855 NE 91 Terr (5)ITEMS SUB CONTRACTORS & SUPPLIERS
NAPE & ADDRESS
1. Architectural Fee plans W- 1,�1/�S[, �' ., `99g uw 1'W -
- UJ Wm,
2. Asphalt walks 9 drives etc.) . ' IJ W ev k 10 ^ SLi Si-- kgiJ t
thu••
3. Cabinets m Bath Vanit , i , • ,
4. Cabinets m Kitchen II 1( ;`- TRA - ., 1
1 �
5. Cabinets- Medicine
6. Cabinets ® Unit Closet : ,.
7. Cleanin: f • �,
8. Cl Site ' . T i - T► lhL 44.9® 1 l
9. Concrete ® Foundation, Slabs. Beams bpi
10. Concrete ® Walks drives . etc. .'"B2eq s
11. Contractors Fee • -
12. Electric Fixtures Illa:.c :. -!' =t'0
in.
13. Electric Uirin: .' ° �'� ► 'm_.. t
tmenra i
14. Equipment Rental IIIIMMINIIIIMMINI
15. Excavation ,•. 11 F
16.` Fill for S]. • f
17, F1oo;s -' Finish - good /II AvtlalM,64 -tp.4..4. - 1;__, S
lwww
18. Floors - Terrazzo - 4 . .
19. Gara_e Doors MSC,, OUM, MAMPT
20. Glass Slidin. Doors I' ,[ tee- _-• (aJ % -
21. Hardware m Finish 1 ci. tw ter„",1 &n, 9-Na.A,,•,ntye._ -- C1 � ' l
lehluie.
22. Hardware .. Rou.h i e .. - Z- -r, c
23. Heatin: � ' :a. • t. : [��� <► :` .��_��
�r
24. Insurance - Liabilit corn..-bond IIM T ._ , � r L
L. 7_ ••
25. Labor - Pa oll ]
6. Labor m Contract iii_My '∎ •
•
27. Labor o Contract
o 111791111
2
28. Landsca•in Fill- Gradin: AMMI��;� cML„ o
-,.
29. Lath. Plaster. Stucco ( M
30. Lumber All (': `�_aM NEU ►
►,7ROPi
.�1. f " I--
31. Masonr Labor FAIL :., _ T..,_��.. ►
32. Masonr Materials . Block t �ton zmu« L_ .
33. Millwork [:'.:I .�'��MILMINIMM?EILlta
34. Miscellaneous _
35. Ornamental Iron Work V
- 1 1 _
V I
37. Overhead ' •
38. Painting \ °Q.bf /
39, Permits, Temporary Power
40. Pilin; (Foundation) NcMAF
41. Plumbing Complete 1 TIM I
IMIM R 4
4-
42. Pool - Swi mmi n
43. Roofin: & Sheet Metal Work ;t...<, -. • (
(" l ►ate.
44". Roof Trusses - Pre =fab. ♦ -- Q e ; E M M Tar. ,
, / -- -
45. Screen Enclosures
46. Septic Tank or Sewerage
t, o %°1
Prior to a final inspect__ n this application must be filled out; if sub contractors have
failed to take out permits the general contractor shall be responsible for the permit and
fee. A final inspection must be made prior to the release to Florida Power and Light Co.
and the issueance of a certificate of occupancy.
OWNER A9-10-310 1 c) 1(�
BLOCK 0
LOT ^ .
BUILDER
MIAMI SHORES VILLAGE
APPLICATION FOR FINAL INSPECTION
JOB ADDRESS l I`l t ck`Te
SUB.
DAY LABOR CONTRACT DATE
19
• TOTAL
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JAIME
ARC
9999 N.W.
MIAMI,
PL
not the responsibility of tt s
fabricator. Persons erecting trusses are cautioned to seek professional advice in regard to
the erection bracing, which is always required to preyent toppling and "&minoing”
during erection, and permanent bracing which may be required in specific applkation.
Trusses shall be erected in a plumb and straight position.
■ ■■••••••••■■11...m.•1,0■
•
N9ERRAT
ITECT
7TH AVENUE
FLORIDA
5S1
"
0
•
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t & C: C.. 1
NOTE: TRUSSES MUST NOT
BEAR ON ANY INTECRIOR
WALL OR PARTITION
UNLESS DECSIGNED FOR
SAME.
twasserile.
SECTION —
181•111.61.11.11511/.
rempromortmo,
4.; "i•
, -
- TYPICAL OVERHANG
Ultat=======
, MIAMI
12.
12.
1
E.x-rstrio Amcgoas
Ovisrt. Tor CHOROS
eXTSNO A.).1C1-40R.$
OVER. To C o ;cos
NOTE: NO dillAIMS OR BACKCHARGES WILL
8E HONORED IF NOT MADE WITHIN 10
DAYS FOLLOWING DELIVERY.
NOTE: ALL DIMENSIONS MUST
BE CHECKED AND VERIFIED
BY OLD'R. BEFORE CONST
PREFABRICATORS, INC.
15450 N. W. 27TH AVENUE
BROWARD 524.1201 EiADE 685-Mt
ve.
f1 cit
A %" 1 4 a:77e7
4 777 •
DATA - ORW.ifY CM. BY PLAN No.
4 .t.1 7 ' 31'72 -
1-2
Type of
Roofing
2 x 4 Top
. Chord
2 x 6 Top
Chord
Heavy
2'- 6"
3'- 6"
Light
3'- 0"
4'- 0"
copyright 1967
� � F ' l �P
-- A. `M
• CAROL 9
SANFORD
L
r FT. ,.'JDLRDALE (,
G FLORIDA ; A�
sj G
SAt1FORD 600-C PLATES are 20 gouge galran steel unless 18 gauge is specified, and shall be
applied to both faces o f truss at each jot Plates shall be located symmetrical about joints, u n -
less placements are indicated by circles (o) or as d;meraioned. CUTTING AND FAORSCATION
sboll be accomplished using equipment which will produce snug - fining j of ni and plates. TV!FE-
ALL SPANS ore based on non ' nal l" bearing widths and may be Inc eased by as much as �" «Ills
S DESIGN STANDARDS conform with the oppCcoble pro•isions of the'No-
nal Design Specifications" and "Light Metal Connected Wood Trusses" (Truss Plot. Institute)•
FIELD BRACING is not the responsiblhry of the designer, plate manufacturer nor truss fabricator.
Persons erecting trusses are out'�oned to seek professional advice H regard to the . ection broc-
ing, which Is always •equ ced to pre.ent toppling and 'ds.ninoing" dwirg erection, and per morent
bracing which may be required In speclf c application,. Trusses shall be e.ected In o pho'b ord
ra;ght position, MINIMUM LUMBER GRADES we specified. Lumur o f rho some or greater
stress .aloes may be substituted. CAMBER specified Is for n mot conditions of ter ice ord
cation; fabri-
may be increased or reduced at the orchitect ardror fabricator's option. Trusses should
be handled with core during fabncotion, shipping and election, to pi e.ent damage.
2.5 x 4
2x4or2x6t
chord of truss
4$'
1/8" x 1" Strop Anchor bent
over top chord of truss. N a i l
with three 16d rails. (typical)
36" to 48"
(2) 2 x 3
2x3 or 2x4
DETAIL OF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER
0
2 x 4 or 2 x 6 top
chord of truss
LUMBER: Max.
Overall Spans
2 x 4 edger {Required when length
of overhang exceeds value! on table)
bolted to tie beam with 1/2' "I bolts
4' -0" o.c., connect return to ledger
with one Sonford Framing Anchor, (by builder)
Chord
Concrete tie
beam (typical)
Btm. LUMBER. Max.
Chord Overall Spans
24' to 36"
2x3
1 /
clearance
12" to 24"
1 /
clearanc
up to
Cho Top
LUMBER: 1500 f Industrial Douglas Fir
1500 f Industrial Western Hemlock or
No. 1 Southern Pine
Chord
Min. 2 x 4
Plate (typical)
(by builder)
2 x 4 or
2 x 6 top
chord of
truss
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JAIME MtJN4E3ERRAT
ARCHITECT
9999 N.W. 7TH AVENUE!
MIAMI, FLORIDA
PL 4- 551
y.•
1
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t —$ 1 4'4+,4
NOTE: TRUSSES MUST NOT
BEAR ON ANY INTERIOR
WALL OR PARTITION
UNLESS DESIGNED FOR
SAME!.
t
•
SECTION
FIELD BRACING is not the responsibility of the designer, plate manufacturer nor trios
fabrIcator, Persons erecting trusses are cautioned to seek professional advice In regard to
the erection bracing, which is always required to prevent toppling and "%lomInoIng"
during erection, and permanent bracing which may be requited In specifle application.
Trusses shall be erected in a ptumb and straight position.
'zugas==========.
01141.11NIMINNIMINIP
- TYPICAL OVERHANG
1
12.
It
• - '
eXYDNO A4C1404.3:
QV OR. To Coot
5.xygiNo A.14cv4olts
ovitot. Top CHokos
PREFABRICATORS, INC.
113415O N. W. 27m AVENUE
BROWARO 1324-1201 ' DADk 6813-2431
Ait6-titr4014
oxre ORM& CK. ay PLAN No
46. 1I T
NOTE % NO CLAIMS, OR 8ACKCHARGES WILL
BE HONORED IF NOT MADE WITHIN 10
DAYS FOLLOWING DELIVERY.
NOTE: ALL DIMENSIONS MUST
BE CHECKED AND VERIFIED
BY OLD'R. BEFORE CONS
•
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IION 601.F.
1
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Fowl° .- rioN Pt_ AN SCALE, 4', -0"
1 4
_ • ---•••••
10" X l6' (XIX. FC•Oilrol
4 4 /
2 # 5 scE1- I
- 1- -- 1-- -
- 8" 12" CONC. COLUMNS REINF. I I4 4
/ 5 STEEL kOOS AND ;2 SniEL. flES
12" O. (..1. ;
Plt0410E - - 4'" na t*i•IFLS
AT LL COLUMNS 2'
A
1
• ......•••••
4- - 1 0
4
_ Oft Po fAt010 FILL
t
1
7 o i 16' ;&: t.Xj tiI a fl
2 $ riEL ktC4.r.1
- _
, .....,-...„---...„,„..„...„.,.....,.....
t -1 -
4
ak.2 Mee a e 9D# Par
(Via, DIAMOND MOH STUCCO
_
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= ; • „
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OP c11.)}+J \....
BUM \+3? ROOT
- fi re•IL: M-TAGGII
- MOITE2.-044.
ANL) JII.
1 i-"iG, 14
DFc.IF' AND
1
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STUC1.1)
ADil. AT
p: E Al S; t"." A (7A+
G-.;6fA 0: SI +Ei_ •
S!t::E
A
SECTION
41441414141.144
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f 2. •e. 4 - AA: L ,
*41
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TYPICAL WALL SECTION
SCALE r'rung'
.41
I A r•1 NI 0.
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F
rieeet
1R4jS MFTE TO , :14G?
FOR ROO' ft...WING
,K3" LATF
xl • =i
2
ENi 061
-
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A f
i+0,P
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y.:1 . • , N. -4; 16" (j.
LAI ei
PJKI.NGLIT; 11.
iXNG, 5Ali" .• 10/10301
TIN
I t
f NG WM NV;
.)C•41 T.
,t...-= - •
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1 _....
: _-;,- ,,1
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r
4 ' *.e 71‘ s ""4- e;fi es • 7
I'
ttsEg DIAGRAM •
SY
DATE--
POLLUTION CONTROL
METROPOLITAN DADE COUNTY
S EWAGE E DISPOSAL
Facilities ONLY
APPROVED
/ 2)
ri
-
S E C T
1r
.4
\+'
4
3
•
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L'. i»
1 PAN!. • olAlfR
SES•. & 1
TO 8€ DETEA4INEO AT EiTf.
D
4 PI', .1.1.1
P.C:ni-
r 1 Lei
D',2N.tr,r5LE.L.1)
1
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II
FOR
1 6 "X. - 4. E c_)■
LO 11 j3L5c.K_ D -6 P■ke. ADD
, .)K P; rtr) PtJBLiC RECOT-ti)S P1‘
DATE
APPROVED
REVISIONS:_
SHEET 4- 1
. 08,4 ti I ,..,..,:,+' .J... ' ' . . ''," "-:'," `,'•', ....k
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.kil. Qrr ON tilts DaA410 A15, IA A eIni tat 046 1 0-4; 4 Aod 4ifx.k 1
MA - 1 - 4 7,143 AO AtALL ‘ 1 Xlki ti en t•Y =1 Ili Co4,Aqrcit 3$4roalt ;p virry• Oijr vio1,,,,
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y iN P
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T t Ir�
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14
�1. tz.i E ENS 1" x 6" 40 30* ft1T
FR, ; 'AMOND MESH STUCCO
i O� :(.A 3 f :ON f_ I A r'i. 1 r4FL*A4.tS _ x
t IA"J.I wt t F_ :r 1 4i 1../14 f � ....._..,. y F , . .._
n r � q - f
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it
DY
} {malt LOT
Q s ' r 1 : :i !''�`l CiaL�.s l 6&re • PAt?b; �NDO,.
t5 1 7 a 0 M r2 t,. A P.. a c: t iv l c.
r
?L.t i ':�'
CO MM.
L.R ` ON 8111 r .. nil•( @ - A:9 Ix .t Y).i A *. wi C'rt;r Fb L'. # tt'a i�.x. �` :s.TP 74}—,
ijcsricK A ? O13r 8 1 11.!) &IY ?HS S. c.Tva : 5 d�R iYc�c F?� 4 '
YANG ' 1-1!,"0 t3 Yit? ;,744 li It d .iii* bk01`, i
cE4Eg L mores 3,,
N!`tr-4 t()IzS
- ttue EtG'e it A
'1r�lla �'rf 1 k t _ ! PS EY
L $)b A 3N A
AN AI
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sett i 1;. zi?Zr e 3t,
F 0:1M Et) aARS.
LMT. ±,t„ C feK Am 1, 1E;4. 1 Fy
ALL (?( 1‘, 401 ANO CONOiTIO,NS
THE `J'if
10 E:>c f fi gAY f P
All. woPx LitJI i_ E! f�fi
Ira AC,C(., +RU NCi; ? i f T W A . r• CCf
MARK* SIZS [ � 1 QSSCRIPt{OY TdrtESS1.1 ` < �r,A, = t
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7 3 (j L r `JS,, L'-" rAt vii,
+. .:,A , ...'_A. _. ` "a`
",f cJ {t :+ C.; i•i w I s t ' S ' t.1l,.
150 ANire.>. rii It 4 X2.4 i ,r 3
j
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t?or 'x,1 N$ArER 2 j 1 t � `� Z� } 1)5. c
4 5
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11, s,AAts
i3A3E
7 At_t 5 CEIt tY; STOOLS
�.. _ . .. ► �_ c _ 99 4 to i
!/ ' _ ! {r •
, CLOTHES a•aSi1CR Z 2 t_� -. it t; }
1 ? , IF• 1'L. �1 � i � s
Balti
7.
TOTAL. cOriti c ri v w!45 ±} w .
MAIM 1il�f�'. ( 5 O ,,,\M !!i � - o �1�;� ' � '. " _ck )i iotl i r
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Ai N 2 2 - 72
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ai " fT 1 ,4 it
1.4
513 " , (
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LC:CZ 770,c/
cr7. v4.40t
r,34.t3
•
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G 64Te: PZE/e- .1,0DITA:a0
4/7/ -z)Ave.;
lZf . 4(4y C4filry trial
e ( 4j 14
n k• !::••• Eh'
i5
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ktyl eft
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581 N. €.11$1
MtAM L110h3, ILA. 331i8
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FA ti t tomtf gootM
PLAN SCALF. h".0
LA NJ Is,
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8 1i = !t
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Orararra
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*:..x3_ .- st,...,.sx...s....:.... - <v r ,i.*. a'aw r... •ar.. reW
7 .:
'M ON a FLEVATION SCALE Vsrte ! 4 '
a s4ara - rs'b- ._.+.. .., au. - -.. ,..:4•.. a.... -. .. � �.. s.,. �. ws.; .....�.:,.- w. . <xl�. -za .... _ .--
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t r i IV" LES t;?tl_; .. 4 3 f 11(:L :•3
1_ _
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4 f
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TO l' ( :1N: c rtD g_.0A AMPS i � '
MAIN 31.tAVlf�r M ; + PS ` l$k li i a IN C:x.i ti)ili r 1 •E
t'�4tJfsi�a P t � t r
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1 iV�S.J1' Ci i� AW) S! llr BK Ydiiiirl$F� BY ICI CONtRA•'TOR +g, ..r;)Z rr ;4,- .` , .t:,
l t(Y' R 20stl30 ?HAIL ii0't' !3h3iv)t40, s �taaF� •r ,5'1. '„'Y
726;
J
RJR
4- -72
SANFORD TRUSS
v
- s
DESIGN LORDING
ROOF 45 PSF
CEILING 10 PSF
TOTAL 55 PSF
33.3 X UNIT
STRESS INCREASE
3.5 x 4
1x3
SANFORD 600 -C PLATES
_cc a-< MM,... OM.O.•uVMV.O IT.L ..p••O" Mi..,u.M.0,0.0a...W,"1M
.. t -. ,an, .4.11 .1ac.,D I3.41.414.. ,.a1 Viral u..0 tua..M„ ....ou,D n *ICI. a 011 r •
.*Aura, ow.1 VA.ro....40 Of. NO...... A.*K x....111 14 ra nt..• WV Ai • 1.11441 WOO
.000 Ilf1AA�,1 .1111 , ¢ w..cinG 3401 .4 ewn. OR 14 70.41, r S wr.. K ti. AO. ns{
WO. MIS*. Cso4.114141 CAL,Gire0 rtortIVOIs. *AC/ sir V4.0 TO .14301, 7
c..w..t..t
4.4 n0 rft. Ac..11, • AY 3 1 111413,1 �� , Of 14 t.";. r 04, .14 .,i.,..s rut ` 46, . "rc
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7 , •
.c.•.. 1 �. Cv... ..T......>un ,
c. .w 1...MM,. a1 M „ „. c.. ..c. t..�u,,.,., a .a,,,...�1�<w
DESIGN FOR TRUSS 20'- 9" OVERALL SPRN
SPACED 2'- 0" ON CENTER
RECOMMENDED CAMBER: 1/8" PER 8'- 0" OF TRUSS SPAN
SYMMETRICAL ABOUT CL
EXCEPT AS NOTED
5x4
It
1.60
1/8" ALTERNATE CE JOINT (Splice)
DESIGN CRITERIA* 1970 TPI
t -5/e• LUMBER
2X4 TOP 2X4 DTM
CHORD CHORD
20 -e • 20' -8 -
19 -0 ' 20' -8 •
18 -10' 20' -8 '
17' -3 • 20' -8 ' NO. 1 K•0. SOUTHERN PINE
16' -11• 20' -8 • 140.2 DENSE K.O. SO. PINE
15' -5 ' 20' -8 • NO. 2 I•2, M•G• 50. PINE
14' -3 20 -e • N0. 2 K•0• SOUTHERN PINE
12' -7 • 19' -5 • NO.3 DENSE • S0. PINE
l9' -9 20' -8 ' ON.SEL•STR• ORY SO. PINE
l8' -2 • 20' -8 • SEL. SIR. DRY SO. PINE
17' -10' 20' -8 • NO.1 DENSE ORY SO. PINE
16' -4 • 20' -8
16' -0 20 -6
14' -9 • 20' -8
13' -6 • 20' -6
•
LUMBER SPECIES
ON•SEL.STR.K•0. SO. PINE
SEL. STR. K.O. SO. PINE
NO.1 DENSE K.O. SO. PINE
NO. 1 ORY SOUTHERN PINE
NO.2 OENSE ORY S0. PINE
NO. 2 DRY M.G. SO. PINE
NO. 2 DRY SOUTHERN PINE
NOTES NE6 ncnecpi to DC tX4 NO. 3 DOUGLAS FIR. OR SOUTHERN
PINE. OR 1X3 NO.1 DOUGLAS FIR. OR SOUTHERN PIKE
NOTES FIFTEEN PERCENT INCREASE TAKEN ON ►e FOR REPETITIVE
HEADER USE.
R -1 = 16S6.
ALLOW. UNIT STRESSES
F6 (PSI)
2650
2250
2250
1900
1850
1550
1350
1050
2450
2100
2050
1750
1700
1450
1260
'TIPS!) FC (PSIS
1550 2150
1350
1300
1100
1050
925
750
600
1450
1250
1200
1000 1250
1000 1150
850 1000
725 850
906•
20'- 1' CLEAR SPAN
e - = - 1714. 1 - 1 0 201.
1850
1700
1450
1350
1150
975
825
1850
1600
1450
1 -1/2' LUMBER
2X4 TOP 2X4 BIM m m
CHORD CHORD z "
19' -2 ' 19' -2 ° 0
17' -7 • 19' -2 to
17' -6 • 19' -2 ..
16' -0 • 19' -2 • f
15' -8 • 19' -2 ro
14' -3 • 19' -2 °
13'-2 • 19' -2 ro
11' -7 ' l7' -10" `
18' -3 ' 19' -2
16' -10' 19' -2
16' -6 " 19' -2
15' -2
14' -10'
13' -7 "
12' -6 •
Span Plate
20'- 9" 2.5 x 6
19'- 8" 2.5 x 5
15'- 8" 2.5 x 4
Equal Areas
19' -2
Cr)
19' -2 "
19' -2 •
19' -2
PAGE 12 -63
J
t
ST1)NOO11110
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4
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a. 1•'•q°A1 'P•la>+d• •-• MOO 131wm wnvoNiw 'P wl- I1=• M•IMr' " 'li•• - 1
P-• .•SIN 6q ,11'1 ,500'0'p••Y .44/6 .44..4n0 .OEI'0 3••Y 1 1• 6 1 .4't 4 1 ION.
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uodS csnJl I loJanO
(IoDtd.X4)
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rib 0
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spaa3xa
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9 x C
• paJlnbar
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4uaA
- yy x
• p,b so aaocI -
a
g
- xow •8/C - IL
S
Y xS
Y xS
Y xS
T"
s 091
9 x
(IoDId.(4)
pa :oats t. x L
Jo x L Lagwaw
T IoD14Jan 'iv
•uMOys asIMJay4o ssalun 1,..009 • o6 oz aq W sa4°Id IIY :a4oN
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'S1N3A AO S111130 ONIMOHS 0N3 319110
SANFORD TRUSS
CO
ti
0t51GN LOADING
ROOF 45 PSF
CEILING 10 PSF
TOTAL 55 PSF
33.3 % UNIT
STRESS INCREASE
DESIGN FOR TRUSS 45'- 7" OVERALL SPAN
SPACED 2'- 0" ON CENTER
RECOMMENDED CAMBER: 1/8" PER 8'- 0" OF TRUSS SPAN
NOTE: DO NOT COMBINE TYPE A & TYPE B SPLICES IN SAME TRUSS.
IF NECESSARY, TWO TYPE A SPLICES MAY BE USED.
2 -1/2"
SANFORD 600 -C PLATES
�4 , " n, MAL .3. 0...11111 Mil , WV. ,..• .4.110. O, WO OF
RAC1 41
r „1p.... onuMO ...c•,.M,,, wow .a .amt ace. 1,744 101.1
...•,.n, •. . -1.• .0•. ......."..•110 AA. VAN .,M..•....•1...•.,.,... -,.t1-
r.a,,.1011, rascM •.• 6 661. 0.34.0 ••.r.310.t1101+4 . a 1,4...10 14 ISICTiON .•..A•. m..
11 04.71,310.410 r1114.30...A4 30.411.4 DVIIrs4 1114.7.1. fill*.* 1.4.74 sesiCrs ArA• 1.10.410.
. .rC....1 - DIr4. •�.K
.1....0.• 10 MUG. 3..104, 1014 ,run•a - 1 •..0 r 1. . 1114 ".u1.."1wa.. a 4011.11 ..0,07.
4411,111 10 14 ..ON ry 11...1
. M<. "+ CO CLM.O. !a.
Span Plate
45' -7" 6x6
33' -8" 6x5
SYMMETRICAL ABOUT
Span Plate
36' -0" 5x 5.
30' -8" 5x4
SPLICE TYPE B
3x6
Spon
45 7•• 5x 5
36'- 8" x4
T
- 1-5/6* LUMBER
2X6 TOP 2X6 BTM
CHORD CHORD
45' -7 .
45' -7 '
45' -7 '
43' -7 '
42' -9 •
39' -1.'
35' -2 '
40' -4 •
45'-7 •
45' -7
45' -7
45'-7 •
44' -0 •
39' -3
34' -3
31' -0 '
45' -7 •
44' -3 •
44' -9 •
29' -5 •
45' -7
45'-7
45' -7
42' -6
41' -7 •
36' -9 '
40' -0 '
36' -0 '
N.TES WED MENDERS 10 SE 214 NO. 3 DOUGLAS fIR.
PINE.
TOP CHORD SPLICES
(DULY ONE ALLOS O IN CACN CHOROI
1 -1/2'•
11
LUMBER SPECIES
ON.6EL.8TR.K.O. S0. PINE
SEL. 8TR. K.O. 60. PINE
NO.1 OENSE K.O. 80 PINE
NO. 1 K.O. SOUTHERN PINE
NO.2 DENSE K.O. S0. PINE
NO. 2 K.O. M.G. S0. PINE
NO. 2 K.O. SOUTHERN PINE
N0.3 OENSE K.O. SO. PINE
ON.SEL.STR. ORY 80. PINE
SEL. STR. ORY 60. PINE
NO.1 DENSE ORY 50. PINE
NO. 1 ORY SOUTHERN PINE
NO.2 DENSE DRY SO. PINE
NO. 2 ORY M.G. 50. PINE
32' -5 • 32' -3 ' NO. 2 DRY SOUTHERN PINE
NOTES FIFTEEN PERCENT INCREASE TAKEN ON F6 FOR REPETITIVE
MEMKR USE.
EXCEPT AS NOTED
11
Span Plate
45'- 7" 2 x 4
8" ,1.5x4
12
7.5
Walt
6x5
JORIMIlt
1 .50
OR SOUTHERN
e -1 =
C -2
R -1 =
9 -3 =
Span . Plate
45' -7" 18-7x8
43'- 8" 18-7x 6
� 1 -1/2" 30 ' - 9" 6 x 6
SPLICE TYPE A
-1626.
-7863.
e73e.
5625•
ALLOW. UNIT STRESSES
F8 (PSI)
2250
1650
1700
1450
1950
1900
1650
1550
1350
1150
1500
1050
FT (P51)
1500
1300
1300
1100
1050
900
750
925
2100
1800
1800
1250
1050
875
1650
1400
1450
625
1400
1200
1200
1000
975
825
1450
1250
700
1013•
44' -11' CLEAR SPAN
-1434.
1 -2
2 -3 = 2001•
Span
45'- 7"
42'- 8"
37'- 8•'
34•- 8..
3V- 8"
28'- 8"
26'- 8"
FC (PSI)
1900
1450
1250
1250
1050
900
300.
1013•
1 -1/2' LUMBER
2X6 TOP 2X6 DTM
CHORO CHORO
45' -7 •
45' -5 •
45' -6 •
41' -5 '
40' -8 •
37' -2 •
33' - 5 '
38' -4 •
Plate
(2) 2.5 x 9
(2) 2.5 x 8
(2) 2.5 x 7
0) 2.5 x 13
(1)2.5x12
0) 2.5 x 11
(1) 2.5 x 10
= 2477.
Equal Areas
45' -7 •
45' -7 •
45' -7 •
43' -0 •
41' -4 •
36'-11',
32' -2
29' -5
45'-7 '
42' -1 •
42' -7 •
27' -7 •
45' -7 •
45' -7 •
45' -7 •
40' -0
38' -0 •
34' -2 •
39' -2 •
34' -7
30' -9 ' 30' -4
657.
DEBJGN CRITERlAt 1970 TPI
PAGE 12 -32
, s 0
r -4
rn m
z
0
z
0
N)
0,
0
0
Type of
Roofing
2 x 4 Top
Chord
2 x 6 Top
Chord
Heovy
2'- 6"
3'- 6"
Light
3'- 0"
4'- 0"
SANFORD 600-C PLATES ore 20 gage galvanized steel unless 18 gouge is specified, and shall be
applied to both faces of truss of ench joint. Plates shall be located symmetrical about joints, un
toss ploce.ments ore indicoted by circles (o) or as dimensioned. CUTTING AND f AJRKAT ION
shall be accomplished using equipment which wall produce snug - lining jo;nh and plates. OVER-
ALL SPANS ore based or ro nol .4" bearing wldrhs and may be in ased by as much as F -h
an nol 8" bearing. DESIGN STANDARDS conform with the applicable provisions of rho "No
ol Design Specifications" ord "light Metal Connected Wood Trusses" (Truss Plate Institute).
FIELD BRACING is not the responsibility of the designer, plate maeufocrune- nor truss fabricator.
Pers c, ng husses are ca.aoned lo seek professional advice in regord to the erection broc-
ing, which is always required to prevent toppling ord "dominoing" during erection, and permanent
bracing which may be required in specific applications. Trusses shall be ejected in a plumb and
straight position, MINIMUM LUMBER GRADES ore spe<;fed. Lumber of the sane or greater
stress values may be substituted. CAMBER specified is for normal aond;tione of us, ice and fabri
moy be increased or reduced at the arcb,tect and /or fo*rl CO/ or'5 apr Trusses should
be handled with care during fabrication, shipp ord erection, to prevent domoge.
2x4 or 2x 6t
chord of truss
1/8" x 1" Strop Anchor bent
over top chord of truss. Nail
with three 16d nails. (typical)
36" to 48"
2x3 or 2x4
DETAIL OF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER
2 x 4 or 2 x 6 top
chord of truss
1 -_
LUMBER: Max.
Overall Spans
2 x 4 ledger {Required when length
of overhong exceeds value on table)
bolted to tie beam with 1 /2' bolts
4' -0" o.c., connect return to ledger
with one Sanford Framing Anchor. (by builder)
Concrete tie
boom (typical)
Chord
Chord
LUMBER• Max. Top
Overall Spons Chord
LUMBER: 1500 f Industrial Douglas Fir
1500 f Industriol Western Hemlock or
No. 1 Southern Pine
t-
2x3
clea 1/4"
ranc
12" to 24"
Chord
Min. 2 x 4
Plate (typical)
(by builder)
2 x 4 or
2 x 6 top
chord of
truss
z Q V.
o T T.
7
0
0
0
SANFORD TRUSS
r)
0
0
DESIGN LORDING
ROOF 45 PSF
CEILING 10 PSF
TOTAL 55 PSF
33.3 Y. UNIT
STRESS INCREASE
3.5 x 4
1x3
O(SIGN CRITERIA' 1970 TPI
SANFORD 600 -C PLATES
.004.40 N47." • OA. a.1V.112211 11•1.101• 4 a.a a 1•7 es 4e Ww1 It M4D , 0 4,. ar N.
•1 IK• 41st ,4111 4101. • ux.nc 4..4.104 1 0•07 1014/1 w70 ,40.047 .1. 4101 at •
•..140..•. 171.0..• 1 w1c. , -. wLL • KC0/401.0 11,x. 101.74114 011110 114400. 1. 041111.•
11111„1..,11....N1. ar 101 >1e4141.1411..17.01 Aft .7
«4.01•111 4 . 11101 4..1714 4,7.7„71 4 •...t.., .421 .14
•
DESIGN FOR TRUSS 20'- 9" OVERALL SPAN
SPACED 2'- 0" ON CENTER
RECOMMENDED CAMBER: 1/8" PER 8'- 0" OF TRUSS SPAN
SYMMETRICAL ABOUT q.
EXCEPT PS NOTED
5x4
It
t .50
1/8" ALTERNATE 4 JOINT (Splits)
1 -5/8' LUMBER
2X4 TOP 2X4 BIM LUMBER SPECIES
CHARD CHORD
20 -8 ' 20' -8 • ON.SEL.STR.K.O. S0. PINE
19' -0 ' 20' -8 • SEL. STR. K.O. SO. FINE
18 -10' 20' -8 ' NO.1 DENSE K.D. S0. PINE
17' -3 ' 20' -8 ' NO. 1 K.D. SOUTHERN PINE
16' -11' 20' -8 ' NO.2 DENSE K.D. SO. PINE
15' -5 ' 20' -8 • NO. 2 K.D. M.G. SO. PINE
1 14' -3 " 20' -8 ' NO. 2 K.D. SOUTHERN PINE
12' -7 • 19' -5 • NO.3 DENSE K.D. SO. PINE
19' -9 • 20' -8 . ON.SEL•STR. DRY SO. PINE
18' -2 ' 20' -8 � SEL. STR. DRY SO. PINE
17' -10' 20' -8 NO.1 DENSE DRY SO. PINE
16' -4 ' 20' -8 ' NO. 1 ORY SOUTHERN PINE
16' -0
14' -9
13' -6
' 20 -8
▪ 20' -8
"
' N0.2 DENSE DRY S0. PINE
' NO. 2 DRY M.G. SO. PINE
• NO. 2 DRY SOUTHERN PINE
N01E1 NCB KISSERS TO OC LX4 NO. 3 DOUGLAS ►IR. OR SOUTHERN
PINE. OR 7X3 NO.t DOUGLAS ►IR. OR SOUTHERN PING
NOTE' ►1►TCCN PERCENT INCREASE TAKEN ON PS FOR REPETITIVE
HEMKN UDC.
0
R - : t6SB.
ALLOW. UNIT STRESSES
FE W'S!)
2650
2250
2250
1900
1850
1550
1350
1050
2450
2100
2050
1750
1700
1450
1260
FT (PS11 FC (PSI1
1550 2150
1350
1300
1100
1050
925
750
600
1450
1250
1200
1000
1000
850
725
906.
201e
20'- 1' CLEAR SPAN
1 - . - t114. 1 - 1 c 201.
1850
1700
1450
1350
1150
975
825
1850
1600
1450
1250
1150
1000
850
Span
20' - 9"
19'- 8"
15'- 8"
1 -1/2' LUMBER
2X4 TOP 2X4 BPI
CHORD CHORD z
19' -2 • 19' -2
17' -7
17' -6
16' -0
15' -8 "
14' -3 "
13' -2
11' -7 "
18' -3
16' -ID"
16' -6
15' -2
14' -10"
13'-7 '
12' -6
R = 1107•
Plate
2.5 x 6
2.5 x 5
2.5 x 4
Equal Areas
1
0
-4
m
19' -2 • 7
19' -2
19' -2 • Q a
19 '- 2 ' N '-
19 '-2 ' o
�
19' -2
17' -10"
19' -2 • cn
19' -2
19' -2 '
19' -2 C-1)
19' -22
19' -2
19' -2
553.
PAGE 12 -63
GABLE
END SHOWING DETAILS OF VENTS.
All lumber to be 2 x 4 No. 1 Southern Pine or 1500 f Industrial Douglas Fir.
Note: All plates to be 20 ga. 600-CL unless otherwise shown.
All vertical r
members 2 x 3 or
2 x 4 spaced
2' -0" o.c.
(typical)
I
1
3x6
en
pace as req'd.
2x _ 4
3x5
- 8 -3/8" max.
3x5
2 x 3 (typical)
Vent
opening as
required. I
5x4
5x4
16d nails +
2x4 lateral
brace req'
when lengt
` of vertical
c
member
exceeds
5x4
x 3 (typical)
L y� co0
1
I
3x6
\ 2 x 3 (typical)
x
Block by Others
(typical)
Overall Truss Span
Bottom Chord
SANFORD TRUSS CONNECTOR PLATES, applied'. bath ar,bd lac 01 hoar ". d , shall • b •Ithat located
S G > ip -M e:+ Saakrd 60D-C far G.MOfer, R a. sp p•
ga to 0 In
resnoekiwl 216.1 Ira pink, oleo plate pbcwnnts two indicated b/ circlet at dIno,•kre. Perlin
nails, (NOT REQUIRED .hen plans en paved i.,• bath faces of hos while It r«n;re clanped 4 Ir<d
M 1.Y
T -II d I . S• long emu*. rhg sherds O. o a• d MINIMUM UM L M R R co-Am( I diameter, la
MNIUM WA'4E GRDE are 7peclFld• Loeb* al 1M
r-.ol l; a .when. sell .0th y be eu head.
ear- or greater •k.. velum 40p b• •bsirvtrd. UA.ER p.clnd b for rental conditions of service and
F•6rludial; • N' be increased or reduced at tfr r t ad/a fabricator' aNtOn. 1.0.111 kaci T -0'
Top Cher*. Mb eve has been designed oensidxi.g the q chard brood a - Inn e Is not n e•ceeding
; x 3 (typical)
it �l
's\
Light Roofing Heavy Roofing
Sheet Meta1,1 Slate, Tile,
Asphalt etc
shingles, etc,
Vs
Goble End -
FE D IMAGING is not the responsibility of the designer, plate •arerfechow 1o• huh fabricator. PeM
•d theme eme are cautioned le seek p.o4aSorsl ed.lu In regent I• the wectt. bracing, shtick Is
.wired le pr•.•nt toppling •d 'dominoing• during steels., end 1,er1110rw1t bracing .hkh •sap M ,gird
in specific opplicalkm. Troyes doll to erected In 0 plumb and straight position. K ANDUNO, Theme
doll be handled with care doing fabrication, duipping and erection, le pane., defog.. CURING AND
FAIIRICATION -out be accomplished using equipment .hick will produce r•gli4lng joints end plaice•
OVER -All STEN S are based on ,seminal S bearing widths end may be inreared by to much as 1' with •-0r
TOT Ir baffle. 5ESIGN STANDARDS tame with the applicable provision el He "Naiad D.. . Spec -
ifIco.;o1•" and "12pi1r F.tihatrrt =acted wood Tnoese (Tru," Plate I,dilvh). .. _.
X 2 x 4 min. Outloo
- End Wall .
Sheathing -
2 x 6 min, Outlooker
Sanford Framing Anchors
(one req'd. for single
• outlooker; two req'd, Trusses ' 1 '
(Heavy) For double outlookers) • spoced
2' -6" to 3'-6" max . (oofina) ▪ 2x4 lateral brace as req'd, at 2' -0"
3' -0" to 4' -0" max. (ligh)t 4' -0" to 6' -0" o.c.
roofing)
7 2x4 at 2' -0" o.c, or 16" o.c.- Double
Ndiier
Furring strips or lath
Gable 2x4 at 2' -0" o.c.
End
T 1
'Sanford 16d nails
y Truss
- ir3.
- 1x3 continuous at 2' -0' o.c.
Sheathing -
2x4 lateral brace Framing F _ r
as req'd, Anchor T ru sses'��•1
'i�T spoced at
2' -6" maximum i�Goe End -0" o.c.
Leavy Roofin) 2
3' -0" maximum
(Right roofing) �
nailer - - -
4__ • 1 _ 1�
1 ( -Furring strips or lath
End Wall -
TYPICAL SECTIONS SHOWING OVERHANG WITH
OUTLOOKERS
- .y
D
u.
j
Z
0
2
a
SANFORD TRUSS
0
v
DESIGN LOAOING
ROOF 45 PSF
CEILING 10 PSF
TOTAL 55 PSF
33.3 Y. UNIT
STRESS INCREASE
DESIGN FOR TRUSS 45'- 7" OVERALL SPAN
SPACED 2'- 0" ON CENTER
RECOMMENDED CAMBER: 1/8" PER 8'- 0" OF TRUSS SPAN
NOTE: DO NOT COMBINE TYPE A & TYPE B SPLICES IN SAME TRUSS.
IF NECESSARY, TWO TYPE A SPLICES MAY BE USED.
2 -1/2
Span
45•- 711
33'- 8"
SANFORD 600 -C PLATES
1.,1 .111.10 0w011 c,.<v.,,ttl 1141 w• a O.. 0 n•e0..• t•.0 • .foe 10 sea 1.011 a sew
•1I•• 14.1.. AM 41.11 • 10C. 11.4114 .111 WV, •11/41 wY11, ..w" .. i.OK.nD 411.07110101
•1..14.4. O11/1,- 4.1.••1414. WALL • KCO•4114.0 U140 I4404M ...ILL •.e. 001 4∎11,..01.4
140 -. 4 11 wuG.1,.. a3 COMOMIN1,.14..1 1.11.•.1 "C111t.1o4 b1�., 1 tON1.Ca:
.0001117. 111.144 w111Mt1. 114 4Kw0 i1.. 1e .210.. -ury a 1e 71.41144 w.4 .C , J.I Nu a4a
4, 1.. 14,04 1.4.17 .010 .1 0.
1.,.011144 . 40..rL.4 1O1 10140.
IS .1..,.1011.0 .1.
10 MA. TON..,0 00 4.n.�c 1.101 n...,..1 A.c .O w,• • 11.110 �n
{44 ur 0 K7 •WONINA1'. Cw1i 121. 0151C. A. no 0 s` he 4.0 • 141.04•17 Mf w
141110 use. C(2,1,1 1.1. e Of 11.10...CI UTP4110.r0.. 101.11.1 •s,w04ulrp %Y1.,Knlf WqW
1..0 01110.10n:KINSOrt.n0 ruOG,ort 411.7. 010. 1+414,4. 40ts , •ri4W
..111.110 14 .0.114/0.l•KAIIICIC0141.144
iv-o•
Plate
6x6
6x5
SYMMETRICAL ABOUT C
EXCEPT AS NOTED
Span Plate
45'- 7" 2 x 4
12, -8" ,1.5x4
7.5 -
Span Plat*
36'- 0" 5 x 5 .
30' -8" 5x4
SPLICE TYPE B
3x6
4--
Span
45 7" 5 x 5
36'- 8" x 4
NWTEI NES MEMBERS /0 OE 414 NO. 3 DOUOLRS FIR.
PINE.
TOP CHORD SPLICES
(ONLY ONC IILIBFSED IN EACH CfOR01
A 7.5
12
1 -5/8' LUMBER
2X8 TOP 2X6 BTM
CHORD CHORO
45' -7 •
35' -2 •
45' -7
45' -7 •
45' -7 •
43' -7 •
42' -9 •
39' -1
•
45' -7 •
45' -7 '
45' -7 •
44' -0
39' -3 '
34' - 3 •
31' -0 '
45'-7 •
44' -3 •
44' -9 •
40' -4 •
29' -5 •
45' -7 •
45' -7 '
45' -7 •
42' -6 •
40' -0 • 41' -7 •
6x5
LUMBER SPECIES
ON.SEL.BTR.K.O. 60. PINE
SEL. STR. N.O. 60. PINE
1950
1900
1650
1550
1350
N0.1 DENSE K.O. 80 PINE
NO. 1 K.O. SOUTHERN PINE
)40.2 DENSE K.O. S0. PINE
NO. 2 K.O. M.G. 60. PINE
NO. 2 K.O. SOUTHERN PINE
N0.3 DENSE K.O. SO. PINE
ON.SEL.STR. ORY 60. PINE
SEL. STR. ORY S0. PINE
NO.! DENSE ORY S0. PINE
N0. 1 ORY SOUTHERN PINE
N0.2 DENSE ORY 60. PINE
36' -0 • 36' -9 • NO. 2 DRY M.G. 50. PINE
32' -5 • 32' -3 • NO. 2 DRY SOUTHERN PINE
NOTE• FIFTEEN PERCENT INCREASE TAKEN ON FS FOR REPETITIVE
READER TUBE.
7.50
OR BOUTFKRN
Span Plots
dt, j 45'- 7" 18-7 x 8
43' -8" 18 -7x6
� 1 -1/2" 6 x 6
SPLICE TYPE A
-U26.
-7683.
8738.
S825•
ALLOW. UNIT STRESSES
FB (PSI)
2250
1650
1700
1450
1450
1250
1150
1450
1250
1050
FT (P81)
1500
1300
1300
1100
1050
900
750
625
1400
1200
1200
1000
925
2100
1800
1800
1500
875
1650
1400
1450
1250
975
825
700
1013•
44' -11 • CLEAR SPAN
l - • -1434.
2 -3 • 2001•
FC (PS1)
1900
1050
300.
1013•
1 -1/2 LUMBER
2)18 TOP 2X8 814
CHORD CHORD
45' -7 •
45' -$ •
45' -6 •
41' -5 •
40' -8 •
37' -2 •
33' -5 •
Span Platt
45'- 7" (2)2.5x9
42'- 8" (2) 2.5 x 8
37'- 8" (2) 2.5 x 7
34'- 8" (1) 2.5 x 13
31' -8" (1)2.5x12
28'- 8" (1) 2.5 x 11
26'- 8" 0) 2.5 x 10
SIUMPINft-
INN E qua l Areas
45' -7 •
45' -7 •
45' -7 •
43' -0 •
41' -4 •
36' -11'
32' -2 •
29' -5 •
45' -7 •
42' -1 •
42' -7 •
38' -4 •
27' -7 •
45' -7 '
45' -7
45' -7 •
40' -0 '
1250 38' -0 • 39' -2 '
1050 34' -2 • 34' -7
900 30' -9 ' 30' -4 '
R = 2477.
657.
OEBJGM CRITERIAt 1970 TPI
PAGE 12 -32
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