOUS APPLICATION
Hip /1
2•2 nailer
attached with
(1) 16d nail
1t- 3/16 i
JACKS •B" & "C"
2 x 2 nailer
att' cted with (1) /
16d nail
11- 3/16 " -
JACK "Y•
• 13 Sanford GrIp -Mater
(1x3)
(1) 8d soil
13 Sanford Grip - Master
(I x 3)
(1) 8d,rail
VIEW •A - A•
S A N F O R D T R
' SANFORD GRIP- .STER PLATES, applied to both feces of truss at each joint, shall be 20 gauge pulverized stool_
OF ROCK LATH. with four 5/T6" formed teeth per square inch of gripping surface, Centerlines of Sanford Grip -Master plate stall
be located at (cant centerlines unless otherwise shown. Position FT T T noted as shown in Joint Details, shall
be 1 -1/2" long annulus ring shank .120 diameter, 9/32 efi 2, dloaketer 1 -1/2" (or.g fillet head f +wily
or equivalent nail with common head.
' S tNf QRD GRe- MASTER TRUSSES shall be fabricated In odequate Itgs so that upon completion, 011 joints
OVERALL SPANS, are based on the use d 4• nominal width of bearing, unless otherwise shown. Up to 8" of
,Learing may be used, which will permit an increase in maximum overall span of 8 ".
5' -0"
Beveled
Cuts
VIEW "A -A"
3' - 0"
1' - 0"
39 Sento,. ? t t
Grip -Master (3 x 3) \ \� 2)0 Sanford G,r -
ter (2x
2x4
HIP JACK
11- 3/16" length of wedge
1
•
8
U copyright 1962 Sanford truss, inc.
•
L
a.
a
0
SANFORD GRIP - MASTER PLATES, applied to both faces of truss
at each joint, shall be 20 gauge galvanized steel, with four 5/16"
formed teeth per square inch of gripping surface. Centerlines of
Sanford Grip- Master plate shall be located at joint center iT un-
less otherwise shown. Position Nails, located as shown in Joint De-
tails, shall be 1 -1/2" long annular ring shank .120 diameter, 9/32"
head; 0.113" diameter 1 -1/2" long fillet head T -nail; or equivalent
nail with common head.
SANFORD GRIP - MASTER TRUSSES shall be fabricated in adequate
jigs to that upon completion, all joints are in ,snug contact.
OVERALL SPANS, are based on the use of a 4" nominal width of
bearing, unless otherwise shown. Up to 8" of bearing width may be
used, which will permit an increase in maximum overall span of 8" .
2 x 4 treated ledger
bolted to wall 48" o. c.
Shim soffit joist to solid
bearing and attach to
ledger with Sanford
, Framing Anchor at each
joist. (by builder)
' Minimum 2 x 4 Plate
(by builder)
TYPICAL
13 Sanford Grip - Master (1 x 3)
1/4" Clear
36" to 48"
2 x 4 or 2 x 6 Top Chord of Truss
TYPICAL ALL OVERHANGS
26 Sanford Grip- Master (2 x 3)
12" to 24"
11=
SAN
2 x 4 treated ledger, bolted
to wall 24" o. c. Shim
soffit joist to solid bearin
and attach to ledger with
Sanford Framing Anchor at
each joist. (by builder)
315 Sanford Grip- Master (3 x 5)
Nails
2 x 4 Sub Facia
(by 'builder)
8d Nails
TYPICAL for concrete tie beam. See
P.508 ,for truss anchorage detail using
stud bearing walls in areas of 20 psf
wind load and less.
ORD
DETAIL OF LEVEL SOFFIT OVERHANG S
1 2 Sanford Grip- Master (1 x 2) - UP TO 2.5/12 P I T C H
1/4" Clear
12
2 x
48" to 72'
— -2_x_4 or 2 x 6 Top Chord of Truss
Shim to
solid bearing
1 up to 2.5/12
Nail with three 16d Nails,
1/8" x 1" Strop Anchor bent
vet tae chord of truss TYPICAL ALL OVERHANGS
2 x 4 Plate
(by builder)
TYPICAL
eopyrlgh
1
2 x 4 Sub Facia
(by builder)
4 8d Nails
(2) 210 Sanford Grip- Masters (2 x 5)
or
(1) 321 Sanford Grip - Master (3 x 7)
9
3 Sanford Grip - Master (1 x 3)
` -- 210_Sanford Grip- Master (2 x 5)
Nails
24' to 36"
6
13 Sanford Grip- Master (1 x 3)
Wedge Block
8d Nails
1/4" C ear
p to T2
R US S
2
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SANFORD GRIP - MASTER PLATES, applied to both
faces of truss ot each joint, shali be 20 gouge gal -
vanized steel, with four 5/16" formed teeth per square
inch of gripping surface. Centerlines of Sanford
Grip- Master plate shall be located at joint centerlines
unless otherwise shown.
or as require
VALLEY MEMBER A
I 4 ft.
2X
O .
X
f
8 ft. VALLEY MEMBER B
2
13 onfor
Grip - Master (1 x 3
2X1
12 Ft.
210 Sonford Grip - Master (2 x 5)
?X4
T - 520 Sanford Grip Master
VALLEY MEMBER C
T - 520 Sanford Grip Master
13 Sanford Grip- Master (1 x 3
16 ft.
T - 520 Sanford Grip Master
X 4
4 13 Sanford Grip Master
(1 x 3)
{� Z X3
2
VALLEY MEMBER E
120 ft.
rs
a
VALLEY MEMBER D
TYPE OF TRUSS
Hip Member
Girder Truss G
Valley Member V
Hip Jack HJ
End Jock J
Corner Jack CJ
Blocking Over Bearing B
Position Nails, located as shown in Joint
Details, shall be 1 -1/2" long annular
ring shot* .120 diameter, 9/32" head;
0.113" diameter 1 -1 2" long fillet head
T -nail, or equivalent nail with common
head.
NOTE: Grip - Master plate with hooked
tooth used on this truss. When plates are
pressed into both faces of the truss, while
it remains clamped in the jig, NO NAILS
are REQUIRED.
210 Sanford Grip-Master (2 x 5)
J 1 Sanford Grip- Mas•ei (3 x 5
12
13 Sanford Grip - Master tt-*3L.,,
i iJ
Stoddard Truss Spacing 24" o.c.
0
0
O
2
W
"To be built at 4.5/12 for
United States Steel Homes"
315 Sanford Grip - Master (3 x 5)
Standard
2x4
Top chord of truss
SANFORD GRIP - MASTER TRUSSES shall be fabricated in adequate
jigs so that upon completion, all joints are in snug contact.
OVERALL SPANS, are based on the use ot a 4 -iominol width of
bearing, unless otherwise shown. Up to 8" of teo « dth may be
used, which will permit an increase in maximum a.• of span of 8" .
HJ
Trusses 2
1/2 of 2x6 ult
one 16d nail
ot each truss.
"
RIDGE - LINI
, o
X
N
A
x
VALLEY MEMBERS
uJ
SAM
PLAN
Cut to Match Pitch
copyright 1962
o Z
a
sanford
/ \ x
• 1--
- a
(7 W
HJ
'Goble End
Truss
Lumber shall be of a minimum grade
wilt t a)lowabie unit stresses of:
c- 5E4psi Compression paroltel to groin
- 750psi Extreme fiber in bending
E- 1,540,000psI Modulus of Elasticity
DESIGN FOR TRUSS to 23' - 8"
3
FORCE DIAGRAM
NOTE: All web members to be 2 x 3 or 2 x 4
1 1 Southern Pine, 1500f Ind. Fir or 1500f Ind.
Hemlock.
T -864 Sanford Grip - Master
1/4"
ALTERNATE
LUMBER: Max.
Overall Spans
1 1 Dense So. Pine
1 1 K.D. So. Pine
Sel. Str. Fir
Se I. Sir. Hemlock
1 1 Southern Pine
15001, Ind . Dov • .Fir
JOINT
2Chord Top
23
23
"
rr
2x4Um.
Chord
23
23'
11.
a —
{
rr
LUMBER: Max.
Overall Spans
T520 Sanford Grip- Master
s ig-P Equal areas
•41
5545 Sanford Grip - Master
(5`5 x 9) CAMBER 3/8"
OVERALL SPANS are based on a nominal 4'' bearing widths and may be increased up to 8" with nominal 8" bearings.
2Chor
Chord
1500f Ind. Hemlock 23 - 8 23 - 8"
1 2K. D. So. Pine
2 Southern Pine
1200f Ind. Doug Fir
1200f Ind. Hemlock
SPANS - SPACED 2' - O'
DESIGN LOADING
Roof 45 psf .
Ceilin 10 psf
Total 55 psf ,
Load Duration Factor
33 -1/3%
321 Sanford Grip- Master (3 x 7)
ALTERNATE JOINT
3
12
LUMBER: Max.
Overall Spans
2 4 4 Top
Chord
DATE: 4 _ 25 - 63
revised: 5 - 28 - 63
a
3$0 b
1 '36551C
, G
Maximum moisture content of lumber
shall be 19% at time of fabrication
520
1 25 9 00c
(16 °'C
354011 230
39 Sanford Grip - Master
(3 x 3)
Cho
NO NAILS
FIlf NO. KGM- 23 -3 -55
730
d 5201
h
23' - 0" Clear Span J
327 Sanford Grip - Master
(3 x 9)
5/16"
Equal areas
SANFORD GRIP- MASTER PlATES opplied to
both faces of truss at each joint, shall be 20 gouge
corrugotsd golvanized steel, with four 3/$" hooked
crimped tooth per square inch of gripping surfoce.
Connector Plats safe work has loads:
Code Dade
Pine or Ftr 1 65 si
Hemlock: P
A
V /
U)
0
z
Q
l'pon 'eq,esr, one pu.. c •
'_e supple: a cop o ^'S
• el 9^ :eor n on '^'press :on sea'.
copyright 1941 aeetleed Imes. lets .
OTE, All w
NOTE All
2x4 "M
NOTE, Hip shill consist of two (2) truss.•. Each truss rusty haul Sanford Gip - Master Plates on both feces N all folnts as shown.
Trs s shall 1se teetar.d together with 12d rails et 12 "o. c. 7' - 0"
JOINT 3
2 x 4 A
or 2x3
JOINT 1 JOINT 2
JOINT 8
{{�7 x7
NOTE, All wilyt.b.2x4 "B'
or 2 x 3 "C"
2 x 4 C
.01N1' 12 JOINT 11
f"— - CAMBER BOTTOM CHORD 3/1" AT CENTER
6.2x4 "1"
"C"
x 4 A
GUM
.O1NT 7
CAMBER BOTTOM CHORD 3 /8" AT CENTER
JOINT 16 JOINT 15
.10IN
TEs \I egos
b.2s4`1 "w2x3`C"
JOINT 11
12
J0IN1
JOINT 14
3
NOTE: All webs
to be 2x4 "8 "or2x3 "C"
SPACES
i
JOINT 9
12
x
1.
JOINT 7
.DINT 6
12
3
12
JOINT 7
12
3 �
11' - 0"
JOINT 7
CAMBER BOTTOM CHORD 3/8" AT CENTER
I _ 13' - 0"
JOINT 14
I" CAMBER BOTTOM CHORD 3/1" AT CENTER
12
3 JOINT 4
DESIGN fOR HIP 1 1
1000
6
set bacls f 7" from •rd wall. 860/C -
9' - 0"
JOINT 4
DESIGN FOR HIP 1 2
spaced 2' - 0" o.c.
12
DESIGN FOR HIP 1 3
*soc•d 2'
DESIGN FOR HIP /4
spaced 2' - 0'o c
770 c
410/ b
DESIGN FOR COf4M0/4 TRUSS
;paced 2' - 0"o. c
— CAMBER BOTTOM CHORD 341" AT CENTER
S. A N F O R D T R U S
N T :
ee KGM- 28 -3 -55 for
a dditional dotails.
JOINT 3
.DINT 10
NOTE: 1. , 0': 1., or rosr.rl
Coc,.t!a- c:. o..l 1 1 1500r
Jr c, Jai, ;irc;cra lc Ill: •
NOTE: -rip-Master Plato
with hooked tooth used on
this truss.
(i 0 x:'15 REQUIRED
JOINT 20
.10•NT 20
720°
(
Aritt■ Do-
rc:
3 10 050
21' - 0' Clow Span
l 0
14d
13 750
71
10
39 Sanford Gip -hipster
(3 x 3)
14 Sanford Glp-ln .q
(1x4)
1, 4 Cut
5/16"
1/4 -
5
8
1 -1/4" . i-
1/4 "Cut
I'.
EMI
Sonlor
(3 x 15)
Gtp-
sans ,an
F -55:0 Sanford Gip -Mestw
(5.5 x 14)
1 1/4' ,11r
9
12J
18
I I -wo
9-
�
4 ,5 11,660
12,800/T --
a
820/ 8I61 0 / • i 860 860/ 8I IDS/
2 /
"5 b
1660
a
34c,
6 i
12 3 4101
d
28' - 0" Clear Span
570
•
28' - 0" Clear Span
v 4
1,2
12251C
5?0 - 3/0
600
300
4940/T-
FORCE DIAGRAM
5200 - -- 57" 2404T
1000 FORCE DIAGRAM
305 / b I5/ c
465 d 3r' 4`5/ 515/
3 4 5
4230rf
240
• ▪ +
28' - 0" Clear Scan
ant it 3 C
410G
05
FORCE DIAGRAM
475 475
e lal
705/
b
0
d
•
Li
13
26 Sanford Gip -Mode
(2 x 3)
339 Sonfora Gtp-
(3 x 13)
315 Sanford Gip -Master
(3 x 5)
F -3530 Sanford Gip - Master
(3.5 x 10)
3"
j
14
324 Sanford Gr'p- Messier
(3 x 8)
312 Sanford Gip -Masfw
(3 x 4)
28 Sanford Gip -Moiler
(2x4)
20 ' NOTE: 2 x 4 w•dg.
and' 16(1 x 6) S.G.M.
wedge r.ot required fc:r spans
3' -0" less than those listel.
SANFORD GRIP - MASTER PLATES applied to both locos of truss at eoch jrint, shall be 20 gouge galvanized steel, with four 5/16" formed
teeth per square inch of gripping surfoce.
POSITION NAILS located os shown in joint details shall be 1 -1/2" long annular ring shock 0.120" diameter, 9,'32" head; trusses up to
36' - 8" overall span may ose 0.113" diameter, 1 -1/2" long fl Ilet head T - nail , or equivalent nail with common head.
CENTERLINES of Sanford Grip - Master plates shall be located at joint centerlines or c ircled points (o) unless otherwise shown.
TRUSS MEMBERS shall be accurately sawn and then firmly clumped in odequote jigs so that upon completion all joints are in snug contoct.
OVERALL SPANS ore based on the use of a 4" nominal width of bearing. Lp to 8" of bearing width may be used which will permit an
increase in the maximum overall spun of 8 ".
OTHER LUMBER of equal or greater stress value may be substituted fa tho shown in the lumber table.
DOUBLE CUTS ON WEB MEMBERS shall meet at the centerline of the nett, unless otherwise shown,
LATERAL BRACING OF 109 CHORD: This truss has been designed considering the top chord a lateral braced with sheathing, purllns at
o maximum spacing oT3' - 0" o.c., a laterol brocing ut a maximum spoclog o f 3' - 0" o.c
FIELD BRACING: Truss manufocturer must furnish truss erector with a cop) of this design to assure that all field bracing as noted on the
drawing is properly installed.
3/12 SLOPE -TO 28 -8r SPANS - NIP SET
copyright 1963
- 2 -1 /2"
550Sanford Grip-Mother
(5 x10)
336 Sanford Grip-Master
(3x 12)
3
15
T -535 Sanford Glp -Mrb•e
324 Sanford Gip- Mtedar
(3 x S
5/1S"-
1-3/4" -
T -864 Sanford Grip - Master
550 Se lord Gip -Martyr
( 3 x 10)
321 Sonford Gip -.W ass
(3x7)
315 Sanford GrIp -Muter
(3x5)
3/4 " -7 r-
1/ 4"
(1)8d nail or
(1) 13 Sanford ^ri;.- Ma;t,,r
(143j' on (1) one ;lJ. _ __
LUMBER
C B
A
28'-8"
1 1 Southern Pine 1 2 Southern Pine 1 2 Southern Piro
15001 Industrial Fir 12001 Industrial Fir Construction Fit
26' -8" 1 1200f Ind. Hemlock Const. Hemlock
15001 Ind. Hemlock
Design for Truss and Hip Trusses - up to 28' -8" span
Live and dead load on roof 45 psf
Dead load on ceiling 10 psf
Total Design Load 55 psf
NOTE: 33 -1y3% allowable unit stress increase
for short time loading.
Sanford truss, Inc.
165
a
•
1,2
DESIGN FOR TRUSS up to 28' - 8"
T -864 Sanford Grip- Master
- - -1/4"
ALTERNATE JOINT
NOTE: Al web members to be
2 x 3 or 2 x 4 #1 Southern Pine,
1500f Ind. Fir or 1500f Ind. Hem-
lock.
CAMBER BOTTOM CHORD
3/8" AT CENTER
OVERALL SPANS, are based on the use of a 4" nomina' width of bearing unless
ot e�i rwlse shown. Up to 8" of bearing width may be used, which will permit an
increase in maximum overall span of 8"
LUMBER: Max. 2 x 4Top 2x4 Btm.
Overall Spans Chord Chord
0 1 Dance So. Pine
0 1 K.D. So. Pine
Sal Str. Fir
Sel. Sir. Hemlock
1 1 Southern Pine
1500f Ind .Doug . F i r
3
FORCE DIAGRAM
11
3
LUMBER: Mux.
Overall Spans
1500f Ind. Hemlock
°2K.D. So. Pine
0 2 Southern Pine
1200f Ind. Doug. Fir
1200f Ind. Hemlock
SPANS - SPACED 2' - 0" O.C.
a DESIGN LOADING
b..
0
r
T520 Sanford Grip - Master
1/4" 550 Sanford
Grip- Master
(5 x 10)
Roof 45 psf.
Ceiling 10 psf.
Total 55 psf .
Loua Duration Factor
33 -1/3%
321 Sanford Grip- Master (3 x 7)
ALTERNATE JOINT
LUMBER: Max.
Overall Spans
111
12
14 Sanford
Grip - Master
(1 x4)
DATE: 4 - 22 - 63
revised: 5 - 24 - 63
a
7 0#
410# b 91°
466 1 2
1 2
A
RL.
2x 4gtm.
Chor
4530
28' - 0" Clear Span
28 Sanford NOTE: Wedge not required
Grip - Master for spans 3' less than those
(2 x 4) listed.
16 Sanford
2 -1/2" Grip - Master
(1 x 6)
12
J3
2 x 4 Wedge --
FILE No. KGM — 28 - 3 - 55
730 d
770 #T 77
MTh°
26' - 8" 26' -
28'
28' -
28
28' -
11
11
2x
Chord
2x4Btm.
Chord
2 x 4 Top
Chord
Maximum moisture content of lumber
shall be 19% at time of fabrication
SANFORD GRIP - MASTER PLATES, applied to
both truss at each joint, shall be 20 gouge
corrugated galvanized steel, with four 3/g" hooked
crimped teeth per squor• inch of gripping surface.
Connector Plate safe working loads:
Code: Dade
Pine or Fir:1
NO NAILS Hemlock :3 165 psi
4
333 Sanford
1" Grip- Master
(3 x 11)
/16"
Equal areas
(1) 8d nail or
(1) 13 Grip - Master
(1 x 3) on (1) side.
0#
oc
0
J
(1)
D
Upon request, any pubCc outhor■ty
wIl b• mppl :ad o copy of this
design bearing on Impression seal,
cos>n lafet 1963 pongee/ hem. 'as.
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