Permit 2050 Duna Vista Court co
Q 2 SGABLE
E 5
E
EJ
IF,J J
C 1 EJ-1 4
IE J 4 E4
93
EJ5
B4 92 E J 13 APPROVED
G crry OF ATLANTIC BEAC11
B 3 E 1 19UH-DING OFFICE
B 2
B 1
—A I If D 3 G
D 2
2 D 1
C-j&
A 2
-EjIO .
C, 1. C-A B-TA
A R T cl f4 J/
ca X� Z-5
STARDARD CORNER SE�
C
FOYER WALL EIGHT MUST BE 11 ' 6 1
Ely
R . J . GRANGER & SONS 19 1994
1180 LANE AVE . SOUTH JOB :
JACKSONVILLE FL 32205 k-�p
( 904 ) 781 - 4116 LOC : 40 4#*94" 4va0w Building and Zoning
DESIGNER : R . D . W
Scale: 1/8-
T T i F 6
w
FT3
F T 2
2 2- 10 3 1 8" 15"
BEAM LU LAM
w
m
LU
m
F T I Alm. wr>m
JiF
H . J . GRANGER & SONS
1180 LANE AVE . SOUTH JOB HOVANI AN 2268 - 1
JACKSONVILLE FL 32205
( 904 ) 781 - 4116 LOC : 25 EAGLES ROOST
Scale: 3/32" DESIGNER : R . D .W
G25-MQ930222-048 HOUVNANIAN 2268-1 02-22-1993
HV2268R / AlGE DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD ?)0.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD -7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 44.00 PSF
LOAD DURATION FACTOR 33X TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
8 1 2X4 S.P. #2 DN MC19 1 60 -0 3 50 IN* ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC-
W1 2X4 S.P. #2 N MC19 3 60 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WES AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -54 T1 3- 4 44 81 4- 2 20 W1 THIS TRUSS IS DESIGNED AS A GABLE END WHICH MUST HAVE
2- 3 -54 T1 4- 1 44 81 CONTINUOUS BEARING THROUGHOUT THE LENGTH OF THE BOTTOM CHORD.
,VERTICAL STUDS ARE 24. D.C. OR LESS AND PLATED AT EACH END
SPLICE: 4- 3=T305 WITH T153 MINIMUM. (SEE QST-88. SECTION NUMBER 503)
PLATES I
0 E R
T FIC �V.
12
12
G
a F- 7`405-� B
NO 31867
0
S-rA
TA
%
EtA
7'-1"-12
T305--- T305 --
4"-7 4"-7
�T 153
3.5 IN 3.5 IN
1'-4- BRG BRG
20'-4"
SCALE: 10'-2" 010915
I FT-.2858" v7.29B
Goner unless c n g.alb re,
t h sck ab a.FunI a I d Ito co�pensate for act4al dead load sses with slo botto
car me a .1 chofjo ore su�jpct to horiXontal
tT c
It tit 0 0 0 0 c I ct r rganent grgcin%;r&,�wjr) or tians Ir o gn It It t
al,It 1 .1 onTractor I �ar tacamEnts 4 1 a orc
I �Qllejll 1V t:q I 1G. RV ules o no
0 is I � t It Pns o to
an.
I 'a
OP& r.pp.y anTv nficat it is or to 69 1 1 web aac nx wi
u' tw $a Ing an rag allot,
a c
in E
u
�nt �h ca J stap
aS�Ycorm a au�"If car.. q nI or. gr tuse a ia trusses. a 01 g
0j Non o b j
rl It b I �n P. rjjrfGtlg`nTND..lgn UNRRi or. Ito enj a t�ujj as pt,g fq n
u nj
n
r c t t t gc
. rge n ;to a �v It
PP OP Shc 0 om c 0 S. as ng ,gal? Orp.a, gn IT 1,61
It OGG I ng,req ro con uo a I ruslies sl so tot OrKpi
1.4 M I U,ns? a ail
asign c2lEvons are I GbY.Erom umbegn
.'tl a to uc
r� a a
a It IN 0 t. a ra reac on �Gl St ]at I Con I o -�JPST-
0.,
orce�it
a -Jrr. Inc I tructure. 11,. a-to a=%G by gt in
to w appr,
tWql uy
9.nr I or
Into it 'Tru onji0racIng O'tion%!
aaf.hI pgnp) ul GcO, 0
to 'T"IV
8 P ITTI n. ul
.0 to I ding": ic
Tr II n o r.T a g T 0'�FP an'R�9 �to. Pagy I' 1 9 me spec
,w 'ri to,' �'a tgbca�.iqp!,,jCho
exege 'P a" 'rd" , c A' 11 b lo & ot P'
ses s a in n.=d PWQn 0 1prullc " ca&N 17V an 11
n LUMBERMATE Mplatas a:a ackgred ty Lumbirmate,
.rlaon, It I
ct me7os t,, as III Moor P
on rk n' 1, 2r9.11-tio FIT'RFAI"a" �f Al Ine Engin—.d P�OO.et.. In.. Pec
�F4j 0 In
Copyright C 1993 ;qt�,r
Tcs!I ang.aonrdo.O.I-trsusseaga.wlwt"goo�t'rgll,,,rg.. 'A. &Y9ja81UqoPn1a8% g pacification for Wood Construction
G25-Mr.1930222-049 HOUVNANIAN 2268-1 02-22-1993
HV2268R / A2 DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVMz; 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 2X4 S.P. #2 DN MC19 1 942 0 3 50 IN, ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 2X4 S.P. #2 N MC19 5 942 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -1162 T1 5- 6 962 81 6- 2 -328 W1 6- 3 581 W1 011110118018'r,"
2- 3 -840 T1 6- 1 962 B1 6- 4 -328 W1
3- 4 -840 T1
�,�DER S
- 5 -1162 T1 6000
4
1 F1
SPLICE: 6- 5=T305
PLATES
10'-2" 10 —2" 2 NO.31 7 -0
i1 0 0
5'-3"-7 A'-10"—g 4*-10"—g 5*-3.-7 0
, STATE ()F
12 12'
4 0 RID'�"
T405�
3
T 153 z�' T 15 3 1-'
2
7'-1`12
T305--- T305
4"-7 4"-7
13.5 IN 6 \T308� 3.5 IN
V-4' BRG 20'-4" BRG
SCALE: 10'-2" 10*-2" 230915
1 FT-.2593" v7.29B
General,Maj,inless ghvig no act above. Fumish a mabatfoe d t pansate for actqal da�ddjad etas with sloW btottop choycls ore suftt to hori�ontal
d
r '61
.r
t ag a 0
4 ui ing asl ar and congActor So z nj,. gan ioneWrdcam
, 1 .1 acomr2ts 4 or fans Ir ot nzo to a to t'ne
qj to u1slit
rig bu 1 0 n or
a OWDOIJ�s%inlypatigned..lon goa an W w care. o n9t a *grtusa as age trusses. Cate on t a t�u s pn I
PP[sop"c ad, a, 8 1&'a,'*al I no y yj n �o t% Z�
esign p cuT1 V( s are iMiaMes?"a' so or t �p tl
' C to
njj a a
C_ ef a raq g atew n% g gq I
8 n V%n'"r tc rFaln web gac IF" , Vlot",
?ooPtvho r appro
.1y rification o cc orml
a f.nT PCs w a 'rns o
t. m goi oral i c 4
,a an og cut og Ir. soak o om c ora. a;Al orjg, Sno Ing specy
attioni Tr re J re conjig=, "F.P,
, v g. log a to t at V
rom urnbegnllle!�, M. g " rus �,gal? aaci 0 o
cordpor)ent. m a ggdor p ,T)a a,
u g
,sInt. g,t. 19was "t 8 a an* It, to 0.an han r "Z "afty 6 ate
c 11 t Oard f t t Co?,nectrd oo ru (PST-
r ao r
d structure. tapn wn
.t 'Tt
Fitz.-i"itiM IN
or s r ct on&
let tle
a'tj 0�f C
ate to t�n Qor. ",�*fitgeb 1c!jqp!,_ or
to I
�yt p
1g
d X.
Trusses shall ballreg Fri oriclosad n Pon-porroplyp .1 a
n ro t W a a T to . US%
.9 ng u
COW guar n- a 15 LUMBERMATE Mas P spec le and anu act ad ty Lumbermate,
'�.7W�l
r1ect n rkt xglor Division of Alpine Engineered Products. Xnc.
,�?n,�� '06 X' a"
or pro Copyright (0 1993 In
Ni'10VTosrooevs; angs.an roo trusses w ut Callings. !WWnotb gnTpecificatlon for Wood Construction
G25-MO930222-050 HOUVNANIAN 2268-1 02-22-1993
HV226& / 81 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
8 1 2X4 S.P. #2 D N MC19 1 926 0 3 50 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC-
W1 2X4 S.P. #2 N MC19 6 926 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -1143 T1 6- 7 337 81 8- 2 119 W1 7- 2 -493 W1 EXI - ix4 CONTINUOUS LATERAL BRACING ATTACHED WITH 2-10d NAILS
2- 3 -657 T1 7- 8 947 81 7- 3 4 W1 7- 4 466 W1 IS REQUIRED AS SHOWN TO HOLD DESIGN LOAD.
3- 4 -545 T1 8_ 1 947 81 6- 4 -782 W1 6- 5 -143 W1 OR A
4- 5 0 T1 T- T-BRACE MUST BE CONTINUOUS 1 x 4 LUMBER EXTENDING TO WITHIN
8 INCHES OF EACH END OF THE WEB AND FASTENERS WITH 10d,,Wif
SPLICE: 8- 7=T305 5 INCHES ON CENTER. ke 0
� PLATES % E R
I F/ *so
12*-0" C
I C-3 JK�
5*-2"-7 5*-9'-9 4 _0' 4'-0' a
Is
12
NO
T 4 0 5S7 T305_� T 153 111 T
4
3 5
T305",
8'-4"-7 8'-4"-7
T305_�
4"-7
8 \T153111 7 \T308- 6
I"\T305�-
3.5 IN 3.5 IN
BRG BRG
20'-0"
SCALE: 6'-2"-7 1 5'-9"-9 450915
1 FT-.2249" v7.29B
General,MeAtInless_qth n Kkabove.furnish a bar me I d,to corVpansate for actLial dead load ases with slcgj�botto�choje ore su ct to hoogontal
MINng oe Me p a..mrnts 4 jtft
I
is asifn t N 'j. To, a or,lans ignzop a ojes to tha
tht siggir and contrpctor U.q t:p D�hl Im.and,ge1pnent
lu" I a an, r u
a r approy an vpr an ibg eta Ing �ve jr 0 b ft
fooftvho, fficatjon o cc ormlpca with a or to at IS. olaggris o ate we gac nX gsq 0 real
pp n t b Ill cc I no r' oqj ti no Design ;ni Z.a 79,f t w1f care. o nyt are%cr s truss t dont at asign or
I ns a al ow m.9'n -_ .. �%A 1. ... ottom chords nnngl,are C b i aac,,,f
an I Red�y n it r 88. m W. AM 8810 , If
a S a �noc I 'In a F,It P1
to Ulm .1 p to tr L
or 'fA' 0 spa W
ac tio o
n IC 8 0% i at
VI at%Co?,nectrd oo, russe T
4 A Corr, heagh S
is gen. IV VI
in c I are 4v WN. mt,.*Wnal OTNMI. AUE,i a
Coe v Ir in I con;lpuoys ruspose, a
gy aCK$or re u re t
.tip
r U.1 a
Dal is ra in or reection and bracing
I xe r to in eSTIRi rr gd to Ive uj1dTr s a own y Rate sat rection or
C 0 P 9tVn0Jm0?dK.is ng stricture. 'to 117 me Spec)Icatj
n a $to �'a,t P ops,_Ch3e
as$ a 9 n enc *q I n(ps n ro rrop v do
1 ro 07ts a 0 us a V9 Un.ya cy %as as toO imet'Ud ty'Lumbirmate,
ru; f I
lo d dl i I co-
o PFh.11 be
n T�il , LUMBERMATE at..
a ton or r so Cos ngex F3g� rlor' Oivlaion of A201ne Eng�naered ProduCts. Inc. Tv
t $$as, or o Irusses;w �hceulltiirca, igs. N 84 P at?),In t�T
0 m
I or ova s a ro trusses w n Copyright C 1993 7RStlonla Sig pacification for W od Construction
G25-MO930222-051 HOUVNANIAN 2268-1 02-22-1993
HV226dk / 82 DES: EFI CHK-A TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2A S.P. #2 DN MC19 14'-0" 5'-0'
81 2X4 S.P. #2 DN MC19 -B.-6 4 -8.-r
W1 2X4 S.P. #2 N MC19 4 11 -4 4'
REACTIONS: VERT. HOR. MIN.BRG.
1 926 0 3.50 IN. '04 SIS61111111j"41
6 926 0 3.50 IN.
*,Goose
TOP AXIAL BOT AXIAL I FIC*
MEMBER FORCE LBR MEMBER FORCE LBR 4
407 91
1- 2 -1210 T1 6- 7
2- 3 -1012 T1 7- 8 705 91 2
3- 4 -491 T1 8- 1 1003 81
0
4- 5 -0 T1 12
STATE OF
WEB AXIAL WEB AXIAL iao% F
.PN�. ov"-e
MEMBER FORCE LBR MEMBER FORCE LBR j OZOR%
8- 2 -286 W1 8- 3 396 W1 60", 0 N T405-, T 153 14
7- 3 -512 W1 7- 4 542 W1 RE D
6- 4 -768 W1 6- 5 -217 W1 4
SPLICE PLATES:
2- 3=T305 8,- 7=T305 T 30 51-
THE SEAL AFFIXED HERETO INDICATES \3
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS 1;
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN T153\\\
THAT 00 NOT BEAR MY SEAL. HAVE 9'-8"-7 2 91-8"-7
NEITHER BEEN PREPARED BY ME NOR
UNDER MY DIRECT SUPERVISION.
[XI - 1x4 CONTINUOUS LATERAL BRACING
ATTACHED WITH 2-10d NAILS IS REQUIRED
AS SHOWN TO HOLD DESIGN LOAD. T305-�
OR A
T- T-BRACE MUST BE CONTINUOUS I x 4
EXTENDING TO WITHIN 8 INCHES OF EACH 4"-7
END OF THE WEB AND FASTENED WITH 10d 71
NAILS 6 INCHES ON CENTER. 7 \T305= 6
\T305--- ,\T405-
,13.5 IN 3.5 IN
BRG. 201-0" BRG
SCALE: 7'-2'-7 61-9"-9 6 1.-0. 091016
I FT-.2049" v7.29B
Genera)%Qtaj,tjnlass(�h act above.Furnish a be& d to co
9,air ma�b, nWponsate for actt4al dead load sees with slopiP bottop chof1s ore su ct to hor!Xontal
he so I Ir Vimpta oies to the
t I n t t q11 asluar and conuctor a I a gar 1n%,ar&, T, j u
ate ing an. a t'jp Y'Ran'Prwo.b
.;ppnent�rg
4 �jg
..T 0-30 cc o Ic w or to, 'Efilly at
?0OFMir appr" atrn �.Iuu CT, 1" 'Wo to ac nq Vq I I
' 'i�l cA a
,n u dn?t
�E'u in 5.
H't, o or' sFqn1paetl3ns,Design a N. a gT t a
ujf B$6.21 cate en I a t�ujq aslpn F3,taos Ions lot r
P u w cam o np't-red Us.
orag aclng in I t-
v
P ki a cc C,tt iss trusses.
)a 8%;z liTarel Ions sh 1�1 Tied y ul 11n, ,C pn� om gtrxsesks. ov an o omc 2 ..ngi," T n to it a
i' ct to g
J, gla ehf.a a sp r?,P,
v
1 a%r
a rom u v
eamign polcu at ons are mbegn so as I E01 a
"t,& a y or a or rymni,re,
n i a J81 dic As�co t tera 8 rt�..E.akrin rus rag I StanoardT, at ttec2i 7,,',OM (PST.
[�g t1j, at%Co?nac oot,o.rLs!
P
orces a an at all so wn y ate ofar
E EP9 )I uoys rc
a It:JQ.nr to p 'o a redo .1M.ding structure. to a It
-In t 't @a'n"KT;g'5E-Bo.0im. algraCing
m cc
on a
1'ntga t a
to i n 11Z Pa a iVicajlqp!bjCho
n orropiv I a a a P
M Af gj�tmtplNomaa fl:ph
Pr
LUMBERMATE as 1tsassp M and mannua actiedty-Lumbirmate,
6yrica
08 t tF or Di�lslc. oF Alol-0 Enoin.@—d P—d.cts,
10 8 r? 5 inc.
a,9,29.0 forjoof Imsees w t I no
a tj x Copyright 0 1993
ngs.
DMT.'rSoeve an mo trusses�1=1 A��- IN no g1g pacification for Wood Construction
G25-MO930222-052 HOUVNANIAN 2268-1 02-22-1993
HV226A / 83 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 4--0'
B1 2X4 S.P. #2 DN MC19
W1 2X4 S.P. #2 N MC19 5'-3'-10 4*-10"-13 5'-9"-9
REACTIONS: VERT. HOR. MIN.BRG.
1 926 0 3.50 IN.
926 0 3.50 IP. I FIq es :fl
6 -7
ji
TOP AXIAL BOT AXIAL 0
MEMBER FORCE LBR MEMBER FORCE LBR NO 310
1- 2 -1133 T1 6- 7 247 B1
12
2- 3 -810 T1 7- 1 940 81 STATE OF
3- 4 -810 T1
4- 5 -0 T1
s"
WEB AXIAL WEB AXIAL T405Sr T 153 111
Z� 4—\5
MEMBER FORCE LBR MEMBER FORCE LBR ED
7- 2 -330 W1 7- 3 -396 W1
7- 4 890 W1 6- 4 -731 W1
6- 5 -143 W1
SPLICE PLATES:
2- 3=T305 77 6=T305 T 153 111
THE SEAL AFFIXED HERETO INDICATES \3
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN T 153N�'
THAT 00 NOT BEAR MY SEAL. HAVE It*—O"-7 11 '-0"-7
NEITHER BEEN PREPARED BY ME NOR
UNDER MY DIRECT SUPERVISION.
CXI — IX4 CONTINUOUS LATERAL BRACING
ATTACHED WITH 2-10d NAILS IS REQUIRED
AS SHOWN TO HOLD DESIGN LOAD. T305---
OR A --\
T— T—BRACE MUST BE CONTINUOUS I x 4
EXTENDING TO WITHIN 8 INCHES OF EACH 4*-7
END OF THE WEB AND FASTENED WITH 10d
NAILS 6 INCHES ON CENTER. 7 \T408=
L.5 IN 3.5 IN
1 --4 L BRIG 20'-0" BRG
SCALE: 10*-2"-7 91-9"-9 331016
1 FT-.2049" v7.296
Genera)t ass qt
4otas,inl ' h ' no ad,above.f urnish a L me re Ired to cowpensate for aettial dead toad 'loses with slogs?bottop cho ct to hodXontal
y�e ore su
0 is as gn tq tnqTM�Vin J.sIg?,er and contrgctor T R
10 rig, n ger isra, w :Iacemfnts a or�jatns jr o grizopta omes tothe
,t.T,,n*nt�rgpingig ��rl�
?.0P&a1Aaa pTy and f at co wt a to rf lan I I I t 4 b acing rq I I o resipt
tp
P P1 . Ula,.t'g c n s t gn Tor
j7qj'"tl3n., Design an a yt red uckliAg am I dlcsted�,Dn 1he tru#;di
t j gr use d
tes and dimension.0 a*d ul in% ni to%r tqr t ze or a ins V"fi.U
c aua.n n g 6, *A
vs. ov an ottorn chords, C'
r j.. 1W. "a.
is are 4 a a a ' Ulbe 111a 1,99. so s or m Ing,re ijore con uoys, I f ac u to the p.cifWtiOT
df
rues reaTt jig
n Ij a t . , ,Sri d , mf
or stv at%Comapt ootlonrLs!.e IF T-
'es qrto Rq' - n III toptW."'g.1.1d ng s s own y Rate q, .r_.c �a Sr
8 Ic 64C opent. P 5 a I n an racin
int. r1t. in L 61 81 OP a a to ans a 0 no structure. di.
In o a a w a p p t IRI at a JnVa dye i a . I spa Ch
Truc$' d, jiggess '�t'A?rm. %9'!?0,r%', 0
1141111 9 a go n Prja I$[be oca
,ga orro v I -
a a ca n8r'
a a
nr�co a J 0 LUMBERMATE
me7oter I r oivision as speoil act ad ty Lumbirmate,
.1 Ion w eii n a a or Of AXPIMS Enolne.red PPCOUCt.. InC.
,sea w
0 sees, or 0 $888 w C in Copyright 0 1993
A or o-vAe-an_s ro- Uu8ses w c I S. A. IN!W.*t.oMn.af?).n.rointTp.cifiation for Wood Construction
G25-MO930222-053 HOUVNANIAN 2268-1 02-22-1993
HV2269k / 84 DES: EFI CHK:t, TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM- 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2'DN MC19 —0.1
B1 2A S.P. #2 DN MC19
W1 2X4 S.P. #2 N MC19 6'-3'-4 5'-10'—B 5'-10"-6
REACTIONS: VERT. HOR. MIN.BRG.
1 926 -0 3.50 IN.
926
6
0 3.50 IN.
A
TOP AXIAL SOT AXIAL IFI 00 12
C i
MEMBER FORCE LBR MEMBER FORCE LSR
1- 2 -1140 T1 6- 7 120 B1 8
2- 3 -648 T1 7- 8 946 B1
3- 4 -648 T1 8- 1 946 81 No.31867
4- 5 -0 T1 0 7`505*�: T 153 14
STATE OF �5
WEB AXIAL WEB AXIAL %
MEMBER FORCE LBR MEMBER FORCE LBR
8- 2 120 W1 7- 2 -500 W1
7- 3 -434 W1 7- 4 953 W1 ED
6- 4 -790 W1 6- 5 -69 W1
T 153111
SPLICE PLATES:
2- 3=T305 8-, 7=T305
THE SEAL AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH T305,'
MAY BE INCLUDED WITH THIS DESIGN 12*-4"-7 12'-4"-7
THAT 00 NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR
UNDER MY DIRECT SUPERVISION.
7`305—�
4*-7
8 \�T,53,,, 7 \T408m 6 \T405m
,13.5 IN 3-5 IN
1 --4 L BRIG 20'-0" — BRIG
SCALE: 6'-3"-4 5'-10"-6 7'-10"-6 561016
1 FT-.2049" v7.293
Genera
�Qlaj,,Inlas t.hynig me red to co pansats for actial dea, d
is . t
0 1 IT dja oses with al bottm chofla are suftt to hodXontal
go,& *,,,g?o,,r tn nUl ginlacomEntst, or gris
a
0 o"s nn .0 'IfffaRS11 pnen��rr w U 0
an coZ y
uctor Is, a 93?1 is Ir nzo to orqas to rhe
oftv , iI& . . . a ng a 89 iRm. murns o a era we r
fo h r aPproy rific 11R. j 0 b%rac ng g,)q to reel9t
P pria a.b 11 Design cars. seg. uC I g are p cate g Ina trUJ4 d align Tor
w r n
ilil I C r tfre',j ru 8V If 11
,u .?Sri c.OV s c a
'I r
a i , I " a Wnvl?tow rca sic N. an go toot c W, tru8 ann r Sri ins
cE, a vv I V'rPi
n cc cu a ns are qvpWKr.*-'vro-.'�lySegn Is t
881 um
"%,:l� . so gy ac Is or r nj, %u re Co 9potag rusp aA 0 the specit' t' o
to r to Ing or rfiiy), rus,Too on.9 -a3ly Stan0ard ac nebtZ ToTtlontLs (PST-
I tj ac y
asi Is t a a 0,�atqfRat%Co?
I as wn ypateal a
8 u v I V OA
0 re
7 c
Is to no tructure. to t or
8 *an u at plinarrieft
C aw app it t
Into r 720;MUTM; I to 'No" AM. an a
gecjfical
rut a a a so In, ';,In,No"Wilvt Ice A'ag ma n
alln a IRS t.- ,
n a 8 ;ra IuZoln L UtOMBERMATE m6s4prms as spacm factStehd VT Lumbirmate,
r I rf w pa oes np �Wlcvr 01�ielo. of Alpin. E�Qinm.r.d P,od..tm. inc. y
Gill as IS ij d 9. a withou'u 101ern3gs. Copyright (0 1993 0 P
or ; a n g a ao�Proo o I Wiesse w"1 A- &!Watlonisaftlansqigt�Ltpecification for Wood Construction
G25-MO930222-054 HOUVNANIAN 2268-1 02-22-1993
HV22681k / C1 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVMz; 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 15'-4"-4
81 2X4 S.P. #2 DN MC19
W1 2X4 S.P. #2 N MC19 5'-7- 4 -10"-10 4'-10"-10
REACTIONS: VERT. HOR. MIN.BRG. 12
1 708 .0 3.50 IN.
5 708 0 3.50 IN. F
TOP AXIAL BOT AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -1950 T1 5- 6 863 B1
2- 3 -1411 T1 6- 1 1746 81 *%
3- 4 -0 T1 IF/c
4
WEB AXIAL WEB AXIAL 0
MEMBER FORCE LBR MEMBER FORCE LBR 0
A 1111).
6- 2 -453 W1 6- 3 677 W1 NO 3
5- 3 -808 W1 5- 4 -175 W1 T305�;
SPLICE PLATES:
'ZOR100'
2- 3=T305 ie
THE SEAL AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH T153�- 10 5
MAY BE INCLUDED WITH THIS DESIGN
THAT 00 NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR 3.5 IN
UNDER MY DIRECT SUPERVISION. BRG
6 \T3o5-,,
T305'--
4*-7
15
13.5 IN 12
1 '-4 BRG 15'-4'-4
SCALE: 8'-0"-5 7*-3"-15 201116
1 FT-.2757" v7.29B
General t n rma 1;
3 �Qtej,tinless q IT xt above.Furnish a 5airbe q Irec I to compensate for acti4al dead toad lth I ��botto�chofle pre su ct to hori ontal
1 0- "049
4qjZg g B
is asign tq ti in R, A
0 jsigner and contrpctor a 4ctl I r Ing and XarTpnent�rgpi �.F�=�njnt.4 r f:na�r" %laorita orqes to t a
oy t.
a,,rr,as a a an Ii I eta ing a a Ugs. olatjqns wab cing p to fesift
tp
pb- T
.y,11,and f t n a fo.,Iries with q
g. "UTa
po I D a patiqns,Design and t If esign Tor
Us%nd di 0 all n I n a IV
mapsions Ul I 'o t 1 s.To anj bottom choras, jjnd in
C
�n to rhpi
Ms a. a pr ref a Top o uo eg ruspa-shall be PaA-'-c thla specif tio?��. T
I a 4v b be 0 '131 ? 11 'c
.n tire c
Ic 0 o0an. a ta a' sale o I TOO OF]suigracin �Ietaf t
V jCo?4nert?d ooit,.nn�,!
gptad into thit u n orces ate a qt
is 11 8 a 11dinug1tructure. own yg, ..c aS,
inta ftp. r t 1,Tu, T.I
C n aw app P st n &s.18 I spacglic!j.�ps,,,Cho
1 8 0 'Ft Panau-
Na 0. so in anc d d n I rropi ...
'v pfh.1.1 be loca
n a Ua v n. ;I caf 88 at. as P..j a an man h8rtrd t-Lu;�birmata,
ro a LUMBERMATE 19 aitp d�a fact a y
&a,rl.c n r i r w as no or olvision of Al In@ Engineered Product., Inc. T
,o lqu
Ig ss or o sees w I P., Copyl-pight 0 1993 8 attainsIgt4napecification for Wood Constructlon
L=110V or ov"a angs a rmo- trusses I Collings. ,A- i!WatlPna
G25-MCP30222-055 HOUVMAN,AN 2268.1
HV2268R , C2GE
TOP CHORD DES: EFI CHIC. TP 02-22-1993
LIVE LOAD 30.00 1 ANALYSIS
TOTTOP CHORD DEAD LOAD PSF LN PLATE SERIES.
CHORD DEAD LOAD 7-00 PSF T 20GA 219 Psi iROSS
OTAL UNIFORM LOAD 10 00 PSF F 20GA LDVN=
LOAD DURATION 47:00 pSF (ALPINE HS)
TI 2X4 FACTOR 33Z TRUSs 164 PSI NET
81 2A S'p- #2 ON MC19 SPACING: 2.00 FT. CENTERS
W1 2X4 Ss'p, #2 ON MC19
.p. #2 N MC19
REACTIOns, VERT.
I HOR.
708 .0 MIN-BRG.
TOP AXIAL 3 50 IN. 7
MEMBER FORCE LBR BOT AXIAL
6 708 0 3:50 IN.
I'- 2 -2053 MEMBER FORCE LBR
2- 3 T1 6, 7 1
3: 4 -7465 TI 7- 1 1036 81
-61 Tj 843 81 C,gn. e
5 .0 Tj 0000*!, W.",
WES I F/C*%4-�r%
AXIAL
MEM ER FORCE L13R WES AXIAL
7- - MEMBER FORCE LBR
6- 489 wi 7, 3 5 z
- -907 49 31 T405a
6 W1 6- 4 176 W1
36 W1 T 15301
SPLICE PLAT
S:
2- 3 T305 as 00 RID 0 4 7'
THE- SEAL AF 600*00 T'305s;
ACCEPTANC pixel 0 %
ENG E OF HERETO *Sol# OSSIS
INEERINC3 PRO INDICATes
DESIGN ONLY RESPONSIS'ESSIONAL
MAY SE OTHER ILITY FOR THIS
THAT INCLUDED DOCUMENTS WHICH
NE 00 No WITH THIS
ITHER SEE T BEAR My DESIGN 9
UNDER M N PREPARED SEA 10.-5 7`153�-
y SY L, HAVE
DIRECT SUPERVIS OME NOR 2 6 T3081�:
I N.
3.5 IN
T305S- 7 SRG
4'-7
SCALE. U3.5 IN
I FTm-2670- 4" EIRG
G era t4 L�
r go a tTrn 15--4.
r a ;d
qfg'I1an"* 4
in ayn",R,8 ar'.M a
co
a 9 am con[getor 3
aft ca in a*F!'1� ind orrn lb
1� catlect eag: It,
to 0 artj c?Inc 0 re LU Co -3"-15
a
I as' In r it rl,67�lad Wns Design u J-1 Tpans to for act4*1 d ad
a- 0a TO V. Ing,a glip
n, at& 2*68 w s
g ncl Fit 0 -ficTiva"70 ye U
rtn re q gor 4.
AZT 010 to g s, Yen 'go A%tg W.... is,(Boom pro Ob a v7
0 rorn mbe IV c so Pl� er d
foes a n( 0 tit" 0 14
tguildiri I ' I care 0 t4T) 421116
p
r pHs c cjja 1 .298
-1ces rt a so in 4c a or r a m2a [.an IT,
at n no 3r 01 ngrT;roe�1� I I or to 11)
0 gn fequire CO are ontal
a Lit) earth are so Forg is to o
ula, "'? c
,WT
--mmangs aiW--- o -to I ru.f'r, wo, q
Wn- rro IV a no a 04PIM!" am MR to ev,
RNIO�i m
a.a.wit�- - %F� UJ no str(ictu, 917 $lot
tr b
f-r
btanj eA a n for
r
faA c tf�ukj the 8 ac t
LUMBERMATE to 0, nect I Ypl
A Ajoj� 0 — d o
9 rp t ate a
sp a a ac
13yright 4:1 a` r a, c
a no n... 8 or
pl In a to re y u . ate,
n 9 On D—Ift—, -
G25-MCL930222-056 HOUVNANIAN 2268-1 02-22-1993
HV2268R / D1 DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PLF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PLF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PLF F 20GA (ALPINE HS) 164 Psi NET
TOTAL UNIFORM LOAD 47.00 PLF
LOAD DURATION FACTOR 33% TRUSS SPACING: 1.00 FT. CENTERS
ADDIL VERTICAL DISTRIBUTED LOADS (PLF) VERTICAL CONC. LOADS (LBS)
2-3 130 5 1010
4-5 35
T1 2X4 S.P. #2 DN MC19
T2 2X6 S.P. #2 MC19 7--0' 6'-7"–B
81 2X6 S.P. #2 MC19
W1 2X4 S.P. #2 N MC19
S
REACTIONS: VERT. HOR. MIN.BRG. as
1064 0 3.50 IN. 00
6 oi*Felll
4 1642 0 3.50 IN.
TOP AXIAL BOT AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -1361 T1 4- 5 1129 B1 0 3 �A
2- 3 -0 T2 5- 6 -0 81 z 12
STATE OF
a
WES AXIAL WES AXIAL % 6t 0 R\0?�- F
a,
MEMBER FORCE LBR MEMBER FORCE LBR 00000000 7`4050 T305111
6- 1 -1030 W1 5- 1 1138 W1 ED
5- 2 1047 W1 4- 2 -1479 W1
4- 3 -541 W1
SPLICE PLATES:
5- 6=T505
THE SEAL AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN 5*-11"-4
THAT 00 NOT BEAR MY SEAL. HAVE T405"S,
NEITHER BEEN PREPARED BY ME NOR --\
UNDER MY DIRECT SUPERVISION. 1 --3--4
[XI – 1x4 CONTINUOUS LATERAL BRACING
ATTACHED WITH 2-100 NAILS IS REQUIRED
AS SHOWN TO HOLD DESIGN LOAD. IX3
OR A L-1 L-j
T- T–BRACE MUST BE CONTINUOUS I x 4
EXTENDING TO WITHIN 8 INCHES OF EACH 6 4
END OF THE WEB AND FASTENED WITH 10d 11IT305J \T!5 0 5
NAILS 6 INCHES ON CENTER.
3.5 IN 3.5 IN
BRG BRG
SCAI-E: 7--0- 5'-7"–B 061216
1 FT-.2935" v7.29B
General,t ussas with slogg?botto,
=ej,tinless othjM o above.Furnish a ggpba me be eq [red'to corDpansate for aculal dead load ct to horl ontal
Ig n ctr re �chons ore su
asipirs t qct:F .0 ng,.and nent grarc%aroj acarrintsto R A
IS thqf u ing as r ano contrpetor I ta o as tot a
r I a 0 irl'i jany.o
.jaker 'i W, ng an a' t. "rp" g,q
ofty , a is 'Je� rmlpce with an 1 1 RaMaT fis ;0 b%S,.c r9
?o ho 1.0anc n scat on o coR7166 u
air Pbroul, g D eq. n ow e .;rqjgs;azl3n..Design W4, 0 9 0 On"tot
tp to t
pria a an a t care. t arecj Cr use a Y te.lfg r
=,i goa uc A
ad y c t trll . rge trusses. b t,
one a I Ill Noy an ouom c 9 ea.ngi aj?torye,
F)PAP40and diTe si 61 0 r as a. Pa t
russ
oo-t�.Iir.i,a a
as.ign cu a on d to the pe
gr a trus , I cc o ent. Agg a rt a q n actuft F4: Tol OT oul...A(PST-
F.7 aR Via t -ye etol ate Connecti
4 9 are is mbegn a a -,j� f�, Trtrpi
't h
gy so a or rrin In
I a or if a) .srusil, W n6aff9racing
c mrd 1: . T
orces a a to a uhding structure. r as.
into me us .1 =a: t to .,pet,o'er)taji0pn a snown by glate sla rec on&. a
n a 0 UK Is t joq or p I so
anfo. a at lrtaUa
C, g a
eses a to n c sac ne orropivp 1 0 jtp17rpan.hap,ct9 10pob" 0
.In p 0 Vlocral `Ka " -Lu-
n a a 9 a on LUMBERMATE g plat:6 as M.r and manu X8Z IV mbsirmate,
aqotsr i w a oas n A Diviaiam of Aloine Englneered PrOdUCte. inc.
c,omn
sees, or o ease w. coiling Copyright (D 1993 a .1n ttL?
or ova angs trusses . -0 cellrig.. &!W.tVna&t1) ggn pacification for Wood Construction
G25-MO930222-057 HOUVNANIAN 2268-1 02-22-1993
HV2268R / D2 DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVMz: 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 2X4 S.P. #2 DN MC19 8 627 0 3.50 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC–
W1 2X4 S.P. #2 N MC19 6 627 0 3*50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 0 T1 6- 7 134 B1 8- 1 -161 W1 8- 2 -565 W1
2- 3 -324 T1 7- 8 421 81 7- 2 -202 W1 7- 3 -83 W1
7- 4 W1 6 -532 W1 IER SC#f!,,,
3- 4 -268 T1 374 - 4 %
Wk,
4- 5 -0 T1 6- 5 -67 W1
a I Flo N
SPLICE: 7- 8=T305
PLATES
9._o. 2*–B" I'-11"-
4 –5- 4 –5- STATE OF
12 T405S: T405Z 12 i%-.
!�,, %
C�4 0 R%0
a F_ 4 18.01
T 15 34�01';-WE
5/—_
1 3 11
T 4 0 51- 5
2
5'-0"
T153111
1 '-3'-4
Z-LT3 0 5j 8 7 \T308_ 6 \T305'
3.5 IN h3.5 IN
BRG BRG
13'-7"-8
SCALE: 9.-0. 1 4'-7"-8 281216
1 FT-.2858" v7.298
Gener qn1a v notect above. Furnish ga b mab= I dtocoigponsateforact a dead ad ru,j=,mw1th to o?bottor ct to hotontal
r!r�gt 8 a f W,
qf$ 11p
In 0 0 cho
in flegre
a)4l,8j, tor orqas to the
0, 's Oslo n%jesiggr and cong 0 Is nt:ORA or
0; r's gatirgrnan, c n gi ,,,I
aic approNll a v ni, ormlince W u ctf� sort ff ag 3 a no TO pn a n"ffw.b Fcortga p q to asift
.t reg Us
�jqrc re.LjFq ngt a gL m trusses. U araj as on Tor
ly �rjg, Sn
Ra to a .3 uc P.9 i
IgFafign Design
Z71e'd�y'itu r4 ,?Is p ;g In,
a 8 of 11 IR
a n C.
?.O?tvh m lcation ate
P
cli 0 as 01 op an ttom c s, g '1P is
nt . j.
Iftjen t a t�ujj
i a a mm umbe 0 c to t "?YPI
I. n requ To co o
,.I
n 7.r t,t lICVA o r, n GIN he*l or rl s rug reac n an oo
'4Psrj'gnP'V%cura'1 ons are Is & �1. r
.11n e-w w y"
nj tructu 54.(FST-
r1t. S n a t' Is 'at 'atq Co r rectionlf! Or
cf;
a
ote U0799 c 0
IV. two a no re. Vown Dy P
TO r. ta
.ta VIQ VVY,It
,rgg 1,
In orrgagj?w atg, eta to. P
101HOW 0. tpo�? if 10 Cho
orces a a a
P1N8pm.n6L.tf,4POc9'c1 Mb"
T-11808 a a a No hn It bbe loc-a-1
n o orropivo
,.ronr : gicall Pac trd Lumbirmate,
at,
M nS
$:a
Pf
nr t h LUMBERMATE at%as a 10and manu Wre y
ct.077.,
r W F: or oivisson or Aipin. Enoine.red Products. Inc.
P.m 0 att.1n,"tT
10 a as. , 0=T Mass Wit irl Copyright 0 1993 Map. .
,N1,1VT0r6.VO angs. trusses wwUmblims. Akii-4, Mi!We n on pacification for Wood Construction
G25-MCt930222 058 HOUVNANIAN 22 -1
HV2268R / D3G 02-22-1993
DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVMx: I
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD
TOT 10-00 PSF F 20GA (ALPINE Hs) 164 PSI NET
AL UNIFORM LOAD 47 00 PSF
L DURATION FACTOR 33%' TRUSS SPACING: 2.00 FT. CENTERS
ADD'L VERTICAL DISTRIBUTED LOADS (PSF) VERTICAL CONC. LOADS (LBS)
5-6 155 6
T1 2X4 S.P. #2 DR MC19 1420
81 2X8 s P #1 DN MC19
W1 2X4 S:P: #2 N MC19 [---------- 10*-4" 3—'-37
REACTIONS: VERT. NOR. MIR-BRG. 5'-2- +
7 1789 0 3.50 IN.
5 2874 0 3.50 IN.
TOP AXIAL BOT AXIAL 12 12
MEMBER FORCE LBR MEMBER FORCE LSR 8
1- 2 0 TI 5- 6 695 81
2- 3 2183 TI 6- 7 1838 B1
3- 4 -0 TI 18.01
IF I
T605_�
WES AXIAL WEB AXIAL 13 z
MEMBER FORCE LBR MEMBER FORCE LBR
7- 1 -186 W1
6- 7- 2 -2394 W1 8D 7
2 73 W1 6- 3 2841 wi
5- 3 1836 W1 5- 4 -116 W1
SPLICE PLATES: T153 14
6 7=T607 2- 3=T305 T 4 0 51- 4
THE SEAL AFFIXED HERETO TES IS
ACCEPTANCE OF INDICA
ENGINEERING PROFESSIONAL
DESIGN ONLY. RESPONSIBILITY FOR THIS
MAY BE OTHER DOCUMENTS WHICH
INCLUDED WITH THIS DESIGN
THAT 00 NOT BEAR My
NEITHER BEEN PREPARED SEAL. HAVE
UNDER MY DIRECT By 10 ME NOR T153111
ATTACHED WITH SUPERVIS N.
AS 2-10a NAILS
tX] - 1X4 CONTINUOUS LATERAL BRACING 1 *-3"-4
IS REQUIRED
SHOWN TO HOLD DESIGN LOAD.
OR A
T- T-BRACE MUST BE CONTINUOUS 1 X 4
EXTENDING TO WITHIN 8 INCHES OF EACH
END OF THE WEB AND FASTENED WITH 100 IJT40 7 --------4
NAILS 6 INCHES ON CENTER. \T605--= \,TS05=
3.5 IN
BRG 3.5 IN
SCALE: 13'-7"-8 BRG
1 FT-.2935"
Genera)� a 6*-6"-12
t oss th
v nol
T81,V&U L 18 8 nttq uJ ing
—1-MaIr approy a nor in- Do 521216
an gyer an contgctor
v nf at on a 4
FPPa11Per8op%rVia,te&,bul1 c 0 1 j arm 91 laT. - ..Lo r an Tor actqal dead ad v7.29B
a 0 ca"tT.' qj'aurol ) ncnWrgclrT
ITS as 81 9,Clasig 5. IS to $to ir AN
n n Fusses im s?chqRs ore su
18 a r 10 18 &cements oh b hori7onts
I a t are r use dTor [ant jr a gnz
sc a En c c .11, cop
i n a H.S. gle IM-Mis Elf t.b r as a. $308. — 1161 are 1 di 36 0 RT.0 Web rtat TOrqeg X?, a
rite , j v =1 gotto atw. on W. V19
c nrl toarcr a oaln—, - t c so c resift
rugges 9 x tFQ , TO 6 do or ing,req con uo a 29 truji; 0 asitin Tor
nrlao mt..0 to in a Pancr N09 stagAdys is 0 ons a ran no dashairve" FEX-101
a ct n it on rmro I VAd-use ran c OT Ttio 7ypl
x a %yaje n? u ng ec T
a1TU V a
a 81%E;o?neb 0)CM
al,on as n y R,ate x t ry 0 r1L9!.a5j1? T-
t4
op
locatil :t 17 speg Chor
_�ama I Ric
q orp t j -?a, tio S
forjocif t 8 n r
47,awng011 LUMBERMATE
D --ce I A 01 Ic
B"
VXOIVM�VP Alpin. KnVinoopo" P�COUCto.
to. P a a 8:spool laot ad ty Lumbirmate,
C pyright 0 1993 461i T in
alto
a 5191eacification for W d Co
G25-MO930222-059 HOUVNANIAN 2268-1 02-22-1993
HV2;68R I El DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PLF LM PLATE SERIES: LDVM= I
TOP CHORD DEAD LOAD 7.00 PLF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PLF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PLF
LOAD DURATION FACTOR 33% TRUSS SPACING: 1 .00 FT. CENTERS
ADD'L VERTICAL DISTRIBUTED LOADS (PLF) VERTICAL CONC. LOADS (LBS) THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE
3-4-5-6-7 130 12 1159 OF PROFESSIONAL ENGINEERING RESPONSIBIL.ITY
B-9-10-il-12-13-14 '15 FOR THIS DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
TI 2X4 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN.BRG. BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY
T2 2X6 S.P. #2 MC19 15 1080 -0 3.50 IN. ME NOR UNDER MY DIRECT SUPERVISION.
81 2X6 S.P. #1 DN MC19 8 1420 0 3.50 IN. [XI - Ix4 CONTINUOUS LATERAL BRACING ATTACHED
Wi 2X4 S.P. #2 N MC19 10 3225 0 3.50 IN. WITH 2-10d NAILS IS REQUIRED AS SHOWN TO HOLD
.1- 3 x 5.3 5- 4 x 5.3 9- 4 x 5.3 13- 8 x 8 8SW DESIGN LOAD. OR A
2- 3 x 5.3 6- 4 x 5.3 10- 8 x 8.8 14- 6 x li.3SW T= T-BRACE MUST BE CONTINUOUS I x 4 LUMBER
3- 4 x 10.5SW 7- 3 x 5.3* 11- 8 x 8.8 15- 3 x 5.3* EXTENDING TO WITHIN 8 INCHES OF EA�C 19, W##W*wf
4- 4 x 5.3 8- 4 x 5.3 12- 3 x 5.38 THE WEB AND FASTENED WITH 10d NAIL
ON CENTER. A; L
"�4z��
SPLICE: 4- 5=4 x 5.3 Q I
ok
PLATES C-
.0c; 0
0
3 4 6 -31867
12
8 m S OF
2 % we
4'-8" fit RK
5--li"-4
3'-3"-4
4
tl
10 9
3.5 IN
15 14 112 BRG
1L.5 IN 12 3.5 IN
BRG BRG
13'-6*-4 29'-G"
SCALE: I 0.5-�8.25 7'-B"-14 7'-B"-14 304517
1 FT=.2282" 3'-9'-8 1 '-5"'3'-2--12 V-0. i 15'-5*-12 V7.29H
ral tgtes. uplest, o&%A Fqrnisq a . dt m3ate f9r acww .0 es w%slop . tal
%n be require dead load n V bqftom gpgrs are 3y -elg to tpripon
0
cafractor brpri are il slace (r V rC
lin rp r er inq and Es
r vs, 9 sn' YOT21"'I JMD'A"cl �o (esil
in t
a Ix
omn
Z
I &C�O%3 I ,, 0gp,,rV-.5w, 114 f , we rru
3. esi an ere( nD erec[cprl U 0 Well i are tnc on e 1p esign or
ds and ng e J VIDI dri, e T bo an r ci. e VI%;, rothe
e poteo above. I( tr
%py o( is desIgn d as mer and c .r I nd p
the MT vefili=
eri
Ra W
1,t1hr in,*,
I C@
rU S. e afa
'I, ver4l
w0prIlra,r - ire.
U ri
EaffiEgs are a ai Is om Lu I ng h6i� N X3 %r
er
01 ww
MON .13
3
ab' 6m . j
co
De, 7 7,1
t M, ' is a on rt NT
C W' r i a Tar,, W�tg r :Aa
ea L(jqT
yj I I cra, S915 1 rMM. ZIFU an "C'ng dffechm-
RAF a, u feMa r:
�, 2 smoce ar err 2a, mra
ffir err I
tvtv c
an
if, bu 3 1 ce pi 11 be IoOpd at j
3 NO ire 73' - an m v-Z"t
enytr arie 6ven U33 as spec ied e,
-TU es I I
0Njn% —1U4A-r]F I /4,rpel'len
Ve ]LLTH]E1]F tilactur y
da s no exc for A Division ot Alpine Engineered Products. Inc.
or. nos .OX�11
Copyright C) 1993
G25-MO930222-060 HOUVNANIAN 2268-1 02-22-1993
HV226A / E2 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
81 2X4 S.P. #2 DN MC19 13 535 0 3,50 IN* ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 2X4 S.P. #2 N MC19 7 639 0 3.50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
9 1525 0 3.50 IN- BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR EXI — 1x4 CONTINUOUS LATERAL BRACING ATTACHED WITH 2-10d NAILS
1- 2 -250 T1 7- 8 311 81 13- 1 -498 wl 12- 1 267 W1 IS REQUIRED AS SHOWN TO HOLD DESIGN LOAD.
2- 3 -191 T1 8- 9 16 B1 12- 2 -450 W1 11- 2 375 W1 OR A
3- 4 232 T1 9-10 140 61 10- 2 -276 W1 10- 3 294 W1 T- T—BRACE MUST BE CONTINUOUS 1 x 4 LUMBER EXTENDING TO WITHIN
4- 5 -311 T1 10-11 309 B1 9- 3 -680 W1 9- 4 -840 W1 8 INCHES OF EACH END OF THE WEB AND FASTENERS WITH 10d NAILS
5- 6 -0 T1 11-12 446 B1 8- 4 427 W1 8- 5 -155 W1 6 INCHES ON CENTER.
12-13 -0 81 7- 5 -455 W1 7- 6 -241 W1
- 5=T305 E R
SPLICE: 4
PLATES
q.—O. 20'-0"
r
5'-3"-8 44.5" 5 —8 6. NO
12 T405�7 T305� T305-- T 153 111 7
STA
4 5 F
T308',' — 40 a
0 a**
%
C,�%
FEIA
T3051;� 7'-3'-4
__ \ I
3*-3* 4
J\1
9 8 7 \T
T305= 305=
13 12 v M_ T605� 3.5 IN
.r
A,
IIIT153 8
3.5 IN '13.5 IN BRG
BRG BRG
13'-6"-4
29'-0"
SCALE: i 81-9"-12 1 6'—B" 111416
1 FT-. 1535" 3'-9"—B '—W—2"—12 5'-0" 15'-5"-12 v7.29B
General t
�Qtej,tiniess oth p n act above.furnish a gpTbo,my b*,qki,,d to coropensate for actt4al dead lo $208 wltq slogg?botto�chons are su ct to horiXontal
1 0 q.t rjlg8li�,.lRa ad N, En 5 0 6 Rlorqas to the
is saign tq th Via asigrier ano Contractor r oylan, r
incov 760tuo 0 to fasilFt
g cpnT07,ficetl� Do.! and V,?t wl uc Inj are icate t;,Dn I a jTj, ellign for
P op ill ST innf'. gn Ing aps
C,ul c utta 0 rA ir tr 8 1 org.e. n I e,7ypl
esjgn ypi a Is n v%,.cvi or ing,re to t tl
Fn 0 n?,t oraendj Knom-chora 0 sees t I
air a PITV [a a a Tatlpns web��,a"cojjnntg'
.aTpnent 0
UP&0 tp T.-Rij, W 0 care. eta ing an tp
,is. ,o r t a "T n .0 'n a
I u na 0 MICA.,
ia�fg and dimepsiorars all a 87rom mg
cu altioni a Fab
a ch satconp "�sjaa�I;Vg!or p ruse r2aTtj1jor6n6air5j9rUa0cy1ng I I- Stan
tsj,n ro an. a s tyglie to
u
V at%CoTnect Be
L
0
Is 0 Tlruii
8, 17, t term "Um. a scR8 6f Wdro
ic, to
t th4 a, r'
nt w orces ans erred to IlIng structure. I a a own yR.ate a i
k ,Ld mctlon&S.'r T
'to a a. to 1. fah' 17rma tapec !?0 0
c _Lli Monnue "d t
I ruvaes shall bog:g id ariclo.od PAIding n,r- orropi1vt I as a be ag a p
, ,L ag as�
n n. a LUMBERMATE aspa 8 Pac Uto -0-9. y Lumbirmate,
Wro e%sr-W 8,6 a7l"' or
e q Ch Im oKw� oes 0 01vielon of Al Ing Engineered ProdWCtm. Inc.
or Iling, 8 a in I
Mo owmevse,9.2gs&nM tmosear!w L"Mut leftlAgi. Copyrolght (0 1993
LN rtieses !WaiVna%ex1gtntTpeclf Ication for Wood Construction
G25-MC,1930222-061 HOUVNANIAN 2268-1 02-22-1993
HV2268R / E3 DES: EFI CHK- TPI ANALYSIS
A
I It
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVMx I
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 13'-7"-12
B1 2X4 S.P. #2 ON MC19
W1 2X4 S.P. #2 N MC19 5'-3"-8 ' 5*-S*-B 5'-9--14 6'-9--14
REACTIONS: VERT. HOR. MIN.BRG.
15 500 0 3.50 IN.
0 3.50 IN.
578 %DER
7
10 1621 0 3.50 IN.
00�*�LT I F/C
TOP AXIAL BOT AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -222 T1 7- 8 0 BI
2- 3 -102 T1 8- 9 174 BI 3W
3- 4 230 T1 9-10 57 B1
4- 5 -122 T1 10-11 -13 B1 z-no*0AA OF .0
5- 6 -126 T1 11-12 -11 B1 %P 1�.
12-13 273 81 go OR IV.;'
12
13-14 394 81 oogsi* 12
14-15 -0 81
WEB AXIAL WEB AXIAL fill's
MEMBER FORCE LBR MEMBER FORCE LBR T`4127�: T405_� T405Z-
15- 1 -464 W1 14- 1 237 W1 4
14- 2 -392 W1 13- 2 331 W1 3
12- 2 -341 W1 12- 3 337 W1 - T305
11- 3 60 W1 10- 3 -820 W1 T30B':-
10- 4 -787 W1 9- 4 238 W1 /2/'-10"-13
9- 5 -123 W1 8- 5 -235 W1
8- 6 350 W1 7- 6 -561 W1
SPLICE PLATES: 7'-4- T305",
9-10=T305 4- 5=T305
2- 3=T305 _L 3'-3*-4 5'-B"-7
THE SEAL AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH \T15314
MAY BE INCLUDED WITH THIS DESIGN 15 14 T305- -
1 10 t.79 305�
THAT 00 NOT BEAR MY SEAL. HAVE 111T153 \T505� 13.5 IN
NEITHER BEEN PREPARED BY ME NOR 6-6,71tft 12 BRG
UNDER MY DIRECT SUPERVISION. -13.5 IN 3.5 IN
EX) - 1x4 CONTINUOUS LATERAL BRACING BRG BRG
ATTACHED WITH 2-100 NAILS IS REQUIRED 13'-9-
AS SHOWN TO HOLD DESIGN LOAD. 1'-4-
OR A
29*-0"
T- T-BRACE MUST BE CONTINUOUS I x 4
ISXTENVING TO WITHIN 8 INCHES OF EACH 6'-B'-4 , 6'-8'-4 401415
5 NO 'WEB AND FASTENED WITH 10d i I I
A,,I JF OCTW6 as"_9"_B 13*-4"-8 1"9"112 v7.29B
. 'rKirl-11TC r%M r=KjT=0 3 -9"-18
GoneraM a1pbe Ire ti,co pans
itejonlass q v no rma iate for actial dealjp�d cisses with slop botton q ore su ct to hor!Xontal
t �Jng j:si above.Furnish a
t 0 roln
n
.1 cho
)fj0 s; as on 9 thnqJ1 r ana contrpctor a qC a pamg,anent�rgp nj al s; acamtgt orRans;ir 0 nzonta orqes to the
air approygt and r t a I;
.IT
C
0
a
OF& at A ;C�qFt! loyesift
i icat on o coM with Are 88 i(Ig Insta ing an aq a a S. I ons o lat w
u I -
q T1
I an w care. Uo t arecl r use a a a trusses. uc
1 5 1 ru't
an'
V n cut, rij� 0'IM SIR, N ,%Ign or
P n qns Design goll. ore i Icatact n
Fap 0 I= so A 7 �qa So 9:C v t
).i'3a1I y.n iag�yFyilnc �noc lu n og r Islas. y an om C 0 S n rpe,9)'.. In ingta al Ito
"caculations are qv91a e7rom umbe OT&K. r r in a 11ITUE a to t spec,f r?,TPI
i.
gn ,b Is or thoseg ggy a.k. qu re con gruoInso tl)OM
ic, 'SAC r)ent. ter 0 6 re t ac
,in a tS. a I ea&g or Pei rea ion on kal etoFASt%Co?neCt?d oo . russe IV-
0; qAjj
.4 6 61 1 ct
8 1: Inr orces 6 P ure
Irito. t An .01. ans erred to a ui 8 Ct t I v;a own y ate s ?I,action-. a or
to�Od:dgs.i 01 a, f,
see TapIre.&:1 ri ariblosed Pu 10 c!j.Iqpm;,,,Chor
1111or Par ) t I
So cagytPlIT
1% . pan
TA, . it I W apr JIM gorropivo 037 y
nr I a�a.vjir allo FINIUM LUMBERMATE prall b
ro 1`0 a W cp c- Division of Alpine Engin *red Products. Inc. Spec . and nianu a*Ct ad 1.6;Aiirrnmita,
I..tVn 7or 4. M ad r1o'
81 ZSjop,r .w Png.,,r In T 24.pat?)IntI.tT
....t4
tEF
.c. Copyright (0 1993 Ngi!We . ..g P
1010TOrSove no$. AAk- acification for Wood Construction
G25-MO930222-062 HOUVNANIAN 2268-1 02-22-1993
HV22WR / E4 DES: EFI CNK-* TPI ANALYSIS
- --v
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOY CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
TI 2X4 S.P. #2 DW MC19 S.-4"-4
81 2X4 S.P. #2 DN MC19 I
W1 2X4 S.P. #2 N MC19 45.5" 58.7" 53.7* 57.8" 57.8"
REACTIONS: VERY. NOR. MIN.BRG.
15 558 0 3.50 IN.
8 659 0 3.50 IN.
11 1481 0 3.50 IN.
TOP AXIAL BOY AXIAL
MEMBER FORCE LOR MEMBER FORCE LBR
1- 2 -315 TI 8- 9 0 81
2- 3 -360 T1 9-10 218 Bi NO.3197
3- 4 -235 TI 10-11 143 BI
4- 5 100 TI 11-12 -60 81 T
5- 6 -192 T1 12-13 194 81 ;4 12 12
14-15 -0 81
6- 7 -128 T1 13-14 377 81
0000 8 F
"ED
WEB AXIAL WEB AXIAL 7`505� T 4 0 5--- T 4 05-�--
MEMBER FORCE LBR MEMBER FORCE LBR —76
14 4
15- 1 -522 W1 14- 1 336 W1
- 2 -431 W1 13- 2 103 W1
13- 3 249 W1 12- 3 -497 W1 T 3 0 5
12- 4 629 W1 11- 4 -789 wi T305 "I
11- 5 -625 W1 10- 5 225 W1 3
10- 6 -104 W1 9- 6 -261 W1 -13
9- 7 357 W1 8- 7 -643 wi T 30 51�/ 7
SPLICE PLATES: \2
2- 3=T305 T 30 5
THE SEAL AFFIXED HERETO INDICATES 3'-3'-4 5'-S'-7
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT 00 NOT BEAR MY SEAL, T15
HAVE �1 5 05 505�
NEITHER BEEN PREPARED BY ME NOR 151 \ 9—.,
UNDER MY DIRECT SUPERVISION. iiiT153 '.4'r6o5*- 13.5 IN
[X] - 1x4 CONTINUOUS LATERAL BRACING BRG
ATTACHED WITH 2-10d NAILS IS REQUIRED 3.5 IN 3.5 IN
AS SHOWN TO HOLD DESIGN LOAD, BRG
T- T-SRACE OR A 13*-G"-4
MUST BE CONTINUOUS I x 4 1 --4-
EXTENDING TO WITHIN 8 INCHES OF EACH 29'-0'
ENO OF THE WEB AND FASTENED WITH 10d
194AL8: 6 INCHES ON CENTER. 121516
-. 1327" 125*-0' 6'-7- 7'-l" 1*-9"-12 v7.293
1 FT !
Goney, qlag,Inle above,Furnish a b r me be a I d to coTponsate for arctt4al dead toad tth slopj��bottow o a re,,su
ct
an.dorit, c TuaLses W ch,4
.et
y
h.
,I t�. 6 No ts�jvct to horixontal
is Do gy cc gt.r ctlo r i an ceglap Is nvnsq Mro torqes to t"
air approyll an,vpnj5cgn. ormI ce It or to a I M Image MR. ' '%'0orA-atn-r.- w-
g I ig.of t a u- a.Lj&�jo A left tqVt� 10 yesift
PP rl to bull 110 0 pe a q paitlwnsl Design a tw care, 0 not, tic 99,1 a ited on 0 t�u Ig gN %asion for
ut Ink Or%,, 01? 1 V It
are Ice 'I
,,,�ac
ns sTall I%' W d�y ean�Krutzo% eynage trusses' P.tl t
I. 0 r so a. choras Y.0
I by
VIC c ni a pi
My,
ii Nrt
tera a pulsoor H I Ind t d c 0
aiijign c cu%stions are qv I a a ram umbe so Z' I
-Ice$ R9 9 rus raa t n an rac,no a f lit l.t%.CoTneb r T-
I Ul Ing is) 111 0 Is gi r -!a eas
w.
into r - 8 re, f.ul fon w
Prc
of rro-
Tru*se r to ;A-st 496111 Tor P t PI mme
'q
n and sad I I. a 0 0 9. t apactgvl�pxb'Pic
n ts -.50 .�PME*t 171 r -
us a [a t C LUMBERMATE IM PFX. I tag and soUred 1i Lu;�birmate,
&I on or I if w a y
08 a or DIVISiOm Of Alaina Enqirlee�ftd PrOCWCts. XnC.
t or o
a o1russas%w ce c Copyright C 1993
r ove an ro_ _ asaai 0 c I "us. Ak-, N& for Wood Construction
G25-MO930222-063 HOUVNANIAN 2268-1 02-22-1993
HV226& / EJ1 DES: EFI CHK:�( TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
80T CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
8 1 2X4 S.P. #2 DN MC19 6 315 0 3 50 IN, ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 2X4 S.P. #2 N MC19 4 315 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -244 T1 4- 5 197 B1 6- 1 -298 W1 5- 1 217 W1
2- 3 -0 T1 5- 6 -0 B1 5- 2 -24 W1 4- 2 -214 W1
4- 3 -184 W1 0 E R
1 '-10"-9 5'-1"-7
T I
T405S7
B-01
-rE OF
S A
'go ORID
T305':,
H
01T 153/ 5 \T305— 4
\T305�
3.5 IN L13.5 IN
BRG BRG
7'-0'
SCALE: 11-10"-9 5'-1"-7 431516
1 FT-1 .035" v7.29B
General Meg,yniaso t9. no a bove.fumish-a 1111110be )q i to co onsate for acti as with slopM bottop c%s qre suftt to hori onto
11
Q6J. 1 ectM n a noril *I dead load,, f.ul
is t t
o; asign 9 ,qjM in Is )Der one contractor acq�.�nts no or t an$Ir o . nzopta orqes to t a
,if,
ga v Tormprice wrtn atlrn'.. areW we q is to as[t
co or J)Q1
j li a 81
art, , j I r
p 0 1 In )or, a Sri Des gn nd a Vt w a . 0 t re gottom cho a busses. uc unj are �, ca 13 1 le 5 f,
u n, " �'rn' *ga'nJ" Ta"Ifeth, vv I un or
'U To p,�hlii ni o g qr stag. 0 rds kea orag It
ose I y c a r r am 't ti "TTPI
rt coffOrZYneg to "P*F� OT 0s!�
a so 0 -&1 Starillard ft -at Rat n.ct oo V .1.(FST-
ac
tl t
to 14 s s own y a a s irection
tol
r" Ile utatpli ary Ic Ic Cho
tl
Fal 0 VP r VE
'61 1
RM a n cagon o CU I A
8'rria'tP.PbrouYAl
14%nd dlTeps ons s all n
I al I,'byley In
ta
p tion
Ad tructure. 8
a no a uAd n I
1 � 3 I-OM611
to fe
LUMBERMATE '.Op',.',l Is 9 and r9a'nuta"NS,"d t Lrnbirm-te,
i'a
or A 0iviolan of Al 0 In. EM91M.01.0 P,04uct.. Inc. True&platei;as "T Y
atb.ln t
Copyright 0 1993 49i TW&'Pn'. Ign pacification for Wood Construction
-"-mvyJuz22.064
HV2268R / EJ10 HOUVAIANIAN 1268.1
DES: EFZ CHK 02-22-1993
Top CHORD LIVE LOAD TPZ ANALYSIS
TOP CHORD DEAD LOAD 30-00 PSF
7.00 LM PLATE SERIES.
SOT CHORD DEAD LOAD PSF T 20GA 219 PSI ZRO S LDvM. I
TOTAL UNIFORM L 10-00 PSF F 20GA
LOAD DURATION FAM 47 0o PSF (ALPINE H S
TI 2X4 CTOR 33%' TRUSS " '64 PSI MET
81 2A S*P, #2 DN MC19 SPACING: 2-00 FT.
S.P. #2 On MC19 CENTERS
W1 2X4 S'p, #2 N MC19
REACTIONS:
4 VERT. "OR.
3 592 332 MIN-BRG.
180 .11130 3.50 IN. 7.-0.
Top AXIAL 3.50 In.
MEMBER FORCE LSR SOT AXIAL
1- 2 -872 Tj 14EMBER FORCE LSR
WES AXIAL 3- 4 -332 91 telex
MEMBER FORCE LSR WES AXIAL 'tI
4- 1 -525 wl MEMBER FORCE 01
3, LSR
-806 wl
TH .................
AFFIXED
E SEAL
AC
EN 4-tPTANCE OF HERETO INDICATES
.13INEERING PROFESS
DESIGN RESPONSIaj IOMAL
MAY ONLY NO 31MY 'F
OTHER XLITY
THA BE XN&L Do FOR THIS
T UDED
NEITHE 00 NOT WITHCUMENTS WHICH F
UNDER R BEEN BEAR My THIS
PREPARED SEAL. OES-TrN
MY DIRECT SUPER By HAVE
XSIO ME NOR
N. ID
T 3 0 5 1-
I"Ll 5 3/ 4
SCALE. 3
I FT..rOO 3.5 IN
Ge 1 *-4- BRG \T305-z
,z9romore
py to �
gyra, 7,.unleas th —-----
air appros5f ,,T to 1 11
4q'j nn;: -0.
.�Zjpno 4 111 1, ------- 3-9 IN
sPe, Do cog...m. 0 C an- to, BRG
; 'wn a Ea
ns,jrjtpo eq ctl In
Or a tr ns Deal.,
int cy1culitloin.s,'r'`lI y us n u 94 a for
I"Its t�q' wm I u be ue trod to
pe into%.10g. 0 in in�,P a act4al dead
100p r)gj a- on;Jigpin ad
&nvi n Ly, 051616
n one%. Is clu alce With
an . are lI bott.,
g. 4 apy n P , , p,, V 7.2_9E)
see-, Cat al a 9 a, OW[ans r 0 99 ore su
angs Or a 6-" Du a no or 1 6 rue j conlnuoys ns o ate wlig"'Enzonta t t to hOri ontai
so W a a ca to d no
III roo I a or 11 rgfo no FqG8 to tgo
ull i(If aiil Fc also on fw.t
Oro ' 2 .1
as* uracing -Lon
I b og! so Kvj-�tt-.O-IV'if',
9. ERMATE 'or, ard f ii- to Ina slI r an o
n' Cop
cog)yr I sto"Ia'nm nectrd tijo 'Orypl
01 TOOT9 0
t re,
P�Odv,,ta Inc. 41#Plat;#8,4*1-cs rec:W'so
t 1993 to I or
n- - aS
llPoo is "to,
and al t9
nail' Y LuAirin.
Zvi!IYALP1. ig�"- leltn3tdf-'Op
as
n pecificatio.in".-
G25-MCP30 22'065 HOUVNANIAN 2268-1
NV2268R / Ej11 02-22-1993
DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 21
SOT CHORD DEAD LOAD 1 9 PSI GROSS
TOTAL UNIFORM LOAD 0-00 PSF F 20GA (ALPINE HS) 164 PSI NET
47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
TI 2X4 S P. #2 DN MC19
BI 2X4 S:P #2 DN MC19
W1 2X4 S.P: #2 N Mcig
JREA,CTIONs: VERT. HOR. MIN-SRG. 13.7" 7--o'
4 371 0 3.50 IN. 12 5'-lo"-4
91 0 3.50 IN.
3 AXIAL 169 0 1.50 IN. 0,Ssllllltllpff 14
TOP SOT AXIAL �N I
�OER SCII
MEMBER FORCE LSR MEMBER FORCE LBR
1" 2 -51 T1 4- 5 155 81
2- 3 -121 T1 5- 6 0 81
C-3 J*Cj
WES AXIAL 0
MEMBER FORCE LBR WES AXIAL 0
6- 1 -51 W1 MEMBER FORCE LBR 0
5- 2 . 5- 1 214 W1 0
379 1,41 4- 2 _162 W1
ACC FIXED 49y,*--'f4 0 R
THE SEAL AF -1 .
EPTANCE HERETO
OF INDICATES V
ENGINEERING PROFESSIONAL
RESPONSIBILITY FOR THIS 110
DESIGN ONLY E D
MAY Be OTHER DOCUMENTS WHICH
THAT IN6LUDED WITH THIS DESIGN
NEITHE 00 NOT BEAR My SEAL. HAVE T3051:
UNDER R BEEN PREPARED ME NOR
My DIRECT SUPERVBYIO
IS N. 2
T305-!,
111T 153J 6 5 \T305� 4
�T 3 0 5
3.5 IN
BRG 3.5 IN
SCALE: 1 '-4- BRG
I FT-.551s" -7--0-
General� 13.7"
t ej, i
yn as$ th 5'-10"-4
OF n tgi IrU'V;O,.1.1
air ap 11 h a
an v f x on o lcoggr and;;5ni ctor 231616
0 I'm 1= i VI!
ev r
0 a 0
PP op a bu pi;cc b
si no s�, ct.- W,M,a etrTonl ad V7.298
1
a an I wpjed`�,ylr,,�ffial Design rql a d d
0
kJon ca c, are Sib
n a Are a ruse.. "t" "Tto C
0 1 . - a 110C garriv ;s iorA n
as, n is e7w"M umb ctj& ril 0 IN cars.B9, h I or !Ao tal
at q,,a-a re poll a,a an 11i o 'a OF tt 47
n1ft If rr so . ,no o 911 1
) V% ageC w ulas tv r a to
ose 14 , r --y-Ningi- 41 well pja ng r asif t
as in Y a IN arm li on T a tru 9 p 'g. r
or q con gruoyag sal ore b p CONVI-�'espri Tor
0 ra... fl.,IT a to a 'r t acin a 'a, cl, ",it
ffigg is
% N miz,-gNIT; I an ruspe or
1c n- I it '11
u t at%C-?,n-ct'Wytjo r 0 P1
1366 vwvl I 11,r Inup.0,
6i rt @.Mn.'r%'1
t on 5uRc to the upe ono rP1
...
t Zo I froeoctioil
C pa Floe it
or ov; orjo "Ir Cning M LUMBERMATE at n .85.2"rT.
all rc.j;�*90 *!ce A Dj�j.j
trUssilis without c."142. *n of Alp a 104415 P1 ra"ne" hsP*Tic�ip-0 r
,116 "1..... ..... xnC PF-7:11 ON jl�
p Ch6
sPac Is and rharl _p9,5
C"Ey'l 9"'t C 1993 T ilill ty-Lun-lirmst.,
Ngi a
!WS'VnaalblOngqlgtintlePecification for
T"vZ268R / 00
Z13' HOUVIONIAN ,,,68-1
Top CHORD DES. EFI CHK: 02-22-1993
Top CHORD LIVE LOAD I ANALYSIS
got CHORD DEAD LOAD 30-00 PSF LM PLATE SERIES.
TOTAL DEAD LOAD 7.00 PSF
UNIFORM LOAD 10-00 PSF T 20GA 219 pSI
LOAD DURAT 47 00 F 20rA 6RO LDvM. I
ION FACTOR PSF (ALPINE H SS
71 2X4 33% TRUSS SpACIN.: S) 164 PSI NET
BI 2X4 SS-pP. #2 DN MC19
Wl 2X4 S:p: #2 DN Mcjq 2,00 FT. CENTERS
REACTIONS: #2 N MC19
4 VERY. HOR.
3 592 G
. 332 3.50 14
180 1130 3.50 IN: 71-0.
ME14SER AXIAL BOT
Top
1. 2 FORCE LBR AXIAL a
.872 rl ME14SER FORCE OR
3- 4 .332 a,
MBE AXIAL WEB AXIAL % I F16*og
FORCE LBR
.525 Wl EMBER FORCE LBR
3- 1 .
TH 806 wl
AC SEAL AFFIxeD
CEPTANCE 110
ENr,INEER OF HERETO 63
ING INDICATE 110
MAY aE, NPSRXOSFXE SS I DNA L
DESZGN ONLY. RESPO
OTHE LXTY FOR
THAT 00 INCLUDED THIS
Nor WXTiq go R11D..-
NEITHER R DOCUMENTS WHIC Ik A. agog 0
UNDER MYBEE SEAR MY TFJZS H
N V
0 EPREPARED SEAL DESIGN 11; �%%
By , HAVE 04"Pro
IR Cr SUPERVISIOME NOR
N.
T3o5-0
-4 ---\ I -
SCALE: "T'153// 4
P!T,.6006. 3.5
(30,11% 1 '-4- 8RG IN 3
0 , I I �ti \T3052Z
Oppiniir'hiv dial llili�i,IM
S..bu - !;�ing aully'll
a a an tku 7
pri appro .4 1;
c n,
--w"ca C M 8 a 3-5 IN
b
a a c '"BY be 13RG
;#;j%l jun U Gq Ired
00 6 U1101 no Des' U tfo
lu
a
'gr V. - a t
a 0 a or to' rfflQ%Tpansate for
, to M. I a jXP.8!.rTT#nent a
at on n ad ad
nolu pnent
r to ne.ng�
ne MTV care 'to,
a c
Bad nr fth 531616
Zp
'STUmse wtlu- %as a
a As r a a
It, roll us #808 With I
nts F&A bottoT
di 1-mmatoo., c a tru;gas. To orl I, 0 V7.2,98
..too to-t&i.-G-1 t ans fll' 1511111ill sub ct to hori
'a a
"'OT two c)l@6al6N,7U f6F L U-09"Ire I. UP ontal
ufidlruaj Con uo s 0 1110'
umt ce a annall'a' i�gn-sti-"nt-t�lrw"�g'uac,"rng Mes to t a
. ,lru qi
rac as to
n a. rac rus?-do shif VIM, , �Unh T
On a $to n.
A 0 L UM RM f to
A 12, A TE 00 t ton as
.. I ct 0 0 rpl
as, or P n at 0
0 y Praowctv. 90M. a 0 1p
1993 or
ht I ic a"T-
a an a
Tgi U.
6
!;y--&pnlVNn 6
C.
a on.
]G25-m0930222-067 HOUVNANIAN 2268-1 02-22-1993
HV2268R / EJ14 DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= I
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
TI 2X4 S.P. #2 DN MC19 7'-0'
81 2X4 S.P. #2 DN MC19
W1 2X4 S.P. #2 N MC19
12
REACTIONS: VERT. HOR. MIN.BRG.
it'toddliefs",
4 416 72 3.50 IN.
3 80 -102 3.50 IN.
TOP AXIAL BOT AXIAL C
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -169 T1 3- 4 -72 81
WES AXIAL WES AXIAL NO-3 67
MEMBER FORCE LBR MEMBER FORCE LBR
4- 1 -349 W1 3- 1 -33 W1
M40RI
THE SEAL. AFFIXED HERETO INDICA ES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR T IS is
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT 00 NOT BEAR MY SEAL, HAVE
NEITHER BEEN PREPARED BY ME NOR T3051 7'-11"-4
UNDER MY DIRECT SUPERVISION. 3'-3'-4
IJ
4 3
,IT I j
1 __53 �T 2 0 3
3.5 IN L,3.5 IN
BRG BRG
7--0-
SCALE: 121715
1 FT-.4492" v7.29B
Genera)t qtoj,,tinless qth$rgjg no e�above.furnish a r me a Tau ra to coropensate for act4al dead load us as with sl bottop ch)ogs ore su ct to ho onto
fa w a acomEnts 09V
cr�
ho
, N
is asign tq fn 'as gr)or and contrpctor ng,, Tapneril I o ans jr
a or rffn a t so ate 0 b Vr7azc0jJPnta�' Oq Sao ttoot a! t
PF. l9stralling ai
IlIng . I 'Mr., rA
uc
Sir a r' a'I.' d Mn",.q 1peastlTrinT?Desig ' I are
e.P.Ind dITa?sI n tt. a.fAj or
HANN n re. npo.t are i a trusses. d. W. We JN J. esign or
c'
0 a *%g,, in�,. e,'hl a C is fen g qannq a ft)
ully
aj,11 V�ad�y a 8 c ni, at ru. I n0i"insta io P
gottom chord
J, , on" I a as liggy acksor r4nin njigruoy ERA to the a 0 0
is
as.ig n pajcu ation.or:q a rom um.ormi re jre 0 S gha t%Co I
n, Ic 8 m.itM a s rt a Ina or TJo.c.n �u.l tanoard at* a nact 0 ru a ST-
It r a a Tgul Ad ng structure. Ll f 'to
Ont'.TINT in Iffln s shown y ate at
tj u�l r@ a top i 0 n(y
�-cl'n on 'r8p t d. to ate Ofaergtei r ame t1sp a " �6 .at
as .I rea 0 so
"t . a Cn
gi, stan� a.. nal an
r,),n t g asZe v ation t 'd'rg.anu a V umbinnote,
ru4se. g:g%;AeffencF.." I.-ldi g'T' I igauo P to I
n
g IV,r orropt
A .1 LUMBERMATE s platei;as sgi?v '7
i'"876or n w pad does np 3'r1cra of A% 1�4 Z�UiMeer.d P�CduCte. I�C.
v
.g. on F P
10 s'kL4�1a"oojrussos.wV igingj Copyright (o 1993
11 0 TOO'S 0"ve angs. truest ita ,;.. A- IN!W.gt*.opnaaft�itgintutepacification for Wood Construction
G25-MO930222-068 HOUVNANIAN 2268-1 02-22-1993
HV2268R / EJ15 DES: EFI CHK:A TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 ON MC19 7'-0'
81 2X4 S.P. #2 ON MC19
W1 2X4 S.P. #2 N MC19 5'—3 —8
12
REACTIONS: VERT. HOR. MIN.BRG.
7 315 -0 3.50 IN. a F
4 315 -0 3.50 IN.
TOP AXIAL BOT AXIAL �T308'1;
MEMBER FORCE LBR MEMBER FORCE LBR 2
1- 2 -109 T1 4- 5 91 81
2- 3 -33 T1 5- 6 112 B1
6- 7 0 B1
WEB AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
7- 1 -286 W1 6- 1 97 W1
6- 2 -72 W1 5- 2 92 W1
4- 2 -307 W1
THE SEAL AFFIXED HERETO INDICATES 6'-5'—A
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS 7`3051;�
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN 3'-3--A
THAT 00 NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR
UNDER My DIRECT SUPERVISION.
\T15311%
0
-0 E 3.5 IN
10 867 0
BRG
S 0 �- 0 12-�
IV
see 000
111T 153J 7 T
3.5 IN
V-4- BRG
7'-0'
SCALE: I I I i 301716
1 FT-.4492" 3*-9"-8 V-5" ' 1 `8`8 v7.29B
Genera)t 9tej,sinless qth$r�fov no above.Furnish a Ired'to coropensate for aculal dead toad ies;with a bottor
r me so .7 chons ore su�jpct to horl ontal
r n go jinent cing a W�r: "!I a c emn t 8 140P or one jr a zonta orras to Me
al rmInce wnn b%�n; I
I jagpns a artej� we acing gqV,!4 to ea for
t b I Vg o�o �n�d ow ai'gr a li Iota ing an agingraly c are ri icato( on 4 Sign
op us be
Ono
n t t amigper ana cont!pctor IS, is a?
)Joss no D..Ign an t C 0 t area pr use trul
approy anT, 3 cc 0 t
'u',�r
4 u
aMi (is as a a y u in at& tqr a a a Dotto c isa,
ullypal
,ap kjon is 7,rpi
a um Eff a %%r Yaelalt�-pad to the specif ri 0
, sins '11 is is I
assign cuislio, a 4 a ?IgNmi. in 8 jagy ad or r Ing,so n guo talu
pia a rom Stand or is t 0=1
MIN Vullso (PST-
into a "rta t is 08 eel a to Rd ng struc ure. I t le'vownit rectionZ a f r
�!, F.� a t a I m
�. ino 19q JIM to.
OPW.ss 0 at
c n orrA a P dL $to a IV % _qtetP,1?�em`8h Spec
is
Tru sea a a so in 0 a a in a n pan orro lice fj tglca
,X:2 in LUMBERMATE
m a to equ a V I n. culat ca as spraltes 4:1-opc-acA.9 and lactn3rIA ty Lumbirmate,
I
N., or W, exq�e if3oo or Divioion o f Alpine Engin.md Product..
ass ' w is Inc.
t 4 far See 1 calling A aj?)Inq
a
;j T01r ass' ang anJor000l a Copyright C) 1993 is as'iVp
A, TRi!1Y.9t1.Pn' gn acification for Wood Construction
callings. N
G25-M(1930222-069 HOUVNANIAN 2268-1 02-22-1993
HV2268R / EJ16 DES: EFI CHK TPI ANALYSIS
61
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2A S.P. #2 DN MC19
81 2A S.P. #2 DN MC19 it
W1 2A S.P. #2 N MC19
12 T305111
REACTIONS: VERT. NOR. MIN.BRG.
5 221 -0 3.50 IN.
3 11 0 1.50 IN.
2 211 0 1.50 IN.
TOP AXIAL SOT AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -9 T1 3- 4 0 Bi
4- 5 0 B1
WES AXIAL WES AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
5- 1 -185 W1 4- 1 9 W1
4- 2 42 W1
THE SEAL AFFIXED HERETO INDICATES 7`3051 5'-4"-12
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS 3'-3'-4
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT DO NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR
UNDER MY DIRECT SUPERVISION.
06,16111 loss*,,
A:)
* 0
J�sz
rm
4.AXOE:
U .5 IN
BRG
so 0 0 0 5 4 \T
11IT153/ _4_
12
4#11 liso% 3.5 IN
4- BRG
5'-0'
SCALE: 511716
1 FT-.5400" 3'-9"-8 v7.29B
General,Qtaj,,ynlass ot no L1 5
0 ice as with aloW bottor o ct to hori ontal
above.Furnish a be I ad to cor ad
r ma a re r, Spensate for actlal dead
cq -I ctio rpri t
air approya orm a wit :a In'"lei or to a iag sta ing an, iW
ci chgs ore su
or and corittractor Igg,.an r )3compritoji r gn two
zo,nta or"'.to t
8.Wjag,'to,
t b Ic �Y.j? trusses. uc ca on a tru#q 1pn a n o
.11 Fatigns,Design an r care.uo rft areol gs
r 10 c n?t w
P e.%nn% tons a aill pa�d c 0 tjr tr
c
0 �n� ponon g are P r 9, t at,, v 8
Fo 9? �cjng g,
Ogg
�j t thq uil�Sn r
is asifnnTv ) c nsocl bg q
[a Tn 0
gon
lu Ta
,-p vgsg. oy an ttom chords, a gs, gac kjnd 17 TV;_
e s.i g n c %c Fa'l plo'nk'ag acroa 4 joaLlErom umb Is I
t ose �1.qqbrac mr.,7�1, . to t .spe P1
t I u ch sh PS� r, in , re con uo
tars dC
ru.l,.aT,,.n njigr cyn
0,
n I ro. P 'go s ea t. g 'ti.
at 4u t Is Co?,nec pcgkfo.
t g114 1 8 A c nt T� (PST-
88 L� 8 goP My g,ate Too C
a Qr Aawaomy Is roes arrerd to a uAd ng structure. wn ti,nT! ofer
j1altis orle
t w apprEN!' n Tla t I 'fic
int: It.n OZ I r 69 ate 11 j no r P a a apacw;
Wn n ).1
r IV agr.Wa one
b fffld &jngq,rrol; v
Truipsas shall 10MO,
n Tog 'A'Lu- ate,
a oquaJ.,gWJ elon. LUMBERMATE 11russ plate$as$pool V and Yanu acM y mbirm
=ag n onc, so It:jeal
c Me?1t3S L do
.g. on ork �Jsnow p s n or v a an of Alpine Engineered Products, Inc.
.Tor Iru as w iling. rgm
g,
gut c 11F
'10 o@r$oe4 ang antforooTo 8 w n Copyright (0 1993 in a
&!W.J.PnIt.."gn pacification for Wood Construction _j
G25-MO930222-070 HOUVNANIAN 2268-1 02-22-1993
HV22689 / EJ17 DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2A S.P. #2 DN MC19 31-0.
81 2X4 S.P. #2 DN MC19
W1 2X4 S.P. #2 N MC19
12
REACTIONS: VERT. HOR. MIN.BRG.
4 176 .5 3.50 IN. 2
3 96 -58 3.50 IN.
TOP AXIAL BOT AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -122 TI 3- 4 5 81
WEB AXIAL WEB AXIAL
MEMBER FORCE LOR MEMBER FORCE LBR
4- 1 -149 W1 3- 1 -94 W1
T 3051-
THE SEAL AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL 3'-3"-4
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT 00 NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR 5'-3'-4
UNDER MY DIRECT SUPERVISION.
4% 606 000
Q,A� 04 IFF I
E
0
*004000 vi
ED
111T 15
J3 T 153
3.5 IN L,3.5 IN
BRG BRG
3'-0'
SCALE: 121815
1 FT-.5766" v7.29B
Goner tinless qth sea with sto bottof o a
p noj.,�above.Furnish a rms ired to cof ialdeadlpad tctm W .are su�jfct to hortAontal
p ch)n zor as to t a,,,
8 q t t ana contractor spensato lor act, _ a
I a asign 9 n rnts, orl
?00?&0,1,W ITO I t o r lng,,an g,*r n*nt ians r o ,to m
,r w u [gen"I or
..T, n,
80,9700.rIpce with a or Wa"n sts ing a a gs. Ole so atT we c ng 0"q
a r a a I cc pn 11 b W to t
P d :dr'�sVqjgpa1iSns,Design an a cars. o riot arecl gor D truss Inj are Ica as
'y an tt.m.cho
ur
131t,i �ir to -on I
u c p
I a tu
'0 11 as. rag b njj no
Tc[s and d! au n a si-, F,It
,T I al,1, n, n f tow ssqs. log ras. eam t. It a
cu attl no are i 1%9Y &CK4 Or Tr4 nin ,,M Jjr0 con UO gg 1 0 *,frc 7-Tpl
, I . y qr
es.ign a rOm um 'u, ill. . so t.th.sp. ,Trmg�.% ST
n tqAJn ".CtFd 00
a qrta a qcO 8 afrg 1%!,, on arl, Stana.rd'V, ot,,tl atjCo?,jt
I
dor pe
u.d. &
'a 4 t t 1'j A.(p
I as 8 Pp a a 'tj C to ng structure. 11 a a I as own y a e,,
F.1 gopenter n aTt anjtgraofn
, g4s tA�jll L ' fn
int t t 'Ir UO Is a .0 It rection 0, or
I 1 -0 09 to pi eme -t spa I V!,,",Cho
t at "2 C To!W
n3.0 -
L j y
n I. PD. d rg.'nnu'l" d t-L.mbirrnats,
I ru9ses$hall be sag K t I, Qn p s0c. N
t ,% * ormpivo LUMBERMATE .:-plate$as specille
gg t, at
.tn,.-n'7.'r t F3�rVcar' AkA DIV1.1on of Axpine znoineepea Products. Inc.
0 8 att.1n t'
N-1'10MTo',6.ev8s'Aaing.AJ-..f-tr8u§*'s'e:ZT,'&9l Copyright 0 1993 M!W.tlPn. Tgn topecification for Wood Construction
G25-MO930222,,,1171, ZAN 2268.1
HV2268R / EJ18 02-22-1993
DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD
T 30-00 PSF LM PLATE SERIES:
OP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI LDVM= 1
BOT CHORD DEAD LOAD 10 00 PSF GROSS
TOTAL UNIFORM LOAD 47 00 PSF F 20GA (ALPZNE HS) 164 PSI NET
LOAD DURATION FACTOR 33X TRUSS SPACING: 2.00 FT. CENTERS
TI 2X4 S P. #2 DN MC19
87 2X4 s:p #2 DN MC19
W1 2X4 S.P: #2 N Mcjq
J .-O.
REACTIONS: VERT. HOR. MIN-BRG.
4 154 27 3.50 IN.
3 .99 .1 3.50 IN.
TOP AXIAL BOT AXIAL a
MEMBER FORCE LBR MEMBER FORCE LBR
" 2 -18 TI 3- 4 -27 81
WES AXIAL WES AXIAL T 3 0 5 1
MEMBER FORCE LBR MEMBER FORCE LOR 3'-3"-4
4- 1 -147 W1 3- 1 109 W1
THE SEAL AFFIXED HERETO
ACCEPTANCE INDICATES
ENG OF PROFESSIONAL
INEERING RESPONSIBILITY FOR THIS
DESIGN ONLY OTHER DOCUMENTS
MAY 13E IN6LUOED WITH WHICH
THAT 00 NOT THIS
BEAR My S DESIGN
NEITHER BEEN EAL. HAVE
UNDER My PREPARED By ME NOR
DIRECT SUPERVISION.
3*-11*-4
00
0
10
E Of
se,0
A *00000
Ole
Ak ED
11111811111111
01T 153/ 4 3 15 3 111
SCALE: 3.5 3.5 IN
1 '-4- BRG BRG
1 FT-.9057- 1.-0
3a
nera Cie I q
0 t is 1; ih- I Ai Ova
a n t t I in ra a
, "Norm wit 4R.'40.etf,
an v fi It on o cc a' no contrIctor MaQ)e r
OP'I.) cc III n L441 d d ad V7.298
n.or. v is 0 as tylrq nc't�ns,Design cis iffin,811y l%!tr.r'UAn nj',eig w W-rawwx sic b 0
isklan c sions s al _updpa is
cu c, e, a or t
Qr t nj (p u%(r%
"is n a I h ire
rom umbe ;o loge acamrots Jortgontal
into Clung$c C r $64 -T6 a a I I r sm 0,bfigniontall Torqas to t
ni.It gall ose Ciliq 961007slo ucKlintarme
jIncits Vlf I. truwses. n ate
vtgh a 1 011 acing
'w '4 gnmacks or r I C earing ra t go 8 p n V,.V Ir "'0 On$1 tot
lug* ru es she acin
Ln PC to stm ure. a
lifin 1.111 iz:'Apue or gf"ng,rs u re con a , �--[
Faic, �orro v m t g r
J" ta r at 1,"007yPi
t V i6t-f 10
I a'wom i russe
1240 f awng 'xQ are 0 a t n Cot 01 ,
0 r sto ST
a-lga C at iiiineg LUMBERMATE or rection a or
'-Oum. -rus"a wout A 01"410n -f A2vj�* to s has as a. q a "'PeTICIOMb-Chii
ru PF
LealiAgs. ate to 0 1
Engin.ar-ea ru a an
COPyright 0 LI
1993 Inc. a anu&-t -ad ty Lumbirmate,
ris lign Pacification for Wood Construction
G25-0930222-072 HOUVNANIAN 2268-1 02-22-1993
HV2268R / EJ2 DES: EFI CHK:A, TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 2A S.P. #2 D N MC19 5 315 0 3 50 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC-
W1 2X4 S.P. #2 N MC19 4 315 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WES AXIAL WEB , AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 0 T1 4- 5 121 BI 5- 1 -138 W1 5- 2 -164 W1
2- 3 -0 T1 4- 2 -184 W1 4- 3 -110 W1
3*-10"-9 3'-1'-7
12 7`405� T 15 3 111 00
2 3 0
8.01
STATE 0
n A� OF
Li
*age***
�";'&ORED E
"if I
1_0"444"t"
2*-7"-1
T 153 111
1 "-7
-7`305� T305-
3.5 IN ,"] 3.5 IN
BRIG BRIG
7'-0'
SCALE: 1 491816
1 FT-.7015" v7.298
I neral�Qta&qn1e_ssQth cl bova.Furnish a Sairbe me a I dl;to coropensate for actqal dead�pad russas with slogg�bottop ch)oAs ore ou ct to horlzontal
3a R(
0 Is Ion to thquia'.4 ..ii,.r and contrpctor a ctrI toffilnS,,a.d,g'.,,r nant ca, or&,, Isgcorntrits 4 or�jatns jr Wrizopta or
taTF r uges to the
a I in'v rrnlpce with T. i%o �jrlr I we
Wth)1. o" a Ugs. olagn's o 0 b oc ng g�q o
app v fication o cp 6 or t an a a no a
Vg I t.�
P late bullal �nd o,,ypar I p tl no,Design "I To a 7 ongereelgrus rge trusses. u IC Sol I a 5 fgenel.'r
I
P' In ru
�tcef Ea
I
4, SC9,14maj a cut, n of g qr tr as. oy an aring tp"tru n,' r? PI ST-
opannd di 'a 0 Eal' nift wR care. tto%c 0 s.
AP4 maos on . I r bom .51�� at Ell
*�r,, tan a pr
a cu ations are qvpi'be rom umbe rea on and bracing "go P'c4
7 ted v%j 9,
'k
es,ign.4 a I;those t ac a pr r4
n iz t yr�icn g at co n I. el I sAp X "t-ggy ping,reg�re con�ipuoys i s 0 rd f �e!cg atit-Ctoynect d
r a 07 0, Rp or p n Nr
111 It 8. It I' I ) at russ'�
orces a�ha' structure. to To '00 tion 0
into Rq .11 A Ag an.Fe9d to tilo'ClidiRg"
.'�m
rgpF. a arptagn a a own y g ate lot d
.tTi�pr a a-Ay P to 11.rm.
W'n orTaIT wh�
C, ETW Ren %,E fl:p,
I 'tp
T-osee a at, egej in aric osed in ogorropiv IIC4 Wic
ron a. ih -L'urngg.am
,,j,p.1C,
n.
,j'n p
nr 07.8 1ca T LUMBERMATE Inc. 6 plates;as spool Is .ctSVd tly
1,
lacti.mn r a pea ng 3 or DlviaioM of A101n. EMQ11.d PloduCta.
�,Ki loe'rVw F run to a W 'Niiing:pW'
6 as. ro 4, Copyright (D 1993 4JcF'.a%en.WnTpeclfication for Wood Construction
UNIOMT."ove anon and r000f trusses without ceilings. Mi!We n
,jHV225iMQ93/02E2-073 HOUVNANIAN 2268-1 02-22-1993
68R
R J3 DES: EFI CHK:� TPI ANALYSIS
I
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM,s 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI MET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 5 —10"-9
81 2X4 S.P. #2 DN MC19
W1 2X4 S.P. #2 N MC19
REACTIONS: VERT. HOR. MIN.BRG.
5 315 .0 3.50 IN. 12
4 315 0 3.50 IN.
TOP AXIAL BOT AXIAL
MEMBER FORCE LOR MEMBER FORCE LBR T405-1 T 153 01
1- 2 -0 T1 4- 5 44 61 2 —73
2- 3 -0 T1
WEB AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR F11
5- 1 -212 W1 5- 2 -57 W1 U
4- 2 -217 W1 4- 3 -36 W1
THE SEAL- AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT 00 NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR
UNDER My DIRECT SUPERVISION. 5*—O"—S
T 153,11
Aft,
OF01 0
S;
C-4 44",
7
00.31367
T A E
4
�T30J5 \T305m
—T
3.5 IN L,3.5 IN
BRG BRG
7'-0'
SCALE: 101915
1 FT-.5713" v7.29B
Genera) lej, ,nJe_z*qth no e�above.Furnish a ed,to compensate for act I ad �-u aswitqsloRs?botto,
opt
gi.
tQ
rma 0 r 1cla dead lo o I ore suftt to Porigontal
�chA
t is asign tq th I I r ana confmctor o rpFla,andiger a n ygpipro orCes o the
pTy and v TAni 4
u.1a, orm to 98C ng gtq I to fegi9t
.Vg.0� n I,&
rp pnife or & sta ing to b 00'ta u
air ap ficam W 10.50,06, C an care. o ryt 4 S trusses. 14 11 a Ca
.a T
e atl�ns,Design t : I g are pt N as gn TOr
0 P..'s�g,iou,11 ENjo W n ftow tir t sev. oi an,1 bottom Chords. rings,gj r lunkjq no I VnI
c 're t .
MnIC1. enj oV
,e n di ansions s all a
T vp 'a'� 0 the specif tl
4 a re
esion acuatior a il I abY. rorn mbe Be .�Igg OTYPI
g!orac
PS�pi)r, in re 10-con uo s. 0
,rn
In .I,raTt n nJigriogn
r A coraw n . nectrd o
int: rt s at ato Cc .I
I 'I� W ONussi(PST-
a I P.V t 9'Al to
n orrgapI7 wi 0 tq�o * 1 5 -Wild to a ui ate o a tali a a own by3lato sit direction=-. ear
'It: y i to 0,1CsNj!b,,Cho
0 si! a op a Id ng stnucture. 0 stf ork p t a
t 1", cr 6 no
T�-5 ia
`841 op
fias 3 a 0,9989 inPe'nPcVo8!-tad�ywW
'to Cis do'$
�n, n. orroplvp 't P
a loca , 1j.T*p.n*qj P'
W iop.C�115 161" tdt' Lurnbirmat.,
n on.rn t w a Wa�e v atio Pao LUMBERMATE rue "p, 5 as and manu act= y
87o'r w pa 008 r 3 1CP Division of Al ins Enginsured ProdUCts. XnC.
w c :!p
.r.ct on c
rjo%r Copyr%ght (o 1993 siVattain tinT
. t=s w
LzN-1,1o;jT-,.,.,-)%rV.1 to' w%Cu in !We no z1g pacification for Wood Construction
G25_M0930222-074 HOUVNANIAN 2268-1 02-22-1993
HV2268R / EJ4 DES: EFI CHK; TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
Tl 2X4 S.P. #2 DN MC19 7*-0*
81 2X4 S.P. #2 DN MC19
Wl 2X4 S.P. #2 N MC19
12
REACTIONS: VERT. NOR. MIN.BRG. — T 15301
4 315 .0 3.50 IN. a
3 315 0 3.50 IN.
TOP AXIAL BOT AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 0 Tl 3- 4 0 81
WEB AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
4- 1 -248 Wl 3- 1 -0 W1
3- 2 -248 Wl
THE SEAL AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT DO NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR 5'-9"-7
UNDER MY DIRECT SUPERVISION.
T3051;
SC 00
00 so,
%
n
0 Li
0
4 3
.7:?
#0 *so 14T 153/
77 53til
0 3.5 IN L,3.5 IN
BRG BRG
7 —0
SCALE: 311916
1 FT-.5928" v7.29B
Genera)t Qtaj,yniess qth p n cc(above.fumiqh a. g.aVe b I d russes witq sloW bottop'cho ct to hor!Xontal
,,to cc pensate r act al dead a
n a a pne on or lap(acern n colfans jr o grizorita or
rT ig uges to the
.t -4 r Hag Ate in c ins ore su�jp
esign tq tn rW C
?o t pb y 0 r7 a t r-. 84, ne a ara web
ogo
is asig?0ar and contractor
I cc Ft
air ap ro 11 . r p t acing pq I tore$f t
,41 and vq, rrnlpce with qu a ra Fiffl� I
Roan�r t 163 .0 en the trujq asp esign lor
D� I an 7o,?t wl t re r so a a trusses. uc a r n a I
P pn erl s;rglypatigns Design IR care. 0 rvi)%t
a i ant t i p."Nhc.0.Vall ad y uilFn o,n cut- n qrt ..,U.'..n?0l6Wa'nnct, ottom c rd 6, rPl
esign cajcu apons are qval a a rom umbi is .11gy ka o sg
ru fj--- let 11-Plaft (PST-
so r u con jguo y
aDyn
O'y u . i I?V.DOT r.u
�,,p e i ' a ' %. . Q n �11 *
al �.&.E in those r n
n a Ich a A o,?,ent. .1 tp a act on Co?,nabt?,�
.IV
�,,.na
aping or a a a
a sJ9.nrto D�.,We Is a is Mg.I uld turs. a'IV own% t t ract&on;!.' aler
T.t R' ema Spec ic;apqp!,,,Chor5
Pnt'aWrTl c a a. in a
11 &al]lUllocat' 1 one IN t
d 9,ldlmlp orroilv?
i
it .:a
tF, ., P as P.c.j�a P
Eaton. 3 :ca LUMBERMATE is an anu ac r Lumbirmate,
qatlection for ljyyzen6w liad Nes n x, Division Of Aloins Engines'.. P"'ucts. Inc.
t c w or
,!V
2 c.iling%prid aq In
Ord-roolWsesses ut ce ings. 1993
&TWt.Wb.;jAT
t fff& rVangs an Copyright pecifleation for Wood Construction
G25-MO930222-,,, HUtJVNANZAN 2268-1
HV2268R / EJ 2;N
DES: EFI CHK:4 TPOI 2A�YS99ZS3
TOP CHORD LIVE LOAD 30-00 PSF LM PLATE SERIES: LDVM:m 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA
SOT CHORD DEAD LOAD 219 PSI GROSS
TOTA 10-00 PSF F 20GA (ALPINE HS) 164 pS
L UNIFORM LOAD 47.00 PSF I NET
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19
81 2X4 S.P. #2 DR MC19 5 12
W1 2X4 S.P. #2 N MC19 1 '-4'-4
T
T
G
V
OP
OP
5
22
C
H_ M
C 0
No
R
3
R
R
D
D
02
6
8
i
9
L
D
2
E
I
E
j
2
V
A
E
D
A ZAN 2=268 TP02 22 1993
EF I�CHK I ;NA�YSZS
HOUVN N -1
DES-
AD 0.00 PS F LAT SE I L VM= 1
C 0 AD 3 .00 PS LM P E PR S ES4ROS D
7 F 20GA 2 1
0 00 PS T 0 (19 PI N HS S PSI NET
13 rD DEAD AD 1 F F 2 GA:AL E 164
OT H P
T L U 1 0 M 4 nn
L OTA N F R D 47
OAD DUPAT I ON
Tj 2X4 S.P
81 2X4 S.P
W1 2X4 S.P
R 0 'T
EACTIONS: VERT, NOR- MIN.SRG.
5 315 .0 3.50 IN.
4 315 0 3.50 IN.
TOP AXIAL SOT AXIAL a 12
MEMBER FORCE LBR MEMBER FORCE LBR F
1- 2 -0 T1 4- 5 54 B1
2- 3 0 T1 F
WEB AXIAL WEB AXIAL T4057:= T 153 111
I \3
MEMBER FORCE LOR MEMBER FORCE LSR 2
M M
S
ER
A
FA
AL
RCE
5- -204 W1 5- 2 -70 W1
4- 2 -211 W1 4- 3 -45 W1
T T HE SEA L
HE SEAL AFFIXED HERETO
ACCEPTANCEE INDICATES
I t' OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS
I
MAY BE INCLUDED WHICH
THAT 00 WITH THIS DESIGN
NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR 3'-9'-3
UNDER My - DIRECT SUPERVISION.
oe
0 S T1530i
Of
06.
0
Z'T 3�O5 5 4
R
3 5 IN �T305=
BAG 3.5 IN
SCALE: 7'-0' BRG
1 FT-.5713"
?a a taj,
0
0�ir wn ass gh
0
is pn t� 511916
an 1 a me b
a r appro U Ing as R?ar 9,a
n Icagon o co onn lgctor eber
buylaing c f contr v7.29B
a in�o ru See with si
4. Design Is --rizontal
es�ign.c memons a 'ali ScomEntsiolMor [,tatno C 0
cy at Is nj t a r nzo tal Torqes to the
ns are 4va 998. olatgonsof ate a ac n gq to esift
ant. mil a u �. q as I e*4gn for
I Eru,81 N uc nj are icated on a t
st o '10 �
uo ng p s F.02. 00 Is n ore a,Ik ac n Inst,
fusses s 811 9 Stan a E an ac u
bvelg ro to I Stan at, r at t a 6 c v Vol 7-rpi
a
n s n Po
ggrg v 5*Fnp.nPc QT� a m.,c T o.Tbo...e
on. t 0 Pvv ate ion s s a 6 Irection a or
W ad r car at or p c
t T it In 6ST
0 np MN, r "I Post
r or 0 w't LUMBERMATE a a Cho
5 Catlin A 0ivialon a hire a?_0P!6'
10M 88 Opt as a lie t t
I ;N A R
ang a a pn 0 Of Alpine a 1. E
88 9 w C ngs. gngiM&0�vd ProgUetg. In, an 1kc Lumbirmate,
COPYrIght (D 1993 TPI-!Ws pi.attngtitute
atq
NOS n esign Specification for Wood Construction
G25-MO930222-076 HOUVNANIAN 2268-1 02-22-1993
HV2268R / EJ6 DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 20 S.P. #2 DN MC19
81 2X4 S.P. #2 DN MC19
W1 20 S.P. #2 N MC19
12
REACTIONS: VERT. NOR. MIN.BRG.
4 14 62 3.50 IN.
3 -167 67 3.50 IN.
TOP AXIAL 80T AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -92 71 3- 4 -62 B1
WES AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LOR
4- 1 -7 W1 3- 1 217 W1
T 3 0 5'�-
THE SEAL AFFIXED HERETO INDICATES 1 '-3"-4
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT DO NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR
UNDER MY DIRECT SL)P5ffi5�T##,,,
%%11� . A
V
IFIC4
C-113.4
go.31861
0% F]
H
111T 153 3
I �T 1530
3.5 IN 3.5 IN
1'-4- BRG BRG
1 —0.
SCALE: 112016
1 FT-1 .840" v7.29B
General t�?tej,,yniess qthlry acl above.furnish a rm a ire Ith logjj botton a ore su�
ponsate .1 cho
or settle dead oad )IJ ot to hotjpntal
asign 9 1 . ul t r in an Anon I or a--- na��rw nzopta torqes to the
go no t
t at in a ri of r a r
?Oop&o a t t or and con9ctor J.. En t C
0 K ap ano)V� 19? a
11 1,.90 . or 0 n.o.i4at ab ac n Vq i r I o resift
pp p a d ow r, "M fn. Design an a qtw cars. t are r a a tru mayn T a ggit; asign Tor
0
Pbra t
NO Sao$.
it 11 c n oftg IT ss?& oy an o 0 8 *U,.r,,,A,ig. rp.aA clunAgn
1, %aflic
�eia a -,nI d�y uP f , I�t Vv 1�t .
a r -rPl
cAulations are umbegn
a to ggy ac a or r n -a fa. to M a specif 07
; ,w to 400 o7ent. tgj a a a or pg!Vl, I n a CrZing I., etvi at nectid Votion ST
u %Co?
, russe
Od SITUR as orn y g,ito a I
.1 -Far
tract on=
tk.o to P17rpm.."'tl'aph�,9 !jl,,p!b,,ChoA
Ip .8-VI be-local
rlus p to.ag specl East..manu act red ly Lumbirmata,
at?).1n
&!W.8&pn'a .19fintTpWfication for Wood Construction
GZ5-mOP30222-077 HOUVNANIAN 2268-1 02-22-1993
HV2268R / EJ7 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTqRS
Tl 2X4 S.P. #2 DN MC19 3--0-
Bl 2X4 S.P. #2 DN MC19
Wl 2A S.P. #2 N MC19
12
REACTIONS: VERT. HOR. MIN.BRG. —
4 -3006 -0 3.50 IN. e F
3 16 32 3.50 IN.
TOP AXIAL BOT AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 419 Tl 3- 4 0 81
WES AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
4- 1 3033 Wl 3- 1 34 Wl
THE SEAL AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT DO NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR
UNDER MY DIRECT SUPERVISION. 3'-3"-A
1 '-3'-A
SCH&.?
%0 IN
000
Q
C-') 0
.31
of Fl�
0, PjE ll�.
00 ' so
* tcL 0 H
00000 00
L=4 3
11IT305 \T`203�Z
3.5 IN 3 N
.5 1
BRG BRG
3'-0'
SCALE: 302016
1 FT-1 .090" v7.29B
Genera
t�clej.Inle a Mqhf 1p no me a iredl to conDpensata for act4al deff d rulkses with slopo?bottm cho re ct to hodXontal
ng c a Ks ro u
zc,
0 is as gr as or and conlrpetor a r �ln andgr Is nd*r4aang�jr rqes to tne
Tri . or t tTpnen 'Aacomf2t 8 to 0
,31 an v .01po I I t'�jfo
OM 81 pno o web acrng gq to
Jact above.f urnish a
a r approy I gon o an 5 a ing an aq 9
"Fogcilj,3�Do.Ig n an a tw care. o npt arecl Cr use daInage tru Icatec on t a t�ujq asl as gn
:q at FNIIot
all d�y"Tul inj n V - nilll ra,, n i t
C 0 4r t as s. op an ottom choras or ,n$,jn in
Q re 'A ac to ta,ap..If_
4v
,a V"Ifil
F.' a n. culations are$ t njlg 0?a tio'nlL`o?,rPi
rom umberrn4 a glagy ac a or Tr4rin t
.n
11'rn 1, t -ompopan. rt a ai,,,r,,n or rug: to, at%Co?,nectrd ood Trusm(PST.
go
t ltpr
r "to ReM.Y, 'j p,.�co ng latIvown y R ate t rection a or
a t A t 0 91 9.Tufl d. Rut r a. 1,
in I PH a '- 0 uolng
tlonc.n mc I St
to st@j ate P1 ame C,�lca �1"Ch
Fn n po a a s.. to At n 11 be I ISP.9
t: gan...1.
offof'v LUMBERMATE Inn Fa �pc,:0 0.9 to nd n t,gh= Y umbirmate,
.1=41 r%at
SteflaqtJon for I n6w d,.oeownp RAI o r DIVIsion of AIDIMe Engin.er.a ProduCts. Inc.
as rt
or.ve 0�jor%Tol att.1nt�Lr
.;a f Copyright (C) 1993 .g P
angs. trustee w ljrt callf4l. 'A IN!= ocification for Wood Construction
G25-M&?30222-078 HOUVNANIAN 2268-1 02-22-1993
HV2268R / EJ8 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: / LDVM= I
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 5--0-
B1 2X4 S.P. #2 DN MC19
W1 2X4 S.P. #2 N MC19
12
REACTIONS: VERT. HOR. MIN.BRG.
4 93 115 3.50 IN. 8 F
3 29 -24 3.50 IN.
TOP AXIAL BOT AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 309 T1 3- 4 -115 B1
WEB AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR
4- 1 -45 W1 3- 1 93 W1
THE SEAL AFFIXED HERETO INDICATES
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT 00 NOT BEAR MY SEAL. HAVE
NEITHER BEEN PRE P A Q,.BY ME NOR
UNDER MY OIRE CT N. 4'-7"-4
Ilk ONOW-1
A%� c4p 0 T305,'
It
C4*Q
f
ltgy
0
,40
o 00000as
- I '
EID i
Li
T 4 3 2:
-,53 \T305iz
3.5 IN 3.5 IN
BRG 5--0- BRG
SCALE: 492015
1 FT-.7745" v7.29B
Genera)t Ja1pb! me be a Ired to cc pensate for actlal dead load
�Qtej,yniess oth no xt above.Furnish ith slope?bottow ch)oAs are rt to hodgontal
a So$W
. t , q& 11"1,
0 is esign t9 thqj=�Vin SIR 1.UI acomf0ts qrld o,r a n*�,. o us orqes o the
cc ?jar and contr a lie T
,gctor VoquE.r, E.,ct PF,I I gar nor
.aTp
I
ormlpce wit earto ag� sto ng I rem no;4 at. Irw "0[
air 1,.n.v�rlflca n o bgja.,g ,,qV.,�
?.OF& itft" t
an 8 Digs. Zf It to"Yot
g.0 C t
,ri.tP.Pbulig I in(9301ow er'�sVqlf fatlqns,Design W care.U0 n?,t orecl s trusses. uc ling are p catelrpeln t a tru *a pri sign r
, I I hjj ;to tlq r
,,sb rip 'ut,'nil qr t as ov an bottom chordslou.,J. a iggigy1g, a in�,jrt, no
P O%nd di o ,ad jUr
dp�. Tensions a all Ul nj T,,Mp �0,I U n C A0 1. a' ru
t.rf. o the spe 0
cc C�
asign,c ta 0 09 racing I S 0 rd T-
cu attions are be I gy So s or r in
ch a I conro ant.0ANS'll�o 0. it rt I g or .1,r re.Tt.r n 0. 0T
or 0 gq a toptIlTuAd 2. *' S!.'
Jin dTng structure. Ifectlohl (F.Sr
I VjoI a 487.113c xm so -G r
I a
a p 9 't
17, 0 OP a a a rre P 14
Y c6nfor.TapT With ap 11 .1 !1rhah spa ica -,or.�.
FT�17 istaUa dy.." to im St a ardloc' to
n n ro orrop V
n I ofl!,b-
rugges 5 a agag in enclosed. u) I I lice$M. 1 9 ?
. .b,I , r '91P. d 11 a'c'tn8r'od ty Lumbirmate,
jmaqts.W1t a a a�e aWn a LUMBERMATE
or ct,0
an Sor %u .7r I%$$P ates as sp
cr i Fica
In or In, V C IC Sawn oxI F 0 00�1 -n .. ...... ... .... .......
L1?1q arsoa - innas
p ex
gT or ru...
0 ;4w * att.n tintL?
L ve angs M�Morof trusses fithcolut calif, 1111�4-,---Copyright 1993 IN!W.t*1cPn'. st pacification for Wood Construction
G25-MtY930222-079 HOUVNANIAN 2268-1 02-22-1993
HV2268R / GlGE DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= I
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
131 2X4 S.P. #2 DN MC19 1 533 0 3 50 IN, ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 2X4 S.P. #2 N MC19 3 533 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WES AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -471 T1 3- 4 388 B1 4- 2 113 W1 THIS TRUSS IS DESIGNED AS A GABLE ENO WHICH MUST HAVE
2- 3 -471 T1 4- 1 388 81 CONTINUOUS BEARING THROUGHOUT THE LENGTH OF THE BOTTOM CHORD.
IVERTICAL STUDS ARE 2A" D.C. OR LESS AND PLATED AT EA
1SWilAWO
5'-9"-12 WITH T153 MINIMUM. 5�qU'—W_88- SECTION NUMBER 5&jVs
%1A D E R
000000 ,
% 00 0 tl;"
set' Is.
'?"T I F16
12 12 .'r C-3 -1 0 -
aF %, �'X*ass
az
TA05_� 0.31V
'rA 0
2 oe S7A F z
00
ER
loan
A'-2"-15
T305_� T305
3 �
4"-7 4"-7
nu U U U
LN 4 \T153 III
3.5 IN 3.5 IN
EIRG BRG 1'-4-
SCALE: 5'—g"-12 5*-9"-12 082115
1 FT-.5087" i v7.29B
General ktag,unless i4v115p no above, Furnish a :o coropensate for actqaI dead 1pad M with SIOPM botto�chons 4 ct to ho ontal
t Sairbe
r me be I di
o' or ana con9ctor a I Rot V tmq PInnglylIg" 8 acenifints iffid C gari,2i o - %NS."atuaRorqas to!9a
u
ju Ing an ra �In r
taR,n*nt grgingi t
?0opleira'p"p, jjrannT' cc is $00 a web q
0 8 P to
P Pri t b. 09 c ow sF catl�n.,D.Wgn To
)..% n tru awjng g,
all IRS.11.01a�p
by. gg�, ul I r, ano 79ft w care. o ngz are Stutse 5 go trui uc I are cats on 1 0 14 881 n F I en'Itot,
no as
ter. ru
�n'OCIR oftilcr I tbk�
a a an IT in umbe n ril og Ir tr%sssk. I op ei to.
or
Sy so a
,,or P r1pr TrT in re ILA and racing -to
Irn It, If rj 'rpi
U Rq'j c - rustreaTt D I Wan,a r et4I ato Cc nact d a
orces oot, �AJFST
to_?,t I or
Tric;c n ongageawit appi j? , rc
'Ad ng structure. .1'.t or 0
"Tio
c
rps
UtIm av 4 : -a conpipuoys P
1 180814 n 2 ,j't
e:.,gn,. u attions are 0 to a t
,vAi ab a ro R 8 ANT.
into r IC% \di Pei 1. 0 'T r.o
Ve ans ol to a IVU 1 a shown by a
0 t PlIm
ia me spefic�Pop!,yjCho
ri�fiq
tj
8 a a xag r 4;'npc=d _01dinle or
t v
a:r,M ation. .1 :ca as'Vp--
as ,�n pq orTaTIV? I to
FT ag LUMBERMATE
t
a
ron 670$ " ad a ngi or Olvi*10� Of Aloins Wnginpar.d Products. Ilic. P 01P. .tn8.ttd ty'Lumbinnate,
iias. C_
nrl"t-mon ro 'o �1.1i Ago,,F1
a' a;41 fo?pDo 0 Copyright 0 1993 T
ItT
ve angs an 0 trusses Npi YWA�qwpnlaatf)[ensqjgtlntLPpecification for Wood Construction
G25-MO93:0222-080 HOUVNANIAN 2268-1 02-22-1993
o(HV2268k I G2 DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: / LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2A S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN BRG* THE SEAL. AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 2A S.P. #2 DN MC19 1 533 0 3 56 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 2X4 S.P. #2 N MC19 3 533 0 3:50 IN- UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WES AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -471 T1 3- 4 388 81 4- 2 113 W1
-471 T1 4- 1 388 81 ot OMER sn N,
2- 3
%%, so
5'-9"-12 5'-9"-12 00V IFI,
12 12
3 NO. 31867
B
F_
S7ATE OF Ji Z
7`405_�
io.
-V0,
4'-2"-15
T 3 0 5 T305
4"-7 4"-7
�T 153 111
,13.5 IN 3.5 IN
1 '-4- BRG BRG 1 '-4-
I
SCALE: 5'—g"—12- 5*-9"-12 292115
1 FT-.5087" v7.29B
Genera) ct to horiprital
�q,ej,qn1o, ogh$ no me a I d to coTpensato for actijal dead toad eses with slgogg�bottop ch)qtjs ore su�
g'agb! bed
, t
t a qc fqn, a I, Ing,gliggir2priCi, In&ar U n 3 OTS o the.
t TIg
Ing.ject above. Furnish a c
foof&0 is asigr esigger and contractor I I., fan.pir
air approyll an a to r1v W ). to 0 -Or't pq t
co 0� r "Tr nt,' r
infication o k. , p.,n a I U�,.Tto t§Fn.. u to resipt
q r tc bg 8 N I WIN" mb
Ra uATO ?a allin ra
P PH to buil Ing cc ej7qjgjcat1 Design an 7 cars. o ript are r use aq aoia trusses. u a on t a trup q as 8
t gn h a n1ft w t o? Ott rag 68 a t i n for
g
rc
f&gng in
A
ts r t,!�
c n okg jr tr re P. , 6 ot a
r,p Cir vL%Isls a V"ri.%tl
4v so y so to t Pac'
in re ;h
It
i crs alntl diTepsions Ea 0 t' S. an o
esign c1cu ations are Is YHrZo",rgN sh %is jin pggy so s r r I co a as ali Er onlLol"m
rt.,I R'a .r 11 hy - I
Ic -68 ighl I rug rea an al
9 8 ;Wo,, t it h 11 to St 0 "a
11 co , yn or t a a IV at%Co,?,nectrd: ood
ores$SjU
a Qrts P Tu T%!�eA.RST_
srsct,
jrit%Wr��ti. In ottW4 i logy is 8 .0 0 Ma'arrobi to a ild rig struc u mito c es own y K,ate on r
I
t N 0
stsuo to at t I 'J1!j.�p!b,jCh
Trucoc n or ,,Jul I PC,
,%ag%w ag arcs. go a h3ru
r
gas a a n ericlosed �Idl ri-oorropivv I Anall be loc.� t P1 MT3a a
r . 1P 1�7 a u act a -
nrro n t tyrog tout n r 9 1 qgri.al LUMBERMATE rus:6PA81:68 as$pool and Xan d ty Lumbirmate,
loctgr Mar 0,
0 naboxg R
n me A�A Division of Alpine Engineered Products. Inc.
M240 fo�rf frusses w ce ingiij In
10 a w Copyright (Q 1993 84PVt Cig ttT
IT a I Ing$. !We na gn pacification for Wood Construction
IR orso angs a roo trusses without collp
top CHORD 7
Top CHORI DIVE LOAD DES: EFI
SOT ) EAD 30.00 PS TP 02-22.1
an
TOTA CHORD D 7.0 F ANAL
L CAD L UNIF L D 10 0 PSF LM PLATE YSIS
D L 00 PSF SERIES.
URATI 47* T ZOGA 279 PSI 6ROSS
FACTOR 33%-00 pSF F ZOGA LDVM�- I
ADD'L VERT (ALPINE 8S� 164 PSI NET
5-6-7.1 1 L DISTRIBUTED LOADS (pSF,TRUSS SPACING: 2-00 Ft. CENTERS
TI 2X4
81 2X8 S.P. #2 DN MC19 279
-P
S.P:
2X4 S #1 DN MC19
Top AXIAL N MC19 REAICTIONS: VERT. THE -SEAL
MEMBER FOR SOT 5 3695 NOR MIN ZNGZNeeqXAppXXE 0 HERE7
1- 2 CE LSR AXIAL 36 0, -SRG. UMENrS WHNG 14ESPONSXSXO ZNOXCATE
"4365 95
4278 WES
2- 3 Ti MEMBER FORCE LSR 0
S' 6 AXIAL 3.73 IN' BEAR MY SICH MAY Be LXjy poR
3- 4 4278 T, 6 3600 91 MEMBER 3-73 IN. 01MECT SUEAL, ZNCLUOEO THXS 0
4- 5 7 7 HAVE S ACCEPTAN
3 76 NEZ THER BE WXrH
00 6- 3 1 wi MEMBER FORCE LSR EN PRZPAMEOESZGN r4 OTHER 0
81 HX. ROPESSXONAL
245 a, 2 FORCE LSR WES AXIAL PEMVXSXON 7 SSXGN ONLY
-4365 T, 7- 1 36 2557 W1 e Ce OFr p
67" 3 25-57 AT
4 - By ME N ')0 NOTOC-
176 wi OR UNOEp
my
oNDER
j
7
7 0
OF
%
7`1530 EN
7405
4.- 0�szr
7
740,5
7
SCALE. 1 --4- 3. 73 ZN �!60 5
Fr. SRG W#
10. '0
aners -
0 0 9te
air a is 'g4
P p p nt- liz�
aw
a an u.
aa. fy,cofe"";eyonw asig 7. 3. 73 XN
neac c —8
To 3 7- SRG
are
frig d in
17 MCI) ng IDg CC a b
J.9—Ij 0 1 fun 1 . re 4.-0.
ppefw�, an It , lerctio Ired to co
16 i r to
Fr IPPNJ 1,
A-13Z n 1404
age r Is i agransete for
r 31,11M W-r M --`nent 80t4sl d
a0e, an npe �r Id
r orma. go
so oKt or an 'Qng a ad
0 11 W.
n -at -% -42 1
0 omes-19.p ,V'..�iggramig. a., rues,
:0 W 'Of aw
a or I T,fjott --,.,)To a 19pilecam 4,92,16
or Im 11,
ut fdjj,`tQ1%,),T,,1n9 on1c 041 nt 410 130
und c 8
lg-ke�UIOF-, .r r
a ns rol V7
LIME Ure ra r12 D O;i ao wiii,y Dh .
A ------nail or-is fA.nral
3,'r
HMA 7- oran ic -q G.
1X1 t�'Wnfjt
4P 6 Ito a a 8 at t a r
a or 4.0, 0
so a ca t a
c
a t
1 '00 16AT!a0A"PST-
a, lih�tV�aRocnts- n,- a .
IiG25-1,10130222-082 HOUVNANIAN 2268-1 02-22-1993
HV2268R / H1 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
Tl 2X4 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIN.BRG. THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B 1 2X4 S.P. #2 D N MC19 1 1631 0 3 50 IN- ENGINEERING RESPONSIBILITY FOR THIS OESIGN ONLY. OTHER DOC-
82 2X4 S.P. #1 DN MC19 8 1631 0 3:50 IN. UMENTS WHICH 14AY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
W1 2X4 S.P. #2 N MC19 BEAR MY, SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WES AXIAL WES AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR EXI — IX4 CONTINUOUS LATERAL BRACING ATTACHED WITH 2-10d NAILS
1- 2 -5783 T1 8- 9 2025 B1 12- 2 -471 W1 12- 3 511 W1 IS REQUIRED AS SHOWN TO HOLD DESIGN LOAD.
2- 3 -5217 T1 9-10 3375 B1 11- 3 -893 W1 11- 4 1968 W1 OR A
3- 4 -3883 T1 10-11 4006 B1 11- 5 -19 W1 10- 5 -515 W1 T- T—BRACE MUST BE CONTINUOUS I x 4 LUMBER EXTENDING TO WITHIN
4- 5 -3993 T1 11-12 4412 B2 10- 6 581 W1 9- 6 -1620 W1 8 INCHES OF EACH END OF THE WEB AND FASTENERS Wilh,,;,Jd NAILS
,%,Ilk
5- 6 -3649 Tl 12- 1 5146 B2 9- 7 1018 W1 6 INCHES ON CENTER.
6- 7 -2025 T1 �A \.\%DER
e ......*a. r,
7- 8 -2458 Tl
I FIC'esis,
- 9=F2512
SPLICE: 10
PLATES 12-11=F2512
14*-4*-4 15'—S"-5 .3
5'—l'-7
_rA
5*-2"—g 4'—B"-1414 —6"-13 5'-2"-2 5'-2"—1 5'-2'-2 Z'vq STA
12 7`505� 7`405� T405� T505Z 12 *a
1 0-3 0
00 040RI
6 -�*o
4 7 7 DOE
F ��Cr 00
7`4051: T405 ---
3 a/,— 3'-9"-6
4*-7
g'-11"-4 I®r 10
2 \T405—= \T405---
F2512'-- 3.5 IN
___\ 1 12 \T405-1 BRG
4"-7
4.75
3 5 IJ 12
B�G
35'-0"
SCALE: 8'-2"-14 1 7*-7"-2 7'-0"-5 71-0"-4 5'-1'-7 142216
1 FT-. 1647" 15'-10"__ v7.29B
Genera) ass ot bar me a
�Qtejj tjnI hqrW)qf'no id,above.furnish a g,,alp t Ired.to compensate for act4al dead load 'fru,ses with slogj�bottop cho s ore su ct to horl ontal
is asign tq thil pull ing Jager ana contractor Ing,.andigalprient is 408 t 0 ins r oll Plorqas to Me
a ftc 1. tc sTron
T
tp OrAaateW
a.�,T a rt n ig sta ing aj ns o we geing giq
a
.Nj,and o�ge rmlpce with aq,!%rl:an inve w care. o ript eracj g D trusse 'in
ggr21g.catigns Design
e T tg c vi-1.11 C 1'zli atadg t a�nvj as V118 it a
ir j,%!.0.f an lot r
is r9l" g
foo?tyh 0 ficatfon o cp 0 'a jys�is air 11 b grizopt.
, t a. Em
ipapes Pal nd di, apsigh.so .4 ru. .
J�,Jl j I�ra in cut, n oU Ir tr op an ottom.choras, a n%!, orpa.Aga iun�,j to
v% galiT
s a NE is a�
n,c u at or Y. af1hi. % ninj,regy rusi the Pecsficafi 0
no 10
n . gr a t 1,c pA con opan.
c is IIEW at.
. ggy ac or Trilfn tire con;ipuoys
t mot. p ajhApdor p Mire) rus rea tion and bracing
in esT rces
Ic %no.., t
ajr
inte rqte into M4�ui' PF A 3 go* 0 8 to tC ullding structure. Y.Wction%
.rS ve
Tric(Infor apT-n agp.,p 't?T to,V stAn 8 for P1?t@ III mon jCho
T tn�a'%Y'.." 4, ag rd
, . n no
ses s al Used� %In%,In,.j'm' rropiv %a locat pan.
aL Stp n If
,j,,,:pa%jc!j.iop!,
n., at 0 LUMBERMATE MU'PlaIN Sr y
n ro n t eX:5 a a n. -a as specil a and manu At ad t'Lumbirmate,
a 7o1$r W Z Fn ca
&rl.ct on F31ri.r v a a im of Aloin. anginim.r.o Product..
0:tv a 616A rinc.
or cc) Copyright 0 1993 at?),Inqt�T
'r nus and roofmt1r.6.8.8 w ex, ngs. T f
allies, A ifing
1OMTo overyn., 'L-ut callip Mi!W.210 sciftatJon for Wood Construction
,JG25-MG930222-03 HOUVNANIAN 02-22-1993
HV2268R / H2 DES: EFZ CHKII� TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM- 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 Psi NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 ON MC19 REACTIONS: VERT. NOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B 1 2X4 S.P. #2 ON MC19 1 1631 .0 3 50 IN- ENC31NEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
B2 2X4 S.P. #1 ON MC19 9 1631 0 3:50 IN- UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
W1 2X4 S.P. #2 N MC19 BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WES AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -5954 T1 9-10 2092 81 13- 2 -515 W1 13- 3 -295 W1
2- 3 -5336 T1 10-11 1907 81 13- 4 1140 W1 12- 4 -650 W1
3- 4 -5336 T1 11-12 2940 B1 12- 5 1921 W1 11- 5 -240 W1
4- 5 -3795 T1 12-13 3983 82 11- 6 -426 W1 11- 7 1100 W1
5- 6 -2755 T1 13- 1 5302 B2 10- 7 259 W1 10- 8 -227 W1
6- 7 -2755 T1
7- 8 -2309 T1
8- 9 -2533 TI
31467
SPLICE: 11-10=T305
,PLATE$ 13-12=F2512 STATE 0 Ji
i 1 —5*-5 7*-1'-7 s �pl 4 0 RID
I i -1
51 .8- 47- ' 48.6- '48.6- 5'—g--2 ' 5'—g*-3 41" 44.4"
12 T5050% T 153111 T405Z 12
8 5 —76 7 T1 8 09.8.0,Fps lolls%
T4051 3
4 T405 ---
T507-', I / 5'—1"-6
3 4"-7
T 153�_
>13
L7
i 1 —3 —4 12 11
2 \T408—=l 0 \T405�—
F251215-� F512�— 3.5 IN
4"-7 13 \T408s- BRG
4.75
12
3.5 IN
BRG L 35*-0" 1 '-4-
SCALE: 8*-2"-14 7'-7"-2 6*-3"-5 5'—S'-3 7*—l'-7 412216
1 FT-. 1355" 15'-10" v7.29B
Genarai t9te ass Qt
t j,unl h ry
.jig noj'e
above.Furnish a ga1pb! b:e I d t cc panisate for acttial dead a as with slgqi�bottow chqAs ore suMc,t to horjjonta)
a c n in T, font gaps I nZOnta 8 to via
argi w Ir otbr%
a InoggNer a2l g _%T 'atf A% T. %to[a
tp
.!py and r co 0 sta ing a w acin 64 silior
n Nitl care. o ngt a I ty lease. uc ng are poicate ol It &gn
Z'�2,0 *".-*I olun nqr hasas. I of ano bottom chords a a, ac I
ciu&,Sn
11 to g aliagi;
v k rijg.�QM-ya 'a
V6 trFeW I coriftow hi'.e
r' �Wn'e Casig ra" ,Za i 9'1q M
.g, V " ce
'Vg c nd n I ppnen�ft -.45 n
a ir a jj an ibg I a
a 4 j,mak 0 ire
fooMo s as gn tq tnj as Rver and oongctor 0 r
)A fft 'i
ons -ER " t_n! .1"1 fl t i
,Pape.%nd diT '., 11-a 1171Fn e. (I
esign c1cu ons are 4 0 K is n My so a or r "qyio 07'rP,
ta ej 1�
081 n I r t awt ra
a V..
A compooant t
orall F.hV at%Co,?,nect d (PST-
010 0 8 0 to Mal s own y9,ate sI t 00M.nT afer
a1v opt 'y
nf. dor pgy)a '54
Inte?rqt: Qt*.&'Auydi-ni 0, Ig 0 in
orces 'toi�
I �-!R!6"'Cho
tuo 0 1 t ,
c*n,,jaRtw..,8PP;8pPat? CAM 0
uqgeg 6 a iniancov
T, gRnIrn,10
.tj d n Pon-oorroiWo ft.. be t
t a cal Is a*.tn8.'d t
a0c9moneWoor a a, or all oc f,
ng LUMBERMATE ft.P s as 1spect y Lumbirmate,
- A. w p 0128 M3 Civielon of Alpine gnglnve�ed ProduCt.. InC.
nYP
CoPyr-lght 0 1993 :ft.lnjtft to --ti-n
LR . , A-. ;&TWWn n1pecification for Wood Const_______j
,IG25-MC,030222-091 HOUVNANIAN 2268-1 02-22-1993
HV2268R / HJ2 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
ADDIL VERTICAL DISTRIBUTED LOADS (PSF)
4-5-6-7 117.0581 TO
T1 2A S.P. #2 DN MC19
131 2X4 S.P. #2 DN MC19
W1 2X4 S.P. #2 N MC19 5 -4"-6 4*-5*-1 1
REACTIONS: VERT. HOR. MIN.BRG. 12 T305';;
*Goss 'Foe, -- 3
7 856 0 3.50 IN. 5.6 6 F 6'-4--15
4 1159 0 3.50 IN.
I F/c
TOP AXIAL BOT AXIAL V0. ':f,
<(IG,
MEMBER FORCE LBR MEMBER FORCE LBR
4- 5 -0 81
1- 2 -471 T1
2- 3 -368 T1 5- 6 519 B1 T305;;
6- 7 -0 81
% 2
E OF
WED AXIAL WEB AXIAL j�' *Oex' I D�'
'%" /I ".40R "
MEMBER FORCE LBR MEMBER FORCE LBR 11 GO 0
W1 6- 1 486 W1
7- 1 -637
C
6- 2 -134 W1 5- 2 -197 W1 E D
5- 3 967 W1 4- 3 -908 W1
THE SEAL AFFIXED HERETO INDICATES T305S-
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY FOR THIS
DESIGN ONLY. OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN
THAT 00 NOT BEAR MY SEAL. HAVE
NEITHER BEEN PREPARED BY ME NOR
UNDER MY DIRECT SUPERVISION.
\T 153
TEIOEI�
3.5 IN
BRG
'IT 153j' 7 6 \T�6 .9.49
12
3.5 IN
BRG 0"-12
SCALE: 274216
1 FT-.4074" 5'-4'-5 2*-1"-7 2*-4"-4 v7.29B
Genera)t�Qtej,ynless D�h rm' ic(above.Furnish a me I d it cc ponsato for actual dead toad as with sloW bottow ch)oAs are au ct to hodXontal
a asnZ t1 f -jug7ar ana contractor r In an gelpriont rocin or P acamtnts t4 o mh o a orqes o The
0 1 In w ru W11 'o t R, t
?.0?&a1r appromg a n icallon o c I a wItIn a an 11 lots ing an Isra In )go. olagpno 4 t. lrw.bFjac esift
,&iffiri! a c gp o
r use a a trusso a as gn or
1 0 0 c a n a CV.1rca gn i a atii it or
r a h b td�ion '
rom um agn 1Z 8 t to 8 -1, u re con Icruo og §a 0 h pecif fi)OM
�riata buil a CC) In 0 q rj,Nr n an cars. o net orec a. NO t
P�Vand dijTens on 'al 1. ' �Z,d�y'ye", c n t
V rp oPqIrpatigne.Dasig
no t ont t Aug 4 at IF., F,a%t
I a a so ?'TPI
lat at% onn.ctrd IootIonrL.j
as.ign F aiton a. abr. n ya c n,a
.jcu
r
a ich a at corX t g I a a P rt a as or r1linh,Tru a ul Ion an acin n, rd t aR T
t a t 1 0 A.F
'r th1jun. a 0 ogy Is a a to a u.d,.g true 6 V own y RIat so
in 0 a is I V Sr
rSP 0'1'9 or PI are$ c 1c!PPs,,jCho
TruccanforTaq17 w ap,..�aa .2. '1 a P t I
, . n jMc a Ioca
see a al atrag ...d.puJidinto n po orrojiv? Prh k -
t a at:.be 18:t 1 72n'flitni dt
as spar
�a I LU ERMATE 8: '51�ta P
n ron Moor a j W.11 a r o4 3;r!cc ar Division of Alpine Engineered Products. Inc. and anu act re Y Lu;�birrnat.,
w=uj1ttnCg6*fl ' ?,.1n,
a Copyright C 1993 ."M
a 110 a m END ImAasse !W8JoPn'.&t gn pacification for Wood Construction
.rI
N actimon
.10T.roovaila
G25-MO930222-092 HOUVNANIAN - 2268-1 02-22-1993
HV2268 / FT1 DES: EFI CHK: PCT ANALYSIS
4 —
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 5.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR 0% TRUSS SPACING: 2.00 FT. CENTERS
Tl 4X2 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
Bl 4X2 S.P. #2 DN MC19 10 623 .0 3 50 IN. ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC–
Wl 4X2 S.P. #2 N MC19 7 623 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 0 Tl 7- 8 1048 91 10- 2 -1161 Wl 9- 2 467 Wl
2- 3 -1446 Tl 8- 9 1446 Bll 9- 3 -203 Wl 8- 4 -184 Wl
3- 4 -1446 Tl 9-10 1049 Sl 8- 5 452 Wl 7- 5 -1161 Wl
4- 5 -1446 Tl 10- 1 -106 Wl 7- 6 -102 Wl
5- 6 0 Tl V\JADER
%%v IS S*'8660so `0
2'–B"-4 2'–O"–B 2'-3- 2'–B'--4 %
ID -71867 loom
I T Ad
00 900"'oe
T 153 1" T 3 0 5 T 153 111 T 153111 7`305�– T 153 111
10 \T305�
=T30J5 \T305= \T305�
3.5 IN L,3.5 IN
BRIG BRIG
–7"–B
SCALE: 4'-7"-12 2'–O"–B 494216
1 FT-.5355" v7.29B
Genera)4atej,tinless qth v noia above.Furnish a me *t,*q re It cc pansato for actulail deadi..d sees with slcgj�btottop ch)ofls 4ire su at to hotjIXontal
U
c.0 k _
0 is esign t9 tniIi". 0 ng as or and contrpctor r n I n a anon ingi art irl 6 111 orf fan. no
It gnzonta orqes to T
?.Or&a r a p no v f t 9?1 nlpce with or to I I sta in AgrlVaq g i pgs. is a step web q to esl9t
a *a a. -it cc nd rl a a tw car, use datmage truss toden I tru t,g agrIgn Tor
"y a "Mildir rt _r njj t:lp
tru in jaUffa a I! la
going p
Go. % I i hti
yZi.d�y u &d c age or 9 ttom chords, earings, r -rpi
-vog cl ions al require I ARD. 10.rny''c a to tht 11, 7
a 1020ruaNno t t4 Cc nebtrd�oodI0TnrLs!,e4jFST
561 1. r 1 8 9 con opent. It h a: rT or ni III rues reaction. 71 1 1 or
to a a &Tlgodo a I IQ to a ul ding structure. s s own by !6,jlho
PF S �%Ra
I to Q A i 1 1. a dd 11 ?late s pL treat
argeC a PI a Pdy...a S�Xatan t Wome Spec
tg 'a?T
rul all a indlosad,p�f�ing aT '�y I
aln rion-porropivp a t T
n jr a s ' Sea J a v rl at n. U cal LUMBERMATE T�uss PIMM lsopcZl Siv leAtUtrd ty Lumbirmata,
a tan or 0, ot�laiem of Alpine znql� ar.0 P�00.cts. I.C.
- W 8 l000r
a r 0 .... it -e-?-n 3 P Copyright 0* 1993 8t 1.att.n
ngs a roo trusses Hut iallings. Ak' &!We Vn s%ftnTp.cIfIctIon far Wood Construction
G25-M0930222-093 HOUVNANIAN - 2268-1 02-22-1993
HV2268 / FT1A DES: EFI CHK:h PCT ANALYSIS
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 5.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR 0% TRUSS SPACING: 2.00 FT. CENTERS
T1 4X2 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 4X2 S.P. #2 DN MC19 10 607 0 3 50 IN. RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC-
IN ENGINEERING
W1 4X2 S.P. #2 N MC19 7 607 -0 3:50 UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
W2 2-4X2 S.P. #2 N MC19 BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY ,
DIRECT SUPERVISION.
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 0 T1 7- 8 1014 B1 10- 2 -1123 W1 9- 2 418 W1
E
2- 3 -1370 T1 8- 9 1370 81 9- 3 -184 W1 8- 4 -184 W1 g,.ague,' 1-1
%% IZ�
3- 4 -1370 T1 9-10 1014 B1 8- 5 419 W1 7- 5 -1123 W1 so- Trl *90
4- 5 -1370 T1 10- 1 -105 W1 7- 6 -105 W2 V
5- 6 -0 T1
007 NO 31
2 Al
2 -8"-4 "-El 2'-O"-B
,0.,;0,
L IN
T 153 T`305-� T 153111 T 153 111 7`305-� T305 III
4 5 6
Ll
10 7 \T305m
mT305 \T305- \T305m
L,3.5 IN
3.5 IN
BRG BRG
SCALE: 4'-7"-12 2'-O"-S A'-7"-12 134316
1 FT-.5529" v7.298
a)t tj aogg�bottop
�Qtej,tinless c ry o above.furnish a ire to cc pansato or actLI ead a flulases with el c ch)qjts are su ct to horiXontal
2,albb a b 091 Ti tft
Gener t t9hs c.1 ma�eetro r an a pnent -cin%a w ya egjacamEnts tq a (
or ana congetor or an .o[ orqes to the
ju 7 1 'f
4. u0p zqa� q )a I sta Ing a r9ra I t eyes to
q Ing as I yja. Irw r
gn Ic jon b co orm,111041 w an I a H to c a ob J,. g V VI! 1"o it
?.O?&.01�ap's 08 SnT v f at 9? 1 , t q I
0 IF use T go a truises. uNrl a on tru I a ign r
o'
png�PITUZI 0 qs re v
lig c and
np,
1gcatl3n.. n
TU an I T a n 8 1 d n a sral 1 1.2.'0.'1:d u inq afhl. inT'cut,Nlftow Sao&. o an o om 0 0, anng rye,b a jn&SmJQ1n 1 1 a
IS 0
!by
_,Design 4r t !g.jqq a t
.U
ek1gi nyre vaj a a rom 1 mbe �n to Ujin those acks r r ng, nj,g n 0 two specif t! T�rpi
r'.
sjr, N esch a it corapopent. ff"ggill�e ter a tocr.t�Shne.afhlncg al rue:=Tlilora-an racing al Ste atq Co nectrd -- 0,
I ?a Bpi 1 Uoys
'I jo noard pr at Toom.-A(PST.
Ice u t us .dor p c In
th Ily I Orr cture? t,
or:ttr orces to ul d ng &to 0 0 tal,on as own by gliate s Ig Ir.ac pnz;.;, a or
�hq t ;Ves?� t �qjor%y is at t.�u
""t to a I., to I I
F14 orgtetpl me t spacgiclop Gh
on rropiv lea I
? 19 a oca Mal and 4annuel.12tn8it.1d ty Lumbirmate,
n t WI a 1 0 LUMBERMATE se plate$a.Spec.
Truqses shall ba.mag id ariclosed.p
.�I�n&
,In V
ron o7o8r rXiatr grkb a n. a
ri,actimon N1 C I R3� v n on of Al in. anuinmered Products. rnc.
'Floar P
Z!4W?0,�70fP=w&L%.iQng n4 &T
, , 6 Ing Copyright (0 1993 -Wazt1PnSt?)e1ns1gtinLWpecif!cation for Wood Construction
8 as; angs a roo trusses w out coil a.
N-10VTorsov . t. 00it4-,.1 —
G25-MG930222-094 HOUVNANIAN - 2268-1 02-22-1993
HV2268 / FT2 DES: EFI CHK: PCT ANALYSIS
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= I
TOP CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 5.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR 0% TRUSS SPACING: 2.00 FT. CENTERS
T1 4X2 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 4X2 S.P. #2 DN MC19 9 518 0 3 50 IN- DESIGN OTHER DOC—
N ENGINEERING RESPONSIBILITY FOR THIS ONLY.
W1 4X2 S.P. #2 N MC19 12 1242 -0 3:50 1 UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
W2 2-4X2 S.P. #2 N MC19 BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WES AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR 2x8 STRONGBACK SHOULD BE INSTALLED (5 1/2" DIMENSION VERTICAL)
1- 2 0 T1 9-10 824 B1 13- 2 290 W1 12- 2 -766 W1 ON A MAXIMUM OF 10 FT CENTERS. FASTENED TO A VERTICAL MEMBER
2- 3 928 T1 10-11 944 81 12- 4 -1342 W1 11- 4 772 W1 WITH 3-16CJ NAILS. BUILT WITH MINIMUM 14 FOOT LUMBER AND LAPPED
3- 4 928 T1 11-12 286 81 11- 5 -324 W1 10- 6 -76 W1 2 FEET AT THEIR ENDS.
4- 5 -944 T1 12-13 -262 B1 10- 7 138 W1 9- 7 -912 W1
5- 6 -944 T1 13- 1 -105 W1 9- 8 -97 W1 R
6- 7 -944 T1 12- 3 -249 W2
7- 8 -0 TI IF
2'—B'-4 2'—l"—B 2*—B"-12 1 *-11"-12 2*—O"—B 2'-2"—B 2'—B'-4 jqj 31867
STATE OF
%4 OR 10
T *,a 0 , %
",,,OED
T 153 111 T305111 T 153 111 T`305_�
T 15301 T 153 111
T305_�
T305S
1 4
T305J13 12 \T307� 10
\T 3 0 5 T305S \T 3 0 5
'13.5 IN E3.5 IN
BRIG BRIG
4'-8-
SCALE: 4'-9"-12 1 4'-6"—S 2'-0"-8 4'-10"-12 364316
1 FT-.4542" v7.29B
Goner tjnl cghsry no
gaip t me a I d to cogipansato for actial dead load flulssea with a bottop chofle ore su ct to hor[Xontal
b! ctr
1, S1,an go t
rm,lpce wmn q lie a or tc a Ing an, ate g:c
U' wu" c it 6"It r
f.s a acamEnts'09V r ans jr o nzopta orres to the
4n Ipnan a o
0 is ealgr eagoar ano contrp or q - a
o r
OM u0p cc an bg
al,t Ing led,above.Furnish
&
?o a r approyal an inflection o t b% Ing rm
o rl t b I cc ovvj)er,l qjgp*13n,,Design an MriL a a a a. uc F1 n JRN 0.f
�an=c 7vt w care. o nFox r"5 r
01. in Is.
P In ril og Ir t% �anj gottom.chord:. so nQT;, rye gacin&)an r)st
WMI&TISM. ho u 13h isag , v 0 ajA
a t
a T,80 Ulu, k rusfea$90L d to the
I ekign I Trm .9 ,
8�8 �*17
Int Zi �Rll t r IV,
sac. g In
IF E-Tionsner:iIs aag a Fantig, t.ot 07-rpi
t!ora, ning,., 10,cc uo sg
P
or, 2or rj
a Irn c a ter.
orc.
t.nV.0.%y..'* orces To ans;erred to 11YU111d ng structure. Y 9111 t Irecti(
n1rorrgootwit ap; I Cho
r icapop!6"
Its
T-CqC'a a 9 a a xog In din Me. loca
I .. Tt in gr.cl. Iat lat%Co,,r I opox
ou 1 4 r
61cr:ttru. y of . , r
K% an Is t rLs!,-Aj(? T
Is aVol
a into thq ul In y wn in ;S
Is. r
.rS 'tj
In Me n. a u 41 sig Lumbinnate,
a r1.-ctn.mnq6r�— - tg,;-F',core-
t 18 fall"IT, LUMBERMATE Prhall be at P1?r"
0�w�ad tas as speoll Y
VII 3D .=r exqoad Division of Alpine Engineered Products. Inc. 8 F
8 0 0 Ao6u1rt1%2111r;s. Copyright (o 1993
tj
rmT.r'.va angs aWroo trusses wha &!WationlaattlenslgtftnTpacification for Wood Construction
G25-MO930222-095 HOUVNANIAN - 2268-1 02-22-1993
HV2268 / FT3 DES: EFI CHK A( PCT ANALYSIS
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= I
TOP CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 5.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR 0% TRUSS SPACING: 2.00 FT. CENTERS
T1 4X2 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN.BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 4X2 S.P. #2 DN MC19 14 880 0 3 50 IN* ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 4X2 S.P. #2 N MC19 9 880 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR 2x6 STRONGBACK SHOULD BE INSTALLED (5 1/2" DIMENSION VERTICAL)
1- 2 -0 T1 9-10 1591 81 14- 2 -1762 W1 13- 2 1069 W1
2- 3 -2553 T1 10-11 2881 B1 13- 3 -211 W1 13- 4 -386 W1 ON A MAXIMUM OF 10 FT CENTERS. FASTENED TO A VERTICAL MEMBER
3- 4 -2553 T1 11-12 2881 81 12- 4 8 W1 11- 5 8 W1 WITH 3-16d NAILS. BUILT WITH MINIMUM 14 FOOT LUMBER AND LAPPED
4- 5 -2a8l T1 12-13 2881 81 10- 5 -386 W1 10- 6 -211 W1 2 FEET AT THEIR ENDS.
5- 6 -2553 Ti 13-14 1591 81 10- 7 1069 W1 9- 7 -1762 W1
6- 7 -2553 T1 14- 1 -102 W1 9- 8 -102 W1
- 8 0 T1 64
7 10
T1 *00 100
ER
16'-3"—B
2% 0
2'—B'-4 2'-6- 1 '-11"-4 2*—O"—B 1*-11"-4 2'-6- 2*—B —4
Ivo 31
sr, t
dR I D 11,
T 153 T 153 11, 7`305Z T307_�
T 153 111 7`15301
2 4
7`307_� \3 T305_�
�7`305 14 13 \7`307�— 12 \T15311, 11 \TI53111 10 \T,307m Ix 305m
T
3.5 IN L,3.5 IN
BRIG BRIG
16'-3"-8
SCALE: 5'-2'-4 2*—O"—B 1 1*-11"-4 5*-2"-4 1 034416
1 FT-.4542" i I v7.29B
Genera)t be me
Mai,unle h ack above.Furnish a Ired to coropansate for actLial dead toad sses with sloW btottop cho uftt to horigontal
ur )f1s ore r
4 t U,
t I tj r in and
It �gq$ no or and conitrActor a 10 T anent cin%ar&, I.I c. nt..to, or an.jr
r. nzoirita orqes to the
0 "s b gacing pq to resift
an mification o OCSO a In s a ing an raq g TEO Ono of late we t
uc
ST Design aqnudT.a%n'a t care. ript areel gr use as i'a trusses. no are Ip cated on I a t g esign or
Ro r b acinAgruJil a .7
gcrge I W. '!
�rd I IQ
a ro c 'r-t�e
�,Pap4o PaM gUhT it a c
u' 0 q 'q1TFn.tIin" gu t I n ingtalfl ti TPI
ti 1,�r ew y ui cu rt sses. o an ottom.c o s agnpligalTrrIgh r t to t
as c u a 116 0
,as.ign ca cuis,ons are 4v iabe rom umbeqn,11,TOM. c 'J. two gy acks or Yr ing,reg -a' a I Spec Wj ff�
tire conYinuoys
tar
esi n Is or a tru 9, at cc opent. 0.a 8 Ing or rfins) TrIuss rea tion and bracing etqI atq Cc nact?d o $!.a (PST-
Into r to into ttm .1. rre UK building structure. s showr I in% r
91,0j'o 1. 5 to. I oy Fate a it directic
sly t I 'no t Spec,icalicips Cho4j
I M r a PTi so
c no a a MAJayppip Stan a a
I r TR� '�7t P1 N*pa n.1 1. :(y,
0. s:5 n enclosed,pt 7n, 9
as a c rn- orroilvo [ices fh.1.1 be oca 081 t
a ag LUMBERMATE russ P at. as speoilie and manu act y Lumbirmate,
n r tMi a a?v at vitnical
,%u
c ail
a I tion or I rpn w pa oes w Is P3 oivi.ion of Alpin. Engin.mr.a Products. inc.
_r for
0 sse ZL4�aiApw itti ceding
v a roolrusses ngs. Copyright 0 1993 a aft'on tintt?
I Oro 6 no trusses without Celli 19i!WatlPna slo pacification for Wood Con!!��
G25-M&30222-096 HOUVNANIAN - 2268-1 02-22-1993
HV2268 / FT4 DES: EFI CHK:I PCT ANALYSIS
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 5.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR 0% TRUSS SPACING: 2.00 FT. CENTERS
T1 4X2 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
81 4X2 S.P. #2 DN MC19 10 587 0 3 56 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 4X2 S.P. #2 N MC19 7 587 -0 3:50 IN- UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -0 T1 7- 8 971 81 10- 2 -1075 W1 9- 2 368 W1 ,%IIIIIII is slip"
2- 3 -1275 T1 8- 9 1275 B1 9- 3 -173 W1 8- 4 -173 611 0
3- 4 -1275 T1 9-10 971 BI 8- 5 368 W1 7- 5 -1075 W1 0. DEP,
4- 5 -1275 T1 10- 1 -106 W1 7- 6 -106 W1 0,
5- 6 -0 T1 "/
2'-8'-4 1 —9'-4 2'—O"—B 1 '—g'-4 2'—B"-4
rA-
B SrA
OF Jb
"se
T 153 111 T 3 0 5 T 153 111 T 153 111 7`305_� T 153 111
2 3 4 \5 6
Ll
10
_T305 \T305 \T305� 305�
\T
3.5 IN L,3.5 IN
BRIG BRIG
SCALE: 4'-5"—S 2 1_O"_8 4'-5"-8 304416
1 FT-.6752* v7.29B
General,.
�Qlej,ynlas gh" no me eje Ired to cc pansate for act al dead load a 8 with I I bottop Cho a ore su ct to ho onto[
I t u,n
Ing
0 is asigr r and contrpator Clio r i I garmprIani w ae;8.mfnt:.0
toA.or gna� 0 -or a
" oyl.. jr.
My air a r 197.0131F ith a or to 4 6g stalling si a pgs. o b%a.rtga OM188*toto fasim
I R,
I ajagpnt
a
uc
no owms Q no n a tw cars. o n9t 'Itrueses. Inj are ica a en t a jTjq !slp as gn or
r t I
�m'jl njRsNM,. c n o tqr as a. Ioj?'_.n%9ottom.chord o'r Sri ins a a
a are 4vpi abr.7rom ?..A o to ifi tl OTYPI
"a r, rH Design a _' It v
r, tppTy V�l
an
,i t iect above.Fumish a
h Ificatjon o 8.90
Va. 1.
P. Xmbe as I gy c a or,r1run re glore con igruoyag a the ape
a sj,re B -- C�700 �.FST-
ON I go a sly Stat�Ian ato at%Co?necte i 'nrusse
ete�
0
cult 0 0� ,4 or
n7,p i�a tji 0 t rUTuAd ng structure. pt s shown y &to al irection
I at
. n is 9 r to X17tj I(� * ""E d n to *to A ame spec ic
n q ulation r r aTt n acin --R
c
I r A9. 8 8 an a a 'to
n-In
c I'l app Is §a' t jCho
r
tu'vaas III ='Usaj n enclosed ne I I ri n..Te 10.1jr 9 10M6,
Qfnj�'
I . In
qtl a Won. . '1, 0" 1828red t-Lumbirmate,
Pf
at. PeC :t
n ronme7ollronh LUMBERMATE as a an act y
riection i�u,RAIWI'Svrr -1 .-.�. .... ........ .n...
=INA ica I I ny a p ri lui
a a vs, 0�jw - TWastlopn1af 7).1n acification for Wood ConstE2���
NiOgArso a angs. roof trusses without ceilings. Copyright (0' 1993
1325-M11930222-097 HOUVNANIAN - 2268-1 02-22-1993
HV2268 / FT5 DES: EFI CHK:01 PCT ANALYSIS
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 5.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR 0% TRUSS SPACING: 2.00 FT. CENTERS
T1 4X2 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN BRG. THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 4X2 S.P. #2 DN MC19 14 734 0 3 56 IN. ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 4X2 S.P. #2 N MC19 9 734 0 3:50 IN- UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LEIR MEMBER FORCE LBR
1- 2 -0 T1 9-10 1284 81 14- 2 -1421 W1 13- 2 572 W1 2x6 STRONGBACK SHOULD BE INSTALLED (5 1/2' DIMENSION VERTICAL)
2- 3 -1732 T1 10-11 1732 B1 13- 3 -315 W1 12- 3 338 W1 ON A MAXIMUM OF 10 FT CENTERS. FASTENED TO A VERTICAL MEMBER
3- 4 -2000 T1 11-12 2000 61 12- 4 -195 W1 11- 5 -195 W1 WITH 3-18d NAILS. BUILT WITH MINIMUM 1A FOOT LUMBER AND LAPPED
4- 5 -2000 T1 12-13 1732 81 11- 6 338 W1 10- 6 -315 W1 2 FEET AT THEIR ENDS.
5- 6 -2000 T1 13-14 1284 81 10- 7 572 W1 9- 7 -1421 W1
6- 7 -1732 T1 14- 1 -106 W1 9- 8 -106 W1
7- 8 0 T1
�\iADEk yr N,
xk .......
13*-7"-12
oe,
2'-8'-4 1 *-5"-5 1 '-7--1 2'-0"-8 1'-7"-1 I'—B"-5 2 —8 t
NO
:;0T S
ER
T 15301 T305--- T 15301 T305�
T`3015_� T 153 111 T305� T 15314
2 3 4 5 6 7
14 13 12 11 10 9 L2Sj
T305/ \T305� T305 \T3O5_— \T305 T305=
3.5 IN \�
3.5 IN
EIRG BRG
13*-7"-12
SCALE: 4'-2"—g 1 '-7"—1 2*—O"—B 1 '-7--1 4*-2"—g 534415
1 FT-.5422" v7.29B
General,t a :o corvpansa
�Qtaj,unless tc9h!Mjg n act above.furnish a tr me ite for actqal daad�bad [,Ussos with sigg?bottop chofrts ore ou ct to hoo;Eontal
be ctre r d t
9,air 0
t r npnontl a o n.;prw*
t 0 ja�'
0 is asign 9 q ul Ing asi arancicontfactor a r In and Xarr C nzo to orgas to the
U'To
v A icallon co orm.1lice wmn g I T. r to an Wag I stalling an( a pgs. oja�p g gq o I
anic as tot r
a no, esflgn
oj t
ow;
'r a I A, In 10 stl ,Design an tw cars. Do t erect pr use aLmage tru sees. gk 1,camEnts C 8 0yj:'
OP&, f t R? c'�%,a'F n to bg u
fo a H a tppPuyl no I Nr. H, .r cr
0,*,d�X'C0119F STsig r o b,in I a truji
P P g uc a t
in. rj n 0 qr sees. oy ano bottom choras
,4�.and diTens one ail =nnies a c,ui�,j t
m no u n In 'a a
t
as gn g1cu ions ai be ose ggy acks or rring,require conTguo rus .17F.'rier, t -f- TPi
or, fo rif t.M.s'pec I T
ra�ln
Irn r c Saco to al GtV at%Co?,,nect?4-�7o�.0s�o.,...4(?ST-
a
'a Ir r gru h, ior)ant. MI�e )Ing a A
Iva,a ON 9 a Ing or rushreaction an rac and a rd
I.� orc. .I te r' or
onto th s�uz.gn PtWeii1edlild a
Into rSP is orces 8. a a a e to ng ructure. ate o irection=-. a
J�a ygaeop
0. 0M. arotalton so own
'It st.nV.
n or oqT to I t i % i or We pli spa Ica. a _Cho
.Tag v I ap,
, a *,tyr*j n I lice C a
Truce, I. o..d PL PIT�,Fn, I I - , me
Be u ne non-porrop vp I t9
ny,,.ro v gl ation. I 1puss birmate,
M' gr a c ITM - 'A ocetil.1t, sat'U'd y
c I. LUMBERMATE pl=be- p...
Mon or Ioes not 0: glor Diviolon of A201n. znoin-so Product.
t a,f Ki4alwoopposee, Inc. 8 in tit
TV" a . 0 t' _MM17:iI1r;s. Copyright (0 1993 att,
..- angs aU roo trusses w &!WatlPna sIgniVpecification for Wood Construction
G25-MO930222-098 HOUVNANIAN - 2268-1 02-22-1993
HV2268 / FT6 DES: EFI CHK 0 PCT ANALYSIS
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 5.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR 0% TRUSS SPACING: 2.00 FT. CENTERS
TI 4X2 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIR BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
BI 4X2 S.P. #2 DR MC19 14 744 0 3 56 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC-
W1 4X2 S.P. #2 N MC19 9 744 0 3:50 IN- UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WES AXIAL WES AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -0 TI 9-10 1308 81 14- 2 -1448 W1 13- 2 750 W1 2xS STRONGBACK SHOULD BE INSTALLED (5 1/2" DIMENSION VERTICAL)
2- 3 -1983 T1 10-11 2049 81 13- 3 -147 W1 13- 4 -131 W1 ON A MAXIMUM OF 10 FT CENTERS, FASTENED TO A VERTICAL MEMBER
3- 4 -1983 T1 11-12 2049 81 12- 4 -20 W1 11- 5 -20 W1 WITH 3-16d NAILS, BUILT WITH MINIMUM 14 FOOT LUMBER AND LAPPED
4- 5 -2049 T1 12-13 2048 B1 10- 5 -131 W1 10- 6 147 W1 2 FEET AT THEIR ENDS.
5- 6 -1983 T1 13-14 1308 B1 10- 7 750 W1 9- 7 -1448 W1 %% \.\JAB ER S-,r N,
6- 7 -1983 T1 14- 1 -101 W1 9- 8 -101 W1
7- 8 -0 T1 ;��
f I FIZ:
2--a'-4 2*-S" 8.3" 2*-O"-B B.3" 21-6" 21-8"-4
IVO 318V
s r -E
A7
.1A
T 15311, T 153 111 T305�- T305_�
T305a T153111 T1531'I
2 __\4 — \6
T305�- 73
r I
r
T305 14 13 1 T 15:3 111 11 10 \T305Z' \T305---
3.5 IN T305�- T1531" L,3.5 IN
BRG BRG
SCALE: 5*-2"-4 18.3'1 2._*-0"-8 - 18.3-, 5*-2"-4 204515
1 FT-.5357" v7.298
General,�Qtgji,tinless qth� no a� bove.Fumlsh a b b I d to cgigpensate for actial dead ad itsee wit �l bottor ct to horl
.7 clIs ore su Xontal
0 is asign tq tn 0 r and contfActor pplgyj g'*,Tpn*n1 r n a a Iq a0gs )I nzopta
?004 a r y i=on o re I n C Aul Ror
uies to tne
ul Ing JOB i 0 rmIrtce with a a a Ing W a %g 'Eel '11,pn to 1gcIngCeqF,', to 8817't
V go
C 0 r
I Io
appIT a 'to b
a
Z�
n arecl ru eynp,o,
t
t
.IT
L',A,and F ad Lys V I n K care. o npt n go om c o 8.
gWfpat�ns Desig B9, 8 a a trill, are icatoden t
W 1"Ul.in'UN',N h tru
agip ?
ipape.%"W'di 'e'nsion'soli-6,111 0. or IG 0 tiq
s a qaWn MwS C.drigi, 'or 0 'r insta a
esw,,n Ivor a trusl v i a it Do in or ro- tiz m- at to the spe
3dog Is orcAs a a an:erred t.P1q'TUjft- v at%comact I 3V a (PST-
.1 0 0'
fp
so
IT I Qr "M ro Ir re U Co rus 11
I a
esjgn.calcu ations are i J a a rom rn No 'C
11�e r jai�� 0 o ss' on 9 1 0
or)ente tons .1 'to
a s a own y at. irembn STOr
a
PT st sW iat I
2rrji. TICIT!611 0
Truipsesshallbe sginericlosedfiRn,"? rro'IV '17 17f*pa%t,1:Pnj't96 t'Lumbirmate,
h
sT tal
t qu, argi ation.Eli Car LUMBERMATE .1 b isit P
n a ftc.evpPa a:'sopcoc so and manu act re
jFp Ipp% 1.oeswnRLErffi3 Division of Alpine Engineered Products. inc.
grEnomn-no-rF ex or y
.irp�
in pf -iQht (0 1993
IMT.Or"08181. an roo trusses w ut 'e'lllri C013yr T P
,. t' t Ngi TITcMonlaa�tlons*igtintuiepecification for Wood Construction
iG25-MC930222-099 HOUIVNANIAN - 2268-1 02-22-1993
HV2268 / FT7 DES: EFI CHK-. PCT ANALYSIS
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 10.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 5.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 55.00 PSF
LOAD DURATION FACTOR 0% TRUSS SPACING: 2.00 FT. CENTERS
T1 4X2 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN BRG. THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 4X2 S.P. #2 DN MC19 7 161 0 3 56 IN, ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 4X2 S.P. #2 N MC19 6 372 -0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
W2 2-4X2 S.P. #2 N MC19 BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
DIRECT SUPERVISION. Jeff##,,,
TOP AXIAL SOT AXIAL WEB AXIAL WEB AXIAL -V Of'OF
MEMBER FORCE LBR MEMBER FORCE LSR MEMBER FORCE LBR MEMBER FORCE LBIZ A
%*-.. f,
..%,
1- 2 -0 T1 5- 6 0 B1 7- 2 -136 W1 6- 2 -206 W1 %' '4'
2- 3 57 T 1 6- 7 112 B1 6- 4 -76 W1 7- 1 -70 W1
3- 4 57 T1 5- 4 -2 W1 6- 3 -169 W2
5*-1"-12 NO 31867
11-10"-10 l '—B"-14 l '-5"-4
S STATE OF
T 153 01 7`305�— T30514 T3 000
\2 \3 D E
XLJ
\ 307—� T15
T
3.5 IN 3 5 IN
BRG B�G
5'—l*-12
SCALE: 3'-7'—B 484516
I FT-1 .43B" v7.29B
Genera)t ack above.furnish a t me
Me&Linlass tcgh%�fjp n g.agbe Ir d to co rus8as with glgo83�bottop cho ct to hori ontal
4c cc t r1pe rre ,
t 0 wpansate for actt4al dead toad
Ve ore 91
0 is asign 9 q, uit ing 051 ar ano contrpctor Ing,.an ger ca, isp(acarritnts q o an.jr gn7..nta or
uges to t a
eidraa y and v n ica on a 0 b racing I loresift
MOM 1 97, q a ar to .Tpnent�rgr
tpPLo i C. OrMIPCO W[En u an 1r6g sta ing ani 1 3 atera we pq
ugyg c.j Foa n it o n?,t arec)gr use a I Nri
In ow e ns, Design an a ft w care. C �'ssa. 'Pon the lt�ujj d*llpn on Tor
�Z nima tru b as
n "t,9
ey� ev fh,r on cut n or o an ottom c o 8 aannglk,gj rpe, a?n&,Sn in ta a
�,Pap4oland diTansions A�y tu'1;1NFrajti3 II tj myl�lt .
J, cu jin t qr t sees. r4 a 0 'rPi
t g
ekign,cVcu attions are�4vai ab a ram umbe la, tar . ose ig y acke or I? ning,requIre conilnuoys ii( li,
t.Int. qrt ru 11 gn 0 a sp-j-,W�o--
s'%
h a it corrApopent. AZ31 a a 8 in or p9ine) rue:react on ana bracing atq Connect d o T�
orc. N � t I
as
th', a an.errs to Adl flraction eSr T
'c a SEE no tructure. tl�Xata 5a
Ife late a c
argial,ion Istsholwn by g
TltalnVaoAe I a t Vora a e.f speci Ical. s Chor
ng n po orrop v ra,n 1 9
[at:$ a ca . an Itt
Truss P 2 specilieg anY anu act3red ty Lumbirmate.
c 'tp
lfrattyW4N lar LUMBERMATE
or
oetlection for ri ,&pn6w 1pad doe'swk F-3ric oivision of Alpine Engineered Prodwete. Inc.
2 (
or roc trussai h%ailings n
a eiiii ange and root trusses hout call no$. Copyright (o 1993
w �gi!W.,tj0P at?)Inq
U10(VTorsov asig'nMpticif icartion for Wood Construction
G25-M6936222-088 HOUVNANIAN 2268-1 02-22-1993
HV2268R / H7 DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
Tl 2X4 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN.BRG- THE SEAL. AFFIXED HERETO 114DICATES ACCEPTANCE OF PROFESSIONAL.
Bl 2X4 S.P. #2 DN MC19 1 1173 0 3 50 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
Wl 2X4 S.P. #2 N MC19 6 1173 0 3:50 IN- UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LER MEMBER FORCE LBR
1- 2 -1592 Tl 6- 7 1288 Sl 8- 2 -327 Wl 8- 3 344 Wl EXI — lx4 CONTINUOUS LATERAL BRACING ATTACHED WITH 2-10d NAILS
2- 3 -1268 Tl 7- 8 1050 Bl 7- 3 -22 Wl 7- 4 339 Wl IS REQUIRED AS SHOWN TO HOLD DESIGN LOAD.
3- 4 -1036 Tl 8- 1 1318 81 7- 5 -307 Wl OR A
4- 5 -1262 Tl T- T—BRACE MUST BE CONTINUOUS 1 x 4 LUMBER EXTENDING TO WITHIN
5- 6 -1570 Tl 8 INCHES OF EACH END OF THE WEB AND FASTENERS WITH 10d NAILS
16 INCHES ON CENTER.
SPLICE: 8- 7=T305
PLATES
10*-1"-7 5'—B'-5 9'-7'-4
5*-3"-3 4*-10"-4 4'-9"-10 4'—g"-10 4u
12 12
I F/ 'IZ
a F_ T405Sr 7`405,Z�
3 4
STATE OF J
0 RlDt'ee
%
T153��' T 153 441
5
7'-1'-7 7'—l"-7
T305_� F2512111
4"-7
E3
a \T305� 7 \T308— 2xB WEDGE
�13.5 IN 1,3.5 IN
BRO BRG
25'-3"
SCALE: 10*-1"-7 5'-6"-5 9'-7"-4 1 154116
1 FT-.2453" v7.29B
Genera)�Qloj, ,nlas no*jIg noigl above.furnish a Ja@b—me be I d t cc pensate for actLial dead ad sees with al bottor ct to horiXontal
anW
cho
Vs gre qu��
t a c ctrc- r In ru, SOW,
c
tegn 4$ esigar an contrActor q arruprient 9rdein w a acorntrits to or gn. rw zonta orqes to the
,q,u Mr. a,or to a ing an raj&90 ceb ng pq
ani
an
c
?00?&o u no cc t :1 tn
a n vi nfIcatjon o- 0 wit .I S Hag I �a 0 anl M,
c
a
�np I n,,tp re
t a�rl'
TT co v euc, R9 a L.01 raet. gt etru :c
'A'tPfbD3, 4 . , .t Fj .1
Vg cc a, ns Design n Wt care.wo not are t or u
4 1 ndowj:d`L- q so a a t Voss. I t
a one a a y ul in o a qr tr seeks. 10?ar4 bottom c 8 at pa"ti t
3v%l .
1180 r jnjj
'to y U, 'tI3
P di I- End li*0 VyPI
.e.Is'n
eklon cicu one are in Er T.m b4 .1. t ose v thgiggy ac s or r4piril,requ Ln 1 0
P @ge a F d -Aj(?ST-
or .1 5 or
orces 11 ate orle rTs!
n I
%111-� n t'IFIN, Il �.ha.af or peln, rue react Cao gruaocying �lr Standard fpr TeV 0
le a it cc g I rectl
r
0 4, 1 V PlatlCoTnabtl
I' ?nrto;t&q' ni Rd to 5ld no structure. s s own at r, (in
'It t4
10 a .!S D�
0 7 to
"In r
to to wjuVil
,Tag4V, applgp�a'tl
Ed . i
ti�ki#r
exag in onc; sad MI n pon
seas 8 Tn I I alit Prie PlXam
Nles.:1.0pe.a.A.9tand X.annue.828t'd t Lu
ro It LUMBERMATE so p !i� r. y mbirmate,
nrlectniomno7osro't t8nXw7p2'9, u Atirglorar ..... ....u.,., "n..
108,n, *411.
I tTssas, mas,w
M - sea w h-out dell g.. 4, INDli!Wa$Jopnl:ftionsVgintui?pacification for Wood Coni;L_��
or ova angs a WK. Copyright (0 1993
G25-MO930222-089 HOUVNANIAN 2268-1 02-22-1993
HV2268R / H8 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
ADDIL VERTICAL DISTRIBUTED LOADS (PSF) THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
7-8-9-1 55 ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
T 1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN BRG. BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
BI 2X8 S.P. #1 DN MC19 1 2546 -0 3 56 IN- DIRECT SUPERVISION.
W1 2X4 S.P. #2 N MC19 7 2546 0 3:50 IN.
TOP AXIAL BOT AXIAL WES AXIAL WES AXIAL
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -3367 T1 7- 8 2707 81 9- 2 -260 W1 9- 3 1431 W1 DER
2- 3 -3111 T1 8- 9 2698 81 9- 4 -190 W1 8- 4 -282 W1
3- 4 -2572 T1 9- 1 2783 81 8- 5 1451 W1 8- 6 -240 W1 4,
4- 5 -2509 T1
5- 6 -3069 T1
-6 7
-3311 T1
SPLICE: 9- B=T505
PLATES ';o al o-'
ire
8'—1 —7 7'—7"—4
4'-3"-3 3'-10'-4 4 '—g'-3 4'—g'-2 3'-9"-10 3'-9 10
12 12 ED 0A.1%wo,
8.01 F_ F412\11 7`305_� F4121'/ a
3 4 5
T 153:�' T 153
2
=T 07
5'—g"-7 - 5*-9"-7
T505111
4"-7 8"-10
_CD
\T508� 2x4 WEDGE
,13.5 IN \T508= 3.5 IN
1 '-4 BRG 25'-3" BRG
SCALE: 8'-1"-7 9*-6"-5 7'-7"-4 404115
1 FT-.2294" v7.29B
Genera)t
�Qlej, ,nle c4l o E me be Ire to coMponsate for actial dead Oad Iru ses witq slcg8�botto�cho a ore suRct to ho!9ontal
M
.15v
.4 1 b.,.,J.rni.h
0 Is asigr asigger a contractor p r a is Lacerrion a a or 111 Agopta orres to a
S T,
c TOM in or t a I I eta jing si an 'Irw*.b ac nq req to
OPtv air approvIl a nficatjon o 0 jpnonl 8 oy,lat.
fo h t In o,,,v'J'.. a t I resi9t
e n an a w c Rrec) a j"aLrolePcnale en I at- 41 ',Ipn b, as gn Tor
o qr 11. 1.6 a
an J,g=g WA f,a*c'f&, nt o t'ri tI9 OPLU'rPi
c nI r Bottom chords. ag nAl eta
s are 4vpi a a Tom d"S' so s or r ing,.ro To con u 0
'P 0 1;'all H 0 nj
: "c Desig To 0 trusses. �ac Rn t�a
nbIl
Fa �1.1 a q 11�4n igaff V o
4, ar
tion an ta
sewnts grta t sch a q cc opent."HEIN"" Sta. rd to atq Cc IOST-
is
g 'a
n c culation a is -%I-
00' "T
8 tulilding structure. a shown by action War
it c gs a. gAn a g a 0 P TV..t a so I to 0 it,
I =.0,%y k.ra
PT: t an .* to. . . I :gic!jio
Trusses shall be gal iri e4closed n s jn pq - orro iv asstAra %M P me, ps.,P3
LUMBERMATE MUMAIRepan
n ron, a t I I at n, alcul ca 19c Plat:,as " is and manutalaacptnircted ty-L.-mbirmata,
' "�'MY, R,F" so
m'766rilffvlor-1.08orr en%Uw a 0
.yj%ct on oes n excoa r oivision of Alpine EngineeP.d Proouetm. IMC.
,,o P�Ki see w c s a
ljjTs.es or ru ...w elin s n Copyright (0 1993 TNUE;YRatVaUglPeeffivation for Wood Consja!2��
or ; n,3. 0 1 MIN91
LY a0m. Ut Ut 4.
"o-mQZ30222-090 HOUVNANZAN 2268-1
'12268R / HjI
02-22-1993
Top CHORD LIVE LOAD DES: EFI CHK. TPI ANALySZS
TOP CHORD DEAD LOAD 7.00 PSF
SOT CHORD DEAD LOAD 30-00 PSF LM PLATE SERIES.
TOTAL UNIFORM LOAD 10-00 PSF 2
LOAD FT 20GA 219 PSI 6RO LDVM- I
DURATION FACTOR 47.0o PSF OGA (ALPINE HS SS
33% 1 164 PSI NET
ADDIL VERTICAL DISTRIBUTED LOADS (PSF)TRUSS
5-6-7-8 SPACING: 2.00 FT. CENTERS
117.0581 to
T1 2X4 S.P. *2 on MC19
81 2A S P. #2 DN MC19
WI 2X4 S:P. *2 N MC19
REACTIONS:
7 VERT. HOR.
5 1005 MIN-SRG.
Iola 0 4 94 IN.
0 1:50 IN. 12-7.-7 10.-1
Top4*-1--5 1 --------------- ------
AXIAL 5. -------------
MEMBER FORCE LSR MEBOT AXIAL
1- 2 -24 Tj 5!96ER FORCE LBR
2- 3 598 91
3- 4 -660 TI 6- 7
64 19 BI
8 0 BI
f I FIC 0%
WES AXIAL a
WES Nc Nt
MEMBER FORCE LSR AXIAL 'o-c's ;0,, T1530i
2 G -1A ,
7- MEMBER FORCE LSR S
a
6- 4 '764 WI 6- 2 625 WI
5- 3 505 WI 5- 3
7- 1 116 Wl 8. 1 816 wl 10 14
23 WI -25 , WI
THE a OF J- T305-��
ACCEP SEAL AFF.
TANCE �XEO HERE
F 0*0 a
ENGINEERING 0 P.D., .'TO INDICATES
DESIGN ONLY RESPONSIBrSSIONAL
MAY LITy FOR THIS
OTHER DOC
THAT BE INCLUDED WITH UMENTS WHICH
NEITHERO NOT BEAR My THIS T305-5:
UNDER BEEN DESIGN
PREPARED SEAL, HAVE
My DIRECT SUJIERvey ME NOR T305Sr
ISION,
)IiIIJ53 7 �T305Z 6
4-94 IN T3051j,
SCALE: BRG
1 FT-.4217- -10--10 1 5 IN
G nera BliG lod,
0 0 a
0 is
air a a T, Muflop r, 1 .-7- 9*-10.
Ing I 1 1
Go Ban 9 co aton 6Y`c`N8F08Und 61
0 a I'Ve Fna, 12
91 a own. 0 ThrIctor qc,, 0.
681 71 . itle no Design qU re c - I.- J-P nsate for
ca u are re ade�jy'V; ar)
Is LljjFr11Cv rs red to co
81 - rftj4,a;;�'
c t , 7jicn x9t -,io --1--ji'1gq%mj,q&j a I a actLial ds d
c C; ad
are ugg Kifilling,and"OGW,Or& 05421
one g P-r&o da., botto V7.29E,
M W-1 . 6
In I c-- 0 849 iV;�ycllaza T I J11C wt or UssOs with sl
99,10MI," 9;tuto%�.jtj
IV or r --
ligii,9yAf0nr6w)hvj1%atioii.,% "upot orro� no a'NIVY acks o;ry, ,Cn Cttoh
a, sees, ann a
ge au
Uo a q.. . UP late 1019s 9"zr-G.Au. o"Cal
'o at
r o arel ob rqes t3119
I,%$w: ex a section.60Y aanni n t a tru a clng gjq.,
angs a rug g 'oor t'PtX- 11 Xg-g--'require IV 0 �2'W
UZI c I jj Fa -
W not or strwture racing rusilNQ? orpe�Ilg n
truste I �to anitt
alpS-ndi�e "6 at to t,%.
.t t gn or
at 0 d fr., CO a specl Ot or
'I
RMA T'E to M at nrVtatlon aozit nectrdy'ri-pto rPl
A j BIP
lf46ut call ngs. LUMBE to- BOO
( 0-d
Co Grp to P1 , 'rug
a ca ., . raction ST
i-O Platev or)a
I P io
C;0 Yrl ht a ocs .1t.,61 jWj'l;rjOWIc�j or
Or
S . -6
nu actyrued t �Iqx
I tit Y LuZirmat,,
on 1 $1 n Pacifica:on for w—,--
02-22-1993
HV2268R / H3 DES: EFI CHK: TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDV14= I
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
81 2X4 S.P. #2 DN MC19 1 1631 0 3 56 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY, OTHER DOC-
W1 2X4 S.P. #2 N MC19 9 1631 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LSR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -5957 T1 9-10 2055 81 14- 2 -288 W1 14- 3 876 611
2- 3 -5788 T1 10-11 1763 81 13- 3 -476 W1 13- 4 938 W1
3- 4 -4779 TI 11-12 2294 81 12- 4 -660 W1 12- 5 2197 W1 10*0
4- 5 -3M T1 12-13 3729 B1 11- 5 -268 W1 11- 6 -278 W1
5- 6 -2154 T1 13-14 4519 B1 11- 7 743 W1 10- 7 388 W1
6- 7 -2154 TI 14- 1 5307 81 10- 8 -275 W1 Z
7- 8 -2308 T1
8- 9 -2484 T1
SPLICE: 3- 4=T305 STATE OF S
0 4k—
PLATES 11-10=T305
ORI
18'-4'-4 7 -155 -5 9'-1"-7
60.a" 53. 1 53. 3. 1 '45. 1" '45. 1 4'-5 55.4
12 T805S7 T153111 T405Z 12
8 5 6 77
T4051 T 153
4
7`405101 T405 6'-5"-6
\3 4"-7
T 15 3�� A
12*-7*-4 T307 2 12 ell \\T408-10
F�4-12�-- �&V. .
13 \\T405-0 3.5 IN
BRG
4'-7
14 \T`40510
2x4 WEDGE 4.75
3.5 IN 12
BRG 35*-0" 1 -4
SCALE: 5'-8"-B 1 60.7- , 60.7- 1 6'-3--6 16'-2--14 6'-7--12 092316
1 FT-. 1299" 15'-10" 191-2" v7.29B
Gener. J'a brm be a ire I actuis ci�ajpad
'I,t�Qt%uril...t �Jg no ac(above. Furnish a to coropensate for w ussas with slogg?botto�chol ct to horiXontal
a I
tru
t ctr _�s 4pre su
0 c 0 R,
,irn T u, mg asiggr and contuctor ot r n a priont r cin a is scomprits q or qans jr o nzopta omes to the
Optvho.r.p"proey an vqmicatjon o co a or to 11 1 *to in an ra 911.LOI&NF oj atop web 9ge Ir to reelft
or
To bull no c r .9 ns, V V ri,%tl
In u, I sign al,� .an trolf t w a sees. c It on t a t
0 In r, patfn 00 It are r use a U, no are p a a
y ui in 00 c or r ises. ol an ottom c o so n a aa
.;n&.Sn
to gni alps.,
c as
asign c1cu atior coS i n ose c sjor r n ,requ re co .6 -.112TWUL
�,PaPe.Pan di e0sions srall OW' I, n b �n'J' at'I Pat i o� r?�J'
T
11 bt T
Ic to,
grta t . nznt. imMl r. r, at FF. 'OTU " ST.
is are qypi a V E umbe R Th Me uo a
I Olt a or PH a 1 8) rue reac on a 0..ciiin g tStaiNard 1pr elt� at%Co?,nect? 00 ru!!
in 0 INt it I orces a t 8 uAding 8 cture. t�8 so to ionjes own ygatesqt ir.oc on, 'A.R
a a p TV. 4 0 to ;1y4a V " ti or
c5nfor with-a' .3pt.-t-r, 97 staw.1, N it for p to a f,,:pegl mc!pq
anc sod �&l n 7n, n rro ptPlYarrin _p!b,,Cho
n Iffle9d a gdt-
rufses 8 a a Plates as. 0 Z08. y Lumbirmata,
rV n. LUMBERMATE
. v ' 'iF3;F) T2ovraT oivision of ^2 tne Engine.red P—d—t8. InC.
liaoctRomnNo'li 0 �a:Tlpes r: 0 7ight (0 1993
frUor )0 frussesw
, 4;..!P.n TNSIj TWst,P, 1,.1n t�T
Mrsoo' 0.j,,jlf A�*, at P..lfl.
Copyr
9.110& o ve angs an(Proo trusses W ut a no*. one ation for Wood Construction
G25-MM30222-085 HOUVNANIAN 2268-1 02-22-1993
HV2268R / A DES: EFI CHK TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN BRG* THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B1 2X4 S.P. #2 D N MC19 1 1173 -0 3 56 IN, ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
W1 2X4 S.P. #2 N MC19 6 1173 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL SOT AXIAL WES AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LSR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -1639 T1 6- 7 1333 B1 10- 2 110 W1 9- 2 -458 W1 [X1 — IX4 CONTINUOUS LATERAL BRACING ATTACHED WITH 2-10d NAILS
2- 3 -1185 T1 7- 8 1333 B1 9- 3 353 W1 8- 3 -19 W1 IS REQUIRED AS SHOWN TO HOLD DESIGN LOAD.
3- 4 -973 T1 8- 9 982 B1 8- 4 346 W1 8- 5 -433 W1 OR A
4- 5 -1184 T1 9-10 1358 81 7- 5 105 611 T- T—BRACE MUST BE CONTINUOUS I x 4 LUMBER EXTENDING TO WITHIN
5- 6 -1622 T1 10- 1 1358 81 8 INCHES OF EACH END OF THE WEB AND FASTENERS WITH 10d NAILS
SPLICE: 9- 8=T305 15 INCHES ON CENTER.
PLATES
3'—S--5 10*-7"-4 bo,,*�k I F/C*so
5'-9"-3 5*-4"-4 5'-4'-4 5'-3-
12 12
T405S� T405-Z; NO.31867
8
STATE F
\3
SO
ED
T305',' T305
7'-9'-5 7'-9"-5
F2512 III
T`305_� /_
A'-7 8"-9
t
10 \T 153,,, 9 \T305� 8 \T308� 7 \T153 III 2x8 WEDGE
-13.5 IN 1,31.5 IN
BRG 25'-3* le BRG
SCALE: 5'-9"-3 5'-4"�4 3'-5--5 5'-4'-4 5'-3" 382315
1 FT-.2275" v7.29B
Genera Me cp r�j�g no a veifluml.h a J'.ajpb q ired to coropensate for actLial des load sees with all bottop ch)qtjs ore suNct to horigontal
me a 'q U 0
0 confgctor OTZUOIF ctTq r I And rrgpnent gracinai a f.8 fal 0 01 a tnzopt. orq..t.,ne.
C w �.q r to to Ina ainr, IT nt* r cab r
.a
OM p '�t no.j. or a ga
?o rap rae nfication o ep o 94:gi. to at Wo :t.
a jra v 12liag ilks" c ng Vquirad to resl9t
�m dle 48 sign Tor
U,
oil f�
u inj cut, IT og 1,tr say. op an g 1 W., a. J_
pri a bu co . Ina nsDesign an a care.Uro nft er*04 gttom c tru ng are vidica a onl ag n
no a a cf4,jn "IF t,9 0 t
I T1. pffhl. to
u as
0 WdlTapsui I o" " @ nft W to a
E PIC,'6.ei raRa E 8.8ci n. gj� jj a
jrw
Us. t
Tc(s a IT, 0 8 vv i
I it 0 1 Ne Ii be g Inc" IF Tr Ing,To re Efforuo, ag qa f Rypl
es.lon cu at ns are q, a . rom m uc. V . I Mal speci 0
an scin
r.
ra a gogy so s,F
sjnts grtat I N�h i a at copnror)ent. Ml L, r
in or rues rea on lot at%Co,?,neot?d o 8!e IFST
8 sV I �p
Is or gd toP9 C structure. 1� .tlon% r
oreas Meia? ate a it I
It C lg
Sol 0 .90%e an drn own v
_at a a
ate a a.
r, 7n, '�t* _p%,,Cho
Tru*sas shall bexag ir losed. 8 rropl ces;
oric, 'v prh.1.1 be loc f, APIVerrie Tr
yv i a '119111111 at. as Mrod t
n a a n. LUMBERMATE
.rl= call y Lumbirmate,
Mot'r f I-I a 'T, Irr
on Avm,-a r js�w call ex a or a an of Al 7.�@ Z�qlne&P.d Product.. Inc. In
or F russell w CON ngs. Copyright (0 1993 N&!W.8t'.Pn'.8%. acif Ication for Wood Construction
WT ;WF
R or ov angs=Moo trusseamit a I
G25-MO930222-086 HOUVNANIAN 2268-1 02-22-1993
HV2268R / H5 DES: EFI CHK 4 TPI ANALYSIS
.L
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM:= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
SOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 S.P. #2 DN MC19 REACTIONS: VERT. NOR. MIN BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
B 1 2X4 S.P. #2 DN MC19 1 1173 0 3 56 IN- ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC–
W1 2X4 S.P. #2 N MC19 5 1173 0 3:50 IN. UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WES AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LER MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -1530 T1 5- 6 1251 81 7- 2 -395 W1 7- 3 590 W1
2- 3 -1326 T1 6- 7 839 81 6- 3 557 W1 6- 4 -376 611
3- 4 -1319 T1 7- 1 1268 BI
4
- 5 -1520 T1
SPLICE: 7- 6=T305 Wt I F/C os'-4"
PLATES
12'-10"-10
I Z NO. 31867
5*-7*-12 5*-2"-14 8'-2"-14 S*_1"_8
12
12 S TA F
a F_ 7`405_�
3
Ile
T 1530 T153
2 4
F2512 III
T`305_� 5/_
\ i El"_10
4"-7
7—\Tlit 2xEl WEDGE
305 \7`305�
13.5 IN 3.5 IN
BRIG 25'-3" BRIG
SCALE: 8*-8"-4 B*-4"-12 8'-2- 042416
1 FT-.21l!i" v7.29B
General,� gaipb r rna�b
11ag,wles ogh, a iq ireditoco pansate or ac Lia sad a
t no a t usses with alm?botto�ch)qns ore su� ct to ho t I
Ing Orr
'as to 7gon a
0 gs da as,g?,.r and cont a CtR rAf1I an pn nt ci %or w IT . nt, 1.n.2 zopta t, a
g I a �rd a 0
ah
I d
Uctor .11 t
a v i cation o cqn o w u n . a,r to a ,a" $to in a ra I g 'gaTEO web ac rg pq 0 feel
oin a jc� .4" tt m to on a tru A, asign o
ns,Dasign an 7A?t w care. o npt ore r a rusesC uc A a
c,
u -7
to
ol� c
I no o 8 01 Sa ngi,a ore a, 861 In insta ad it 0 ?'r
Fuq.Era. us me a t t ff, t,
OM t I
fo IT f Jack above.Furnish a atirn.,o
u
I&c
no or r @a a. op an 0 c 0 54 1 0 a Sit OTTPI
_j"aN 's' r It or P rl s:to on a racing I S no r a t.,,-�T.-,n (?ST.
Tlao as, MA 1119gy so 'Tr Ing to con Iguoys ruefes shj
a to vp j a br.
di a
Falpe. n di, F"i,%t
Tau, he ail
I M" 'Al h torms t, agi f an t th
t P t a lqcu.
to M4 j c. ctu a to 00(tion%s!.e a or
.y
Inr In a aal"Ag to to.
as %a ns. d ui In Zati. a to n 9 a irec
0 orces
t;T? I's K stlinoffi or a ape 1,
cdnfor I wlom,,CM
,TaR%MFF a a
ruqsas 8 al; n In no -porro.11 lices the ca mo len
r at..
t ties rn, -n p vp LUMBERMATE as P at. pact an act3re
in ron, vinin a �dti'etrinms. 8 as 5 1 d u d ty Lumbirmate,
Me7or nS oes ngeZ I gral Division of A1131ne Knoinsered Ppoducts.
.rl.ct on I d inc.
tTpom V to F'ruseas w I oeliting, n,.. alb.1n
J& or gE? 0 Copyright 0 1993 TNN!W.,APn. jgUntitpocification for Wood Construction
."Of w. tou 1p
rig
LN., ve angs trusse w AJ&144-,
G25-M 30222-087 HOUVNANIAN 2268-1 02-22-199
HV2268R / H6 DES: EFI CHK:� TPI ANALYSIS
TOP CHORD LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF F 20GA (ALPINE HS) 164 PSI NET
TOTAL UNIFORM LOAD 47.00 PSF
LOAD DURATION FACTOR 33% TRUSS SPACING: 2.00 FT. CENTERS
Tl 2X4 s.P. #2 DN MC19 REACTIONS: VERT. HOR. MIN,BRG- THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL
Bl 2X4 S.P. #2 DN MC19 1 1173 0 3 N_ ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY. OTHER DOC—
.0 3 1 UMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT
Wl 2X4 S.P. #2 N MC19 6 1173 :50 IN
BEAR MY SEAL. HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY
TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL DIRECT SUPERVISION.
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR
1- 2 -1685 Tl 6- 7 1380 81 10- 2 161 Wl 9- 2 -577 Wl
2- 3 -1138 Tl 7- 8 1381 81 9- 3 387 Wl 8- 4 374 Wl
3- 4 -934 Tl 8- 9 934 81 8- 5 -539 Wl 7- 5 147 Wl -A
T Fl&'
4- 5 -1142 Tl 9-10 1408 Bl
5- 6 -1663 Tl 10- 1 1408 81 #41 0
SPLICE: 8- 7=T305 Z
PLATES
NO
12*-1*-7 1 1—545 11 '-7"-4 IT-.V
I 4E7r--
IF
5'-3'-3 5*-10'-4 5*-10"-5 5*—B*-15 0
12 12 60a, RI
T405:— T405-ZL 011%O�
3 4 its
T305'�: T305
5
El'-5`7
F2512 III
T305_�
El"_10
4"-7
10 \T 153111 9 a 7 2xEl WEDGE
T305= T153
13.5 IN T305—_ 3.5 IN
1'-4' 19 BRIG 25'-3" EIRG
SCALE: 6*-3"-3 5*-10*-4 ;8.37 5'-10--5 5*—B"-15 272415
1 FT-.2111" v7.29B
Genera)t ct to horiAontal
�'q I oj,y n nlos h%g no 9,airbe *tfo* I d to conansate for actt4al dead Load Iru I;es with slogg�botto�cho s ore su
t taR
ngjec(above.Furnish a gr,rna 'r is ace 5 6 In
esiggir and contUctor it cir
im.an eff Marg, mpnts q o an o
,toopner
u T or to rFaln ibo 19'sts Ing an ra2 g pg.. L.Igprit
8 oyisto jrw qzop a orqas to t a
?Oop&o cc eir t� ob acing gq 13. to Tesift
a apppyifancinfication o ormllrice w a I
oV tl a Design a Is an 79,ft wl care. rip, are I gr use a In
na n t gj' ica a on t a trupq rign 'or
v
,go trusses.
'r t ottom c r a uR baci I a 'I Fv iu
. u., , ,1
P ria 'g n or, cu it
0 1�ociinl og qr trgsas. o?an to
ulln g ruiv... a o tha,,paF� yug, (PS
r.
s or t s C co a T. tars *,aj,,;Wd,r rva, kal Stano lef at%Co,,r tact 00 M s!.A. T_
'a "I I . Vo;.,,n . .0, r or
Intoe'Irr Pge'Tuil d!nrug"a t r u c t u r a. y gla a p, 3 In
,10 n t n ljo Is orces to Pec c.
Trucqc In OrTa a a p ax Uolng ;F'. I
op ons a a I Tlea n Igra ,cf�,Sn T'rpi
ayr m -V a ov ml,requ re�6 08a'Af t
M4 and diTevol 3 'S H no a n are n.t:lPat
m 0' lul lgg'r V il %1 gggy acks or rr AUFO. ti
esign co cu ations are v i a 0 um 11 Of% sgp a . I C n a
a gan -tion an
A liriofi lo..
it ul standa a. N a
so a so n C sod In In rropl lies
3nr,.ro a u I is o ce ' t 1 Flain't Mtd t
LUMBERMATE W.alsplaas a:specililelt5phd anu alit y Lumbirmata,
T c 6J�1810� of Alal— Enginse—a Proaucts, n..
2n '?
.c
.ctimon r i r or ' a 0** exq a 3 or Copyright (0 1993
!.tTo'r'o'v'; ng.an a 1russ.e.s., No c I gs. Mi!WAMopn1aft elns*lgtlntTpecIf!cation for Wood Construction
RIO
AFRDA WT
BEFORE ME THE UNDERMNED AUMORUX personally appeared ALAN B. ALMAND
of NEWTON, HURST&ALMAND ("Af f iant 11) , who af ter being duly sworn did depose
and say under oath that:
1. Affiant is the closing Attorney in connection with the construction
loan encumbering the property described as:
LOT 63, SELVA NORTE, UNIT TWO, ACCORDING TO PLAT THEREOF AS RECORDED
IN PLAT BOOK 40, PAGES 37 AND 37A, OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.
2. The Notice of Commencement attached hereto as Exhibit "All is a true
and correct copy of the one sent for recording.
ALAN B.' ALMAND
Ive-1
SWORN TO AND SUBSCRIBED TO BEFORE ME THIS day of March, 1994, by
ALAN B. ALMAND, who is personally known to me.
Notary Publ:Cc—, State of Florida
Print Name:
Permit No. Tax Folio No. 169506-1616
NOTICE OF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF DUVAL
THE UNDERSIGNED hereby gives notice that improvement will be made to certain
real property, and in accordance with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement:
1. Description of Property (legal description of the property and street address if
available):
Lot 63, SELVA NORTE, UNIT TWO, according to plat thereof as recorded
recorded in Plat Book 40, Pages 3/ and 37A, ot the current public
records of Duval County, Florida.
a7k7a u/a Duna Vista Court, Atlantic Beach, FL JZZ33
2. General description of improvement: single family residence
3. Owner Information:
(a)Name and address: William E. Duffey and Sandra L. Duffey
653 Monument Road #1001, Jacksonville, FL 32233
(b)Interest in property: fee simple
(c)Narne and address of fee simple titleholder(if other than borrower):
n/a
4. Contractor(Name and address): Browdy & Browdy, Inc.
7563 Phillips Highway #101, Jacksonville, FL 32256
5. Surety:
(a)Narne and address:
(b)Amount of Bond: $
6. Lender(Name and address): NATIONSBANC MORTGAGE CORPORATION
1201 MAIN STREET,9TH FLOOR,DALLAS,TEXAS 75202
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be- served as provided by Section 713.13 (1) (a)7, Florida Statutes
Name and address: Richard Browdy, .Browdy & Browdy, Inc.
7563 Phillips Highway, #101, Jacksonville, FL 32256
8. In addition to himself, Owner designates NatjonsBanc Mortgage --Co mtion 'In'
Main St. 9th Floor Dallas, TX 75202 ATTN: Interim Construction Department to receive
a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes.
9. Expiration date of notice of commencement (the expiration date is I year from the
BROWDY&BROWDY, INC. 2969445 P. 02
ARCHITECT/ENGINEMS CSR71FICaTION
. - I
COA5TAL CONSTRUCTION COUE FOR rtL IIA30R STRUCTURES TO
HE LOCATED WITHIN CITY OF ATt"TIC BEACH, FLORIDA ,
APPLICANT' S NPME.,4��&/A' o -7z1-t::>z63VATE4 vw-nv
, ARL)Cr-A:2�PHONE NO,-_-__
OWNER NAME:/i/,Z` /`".,fzy? Y--R.E. TAX NO.
TYPE OF PROIJECT: CPJhew Home )Residential Addition )Garage
( )Pool ( ,)Now Commercial )Commercial Addition
( )Other
911 STREET ADRE85: 63 -59ZVW
WV 'claim the structure -to be exempt as follows :
Garage with no provision for occupancy - detached one
and two family only
Pier, Dock. etci
other (specify)
I alpo, certify that no structure listed above may be remodeled c.-;-
converted to a non-exempt use without being upgraded to fully
comply with thj&, oird.i an
I 1 //5 11?4
slgned::Z,��, ---- DaVe:
----------------- -------------
CERTIFICATION
This certifiox that the plans and Specifications submitted au-Li
sealed by the undersigned meet all criteria-zet forth by the Cit )
of Atlantic Beach Coastal Construction code. Roof covering is
exempt from the 110 mph requirements of the Coastal Constructic�i
Code, but meet all the other requirements Of the City ot Atlantic
Beach Building C*de. (,7,&- 119i MmO� ui�n� &E:P,
(/4) The structure including foundation, frame, roof decking,
exterior walls and floors has been designed for wind loads of
110 mph, with all design complying with _the 19T1 , Chapter 12 .
standard Building Code.
- ----------------------------------------------------------------
VA Windows, doors and all other exterior devices comPly with tKe
110 mph wind load.
-------------------------------------------------------------
' The structure is located outside the area affected by wavc
forces, OR
The structure is capable of withstanding wave forces resultilic,
from a wave Oreat hoigh.t of feet above MSL. includi!t.-
uplift forces.
-----------------------------
The atructure is located in PIA Zone A and the foundatic'...
design has considered Possible exposure to water and ero5i,-;;, .
OR
The structure is located in FIA Zone X and the foundation wi !
V-1
not be exposed to hydrodynamic, hydrostatic loads or wat
scour, OR 1 .
Foundation denign has been Completed with floor elevati�;.i
above the specified 3tillwater elevation, and to resist wave ,
hydkodynamic, hydrostatic and wind loads acting simultaneous I -.-
with dead loads. Erosion Computations for the foundatio'-1
design have taken into a'coount the Projected 30-year erosio:,
S 145'
2a f
D C
I'X12! COHC
HEADWALL
IJ
I'M! CONC
HEADWALL
.01 Jvr
IVAK
24!DOUBLE 0
AK
IrDOUBLE OAK 1 P
00
OALM
0
110 PALU ho b�,rr-jc3ded
,All trees tO remall, each
a minirrum 0" RE
tree. In �ace 6LIfing
site cluTing St ructioO."
Na phasEs I)t �011 p L P L A N
SCALE 1' 10'-0*
LOT, 63 SELVA NORTE' UNIT TWO
AS RECORDED IN PLAT BOOK 40 PAM 37 &37A
OF THE CURRENT PUBLIC RECORDS OF
DUVAL COUNTY. FLORIDA.
GOVT L07 1. SECTION 9, TW. 2 SOUTH. RANGE 29 EAST.
E)W-
SIRUCTURE
RESIDENCE FOR
SANDRA, JOSHUA & BILL DUFFEY
LOT, 63 SILVA NORTE' UNIT TWO
DUNA VISTA COURT
"003001
OAK
PALM
C.OAK
12* P
1;EMS7. PALM
STRUMURE OAK
10- PALM
21.43V
' o
0 13r,
OAK
lCr ALM
MAPU
l0r PALM 2e
,0-
a' 0 a. 0 ur P
1p LAO ID -4 s
I
OAK
DUNA MS7A CCUR7
50. R/W
61.0
Iro.
EXTRACT OF MINUTES OF FEBRUARY 22 MEETING
Bill Duffey and his wife, Sandra, property owners, were pre-
sent for the review of the application for property at Selva
Norte, Lot # 63. Mr. Duffy explained that the unusual shape
of the lot made it difficult to place the footprint of the
home on the property without removing several large hardwood
trees. He did point out that many others were being saved.
'The Board expressed concern over a 24" oak proposed for re-
moval in the driveway. Mr. Duffey agreed to keep the tree by
repositioning the drive. It was calculate that a total of
approximately 65" of other hardwoods were to be removed.
Following further discussion, Jim Pelkey moved to accept the
plan with the exception that the 24" oak in the driveway be
saved; that a total of 12" of hardwood trees be replaced on
the lot, with a minimum of 3" caliper each; and that a total
of 10" of hardwood trees, a minimum of 3" caliper each, be
donated to the City for planting on public property. Tom
Frohne seconded; the motion passed unanimously. George Worley
will handle arrangements of the trees to be given the City.
For the review of the application for Lot # 61 Unit # 1, Se-
villa Gardens, Bill Wilson representing Wilson Homes, and
Carol Pitts, property owner, were present. The plans calls
for removal of 7 palm trees and 4 oaks, including 1-30" oak
,described as being in "poor" condition.
Hope Van Nortwick moved to accept the plans with the provi-
sion that 20" of hardwood trees, each with a minimum of 3"
caliper, be replaced either on site or on City property. Jim
Pelkey seconded and the motion unanimously carried.
Carolyn Woods welcomed new member Mae Jones to the Board, ex-
pressing thanks for her willingness to serve.
Members discussed the possibility of statistical information
being compiled, especially figures showing the number of
hardwood trees, including total inches, which are permitted
for removal. It was felt this information would have an im-
pact on city leaders and citizens once they were made aware
of the quantity of tree being removed. It was decided that
this information would be included in the Board' s article,
written by George Worley, for the quarterly "Tide Views".
Tom Frohne moved to accept the minutes of the last meeting.
Hope Van Nortwick seconded and the motion passed unanimously.
- 2 -
Oevarbvi,vil ol ct
y Eff" co
Y p fo ma o
FOAW 660A-Q.3 Pt'-sident �'ol Wh'll 'm b,
:wdv S 6'� f"'wyv
XANI:,'� �.ot 63 1801
AM,) T�"IN /NA TE
NVAIFR.-
Co o", af'; J o a
tioo 0�
ac ddiX, i it
or att, che'd
lf ot uniL�-
i'f is thi�� -3
floor n�rea ft.
Pt e3v&
u'verhano 4, 0(l
a� Clear 6V'ass 6". Os [4
b. T'int. film or' Of 1, 0�o a '4
9. ""loor tvDe ilm"Illati-on"
on
?0.'Net Wall tvoe
Exterior: 2. R v'-.1 1 0 0
OZ.,
Ad,�aceot: 2. 41ot,�,�d fraot"
Ce'ilioq tyc'e '5ree"i. '3nd insulation.-
att�,c' t1nsul",�,tion A-valm'--,l I 1?.00 6,;:'2. 6'O'S u(1--
8,
12�Air di,,5tributiof? sYsb-IRs
"'Jnsuh�tfoo loca'tic"[O 10.
14.HeatitN7 "4.
L�.Hot wster "";v
16.8ot Pate�' (,"fe'dfts: '614R Heat A'lecove"'v-v. 6,
Oedic'-a b*d Hea t Plou",
j,,q fi I t 1,,,q t -tice: 1. 2 or .3'
1t5'.HkAC ros.,s' ve'ny.'- I
Hf"�-Alhoje hcwse fat?, M�,,�-Atth; radi,�oa
01� 0:11 (must not exceed, WO Q.
a, Tota.l As-Hailt
Total Hase tloint's 4
Herebv c-ertifv th8t the., clans aod ol tap', emu,
svee,'iff'cilticws 'covered bv ��.'Overed bV
dre io wi.?"h the with �,ht-' Flw 1'0'c�
'?efore coosbucl'iult
this be �1'asvel-
P-'�'EPA'YI-70 8)";- A J"!"oc�-'� 0 wi,
F
6 53". 9011
tha-t t1o"',
cod""'.
0
-----------
-----------
PA
z',,ev m uwo t o i t v A i i",,
Pho)r, 8uildincle MCI'f1C,t,1,` NUN i",
A'AN11". lot 6,3 ","elva Norte IHUROE/?,�, �,?rowdv S
AAT'�
Pwmq v1s M er A7"44A1r1,c-
f fe v
1 M.-7,hf c,,(,,wst,tu tion or ac L�GO
of i,-�,ttached siliq I t' dffll) v
3 If of uoit,5,
If Hill tifd#?il V� i's t-his /no
("Oorlitionect floor 6,� (0'
6. Pf n vc,, o vef h,-,�no t, 0.
4
8.. i.,"'Jass area and tvve�
c"leaf 0, e") u
b,; Tint. f'?"Im 01, solar sc,reen
tj W 1�11;Q 1 1,
��Joor tvpe and iosulatic�o:
tvoe
1"'Yterior .
'Alood f�,z�mt- j ae 0a
fri�me 32.�i.,00s q
qrea
y
9 00 6.::',*,,.
'Undi"t.
Air
,3�� Ouct","'.
o I i ni.,.,� s v!,,,t e Ir T vot,: A/L"
iveale, Pu&;u
v5,:H6Q Water systex., ic. --------
EF.,
16�/Yot Patei Credits. 6,
Oedica ted t 'OvIv",
I.:;,. Infil tra tfoo vrac-1 ice.- or
0�'LHVAC Fan. vent.
M4�--Whole house fan. PH-A0,ic
N,V7')`ef . NZ� &I J ti 2 0 08
tl�,�Ivst not, exceed 100 Q.
-----------
a.. ?'otii-1 As--Suflt
certifv tha. the Of 1,hr� 01aO,"5 i5w,/
t-,,overed bv, this bY this 'on in�Jica.tt,-�s
lzi�tfo�e� ate io With the with 4/1,t,
Sefc,�re construc,r�,j /I I S Ifi 70,1 e,t 1U
this
0?1M-P,4AU9 AIA
"k-116 S.,
1�4 -—----.......
herebv certifv that this IS
nce with
C,o(Y
J'A
Ail lAic- J
For de"to"iled ii7formatjow
c�f the EPI rat"'..'na 'aljfl�ber
or for dnv ITEM liste'd.
w.:wr f'or
OCA, /"orlii 600A 93
or 6!or#� 60(,18-'.",3
10 20 30 40 �;O 60
rhe 'allowable EPI 100. �?'he IOWe-," the 1-'PI
411(lU WNW
I[D"I low
Ail/wVWS e e"."'v
I.?V Ul.AT I OAI. . .
R" /0
j i Va'I lie
fil-0
Va I ue'.
A I Al 6"OND I TJ
A
HE A llhl&� SYSi'EM.
Elec'trif',' HSPF.
6-iec.'tric Ef'.
(30,s 00
Solar Ef'.. . . . .
0 THA,-R FEA UAlE,*`,-,'.. . . .. . . . . .
I certffv that. these enerqv sa-ving fe'�tllres for the "�'-J'O/ Yd
j'-'nergv Code have been fnstc��Jle(Y if� t/?iS hoUl'n"f��'�
"'�na O""t 6:—
Fnergv
AND
6-94
For: Browdv & OrvwX
W3 Phillivs Highmav Suite W
Jacksonvilh, F) 3220"',
t 904 1296-904/
jV: AIR ENVINFERS. IK'
1094? Beach Blvd.
JacksonviM, F! 322?
(904 16 4 7-230�'
lot 63 Selva Norte Job 9: Plan 2268 Sq. Ft.
�,:�u(fev Reside,-�nce Wthr Jacksonvilly,AP F1
2one
A/INT6,A? 0f-,*,,:,;,I6,,iA-1 CON,0171�,?A
�Jb.- 3","', F 94 lop F
Los ki�, dh: /)ey F Inside, dt,�- 75 Oey F
Design TO: 38 Deg F Design TV 19 lop F
Daily Rany�,,, ?Y
Alel� Hum. 50 1'
Water 49 Y.,
H 'A TI iVt.,' �541.?YVA/,."Y 1,*1,1�-,1VS1j8lE 41,,,Ot,91./,W'�,� E4?t'YIP
Slay. Hyat loss 40?68 Btuh StTacture 29491 Slm/i
i/e nt-il a t i o n A i r, ? C, 'N n t i I a o o 2090 RZA1
lent Air loss 4180 Otuh Design MO. Way 3. 0 Oey F
Heat* load 4 4 905' Ht uh 1,A,5e Mij. Data Y
Mult. (10
Total Seas QUM !Odd 3138P Wah
INFII TRA TION �,ATENT EQUIP` 40'4e',','� , 1211W,11
Const amal a I Firev.1acps I Internal ?",",60 uh
Ontilatiao 3332 Btu/y
REA TINV W01 ING I n fil 1 va Noo 4143 81U/1
Area (sq. ft. ) 2268 2268 Tot latent Equip luad GT55 89 u/�,
ft. 204 L'? 204�2
Air ChangesMaT 0. 9 0.4 Total Eqaip load 40842 Stuh
E(,,V a i Va I e f�t (Y.OY
REA TINV EOUITWENT StWMARY
Make I enno.,�, Make I ennox
Model C2251-8240415 de I /08/1,1-46
T.yoe Air We Rea t Pay.,
Effic./enc,v
h,"eating It :,ut 0 8tuh b"t u h
6,�utpl,?4* 0 8tah latent Cooling 12?50 6`tm/i
Heating T&WO Rise 0 10, F Total 600130Q. 51000 Umb
Fan 1600 Q,,�f Ar.,,,ya,if n �,6, (�
Htg Air Flow Factor 0, 039 WIRtuh Cip Air Flow Feum 0. 054 =181m,,
Space Wraost4t load Seas Heat Ratio 53
'.,,,� o:'�'V', r"? "Y'��?'"!, ,,. 1�."" KTYX-�
Printout certified by ACCA to meet 411 of Hawai &aim
Job W: Plan 2268 So. Ft. 6- 9-4
Procedure A - Winter Infiltration HM
------------------------------------------------------------ ---------
1. Pinter InfiltTation CFM
AC./HA') Y 204 12 Cu. FK x 0. 016? 301 CFM
2. Winter infiltration Mob
307 CFM A 38 Winter TO 12BY4 SAM
3. Winter Infiltration HLY
12824 Htvh 3?4 lotal Window 314:. S H"Il
X Mor Area
------------------------- ------ --------- --------- ----------- -------
Proceddre 8 --- Sumime( lofiltration HTN Calculation!,
------------------------------------------------------ ---------------
Sa'mxer, )nfiltr,�-tio"i
0. 4 AC,,,"/1A' 72 (W.Ft. 0. 016? 136 UN
2. Summer Infiltration Stuh
x M CFM x 79 Summer 70 2850 Koh
3. Summer infiltration HTH
�,�5�;O Htuh 3?4 Total Window 6 HTH
A Voor Area
---------------------------------------------------------------------
Procedure C - latent InfiltratiOn GaM
---------------------------------------------------------------- ------
0.68 x 49 gr, df ff. x 736 CFN o 4543 Stab
---------------------------------------------------------- ------------
Procedure D - Equipment Sizing loadl�,
-----------------------------------------------------------------------
7. Sensible Sizing load
Sensible hNnUlation I oad
7. 1 x 100 MUM x ?9 Summer To 2090 Stab
Sensible load for Structure (line 19; 29491 Stab
Sam of Ventilation and Stractwre loads 3158P Stab
Rating and Temperature Swing Maltiolie K ?. 00 ATH
Equipment SLfoq load Si�'-'nsible A387 Stab
2. tatent Sizing load
0.68 v /00 -49 pr . dIff! 3332 Stab
Interoal loads a Z30 x 6 No. People 1 ?380 Stub
Infiltration From Procedure C 1 4543 Stab
QUipMent Sizing load latent 9250 Uph
----------------------------------------------------------------------
Construction Ouality is: 3 hb. of Fireolaces in:
NANVAI 3: ?th Ed.
Yyjatoot cerfibeo bv ACCA to meet ail reouirpoputs OF Namdl r0; M
§: Plat�� ,"T&,57 3e). FL 2onw 9-4
NANIMI K Kh Ed. V7. 1Y ---- IR2973 --- Awye i
11 Name of Room Entire Whole Vot4 ,,,
21 Running Ft,. 41all 199. 0 Ft. i9ko M
31 FL 2268. 1. 0 Ft.
41 Milngs,Ft / Condit. Qvtionl 9.0 1 9. 0 hedtlyvol
---------------------------------------------------- --------------------
TYP , OF IC37] HM Area Stuh Area Mah
EAMSURE I InV. lHtg INg liengthl MY I Ch AwAhl HIP / C19
------------------------------------------------- --- ------------------ --
5/ Gross 1 .3.: 4 0 74?6/ Sets ?4151 sale Sees
I I b I ,.�'. 3/ 3 3251 1 a'sas I 32,�;/ '"'t*S t'�,'"
I s ia n d Icl Tot 0.01 01 *tax I ties 1 01 glen sirr
Awrtitions Idl 0. 0/ 0. 0/ o/ Wass I Set, ills *tat
lel 0. 0/ 0.0/ 01 rtwt Sri, Silt $ill
M 1 0- 0/ 0- 0/ o/ S*X* *SSW sees tTss
----------------------- - ----- -- I--------------------
1 61 V2'ndows lal W12T 61 a a / 3551 92801 "xx" 3501 91801 test
A Glass lb/ 6/ *4 .l' o/' (�1 stsy 01 o/ rest
I'oors ill g. /c/ 0. 0/ as 1 01 01 tax* 1 o/ ;j sswe
Idl 0.0/ as o/ 01 arts 1 01 q ills
lel 0, 01 we 01 01 Slaw I o/ o/ $It$
1f1 1 0- 0/ it I o/ site 1 01 wtus
-------------------------------I--------------------/--------------------
W.
i i naow"L".' North 123.01 3551 **at =51 3551 s"s I R?651
S Class NrSNW / ow/ 0/ o/ 0/ rxxx o/
loops Clg. Est 1 0. 0/ o/ o/ 0/ "On o/
SESSO 0.01 01/ **at 1 0/ 6 i I stis 0/
South Y o/ 01 sees 1 o/ 01 list 0",
Harz 1 0 01 01 sea* 1 0/ 0/ says Q,
------------------------------ - I-- ------------------ --------------------
S/ Othr abors lallooll?15170.41 191 3321 i
4.1 o/ o/
-------------------------------/--------------------
1 91 Net lal?2CI 3. 41 0/ /20/ 22781 WO/ 38301 21181
Ekposed I b.1 OCl 2. ?. 31 3061 6891 3861 3061 6W91 386,1
Wn�lls and /c/ / 0. 0/ 0.01 01 01 o/ o/ 0/ 1/
PUrtitions Idl 1 0.01 0. 01 01 o/ o/ 01 01 o/
lel 1 0.0/ 0. 0/ 01 o/ o/ 0/ o/ 0."
If! / 0. 0/ 0.01 01 01 o/ 0/ o/ o/
I-------------------------------/--------------------/--------------------
/to/ Ceilings IaI16`01 1. 31 1.41 169?y 21281 24061
I I lbll6Vl 2. 01 2. 31 61YI 13331 15311 601 13531 153il
I IcII801 2.41 1.81 ol 01 o/ o/ 01
-------------------------------I-- - -----------------
//I/ Floors On 1991 61211 o/ /991 61251 0
I I lb,/Ml /.0/ Mot o/ o/ 0/ o/ o/ o,"
I I /c/ 1 0.0/ 0.0/ 01 o/ o/ o/ 01 o/
I------- ------------------------1--------------------/--------------------/
ll'21 Infiltration a 134. 31 7.61 3?41 128241 28501 V41 128241 28501
/-------------------------------/-------------------- ------------------ ---
11.31,5,ubtat Stuh loss=618- M1721 vg** / 3,;;'(),,,,,'21 tt�it tlllf"�,'e / ',';",;:'0621 "' !,4' /
1141 Ouct Rtuh Zoss I 10ZI Y106/ S',Ail etit, /
IMI Total stuh loss Z 131?4 / WW*w / qO7681 test Sets 40081 sttt
/-- ----------------------------- /-------- ------------ --------------------
1761 Int. Gains: Woole P 3001 61 / /Soo/ 61 test / 1800
ApoK P 12001 61 1 1900/ 61 stsx 1 woo,,�
to t )" � , ?, / 26901 "s / *"is MY/
//S/ vact 8tvh GaM log/ Sly v 26621 lot/ "yx M?,/
/l'.;I/ "'"� / A1,15,11 Ga i n = I? as*a- / **f* 294911 gttr Wit$ 27497/
1;20/ Cf,-11 Air- "WI / 16001 ;6001 flIx 0001 WO/
Avioto"Z cKrOrind by MIA AO wet all
Ed. MIGHT 3: Vy. ?,,,'
RIGHTO WNW VAM
Job Q Plan 2268 Sq. A, 4-6-9,�,
5 0 N A 3 0
/V A' I A f-11 6'�, IV b, i,., i,.,
K ly i A R .4 H I �7 (11 p A"', 0
2 f 6" z 0 A,
Whole Mu."
n s & 2 90 v 0 ?,� '5 o
a n a c R n n Y 2 59 1.0 1. 5 0. 0 1, 0 ?2. 0
8 n �"-7 c n n [,? Y 2 SV 1. 0 K 5 0. 0 0 23,0 jS6, 0,
a R w a c N n n Y 2 96 1. 0 1. 0 0. 0 0 22, 0 24. 0 24.
VOL7820 P6002 5
I
OFFICIAL RECORD5
Permit No. Tax Folio No. 169506-1616
NOTICE OF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF DUVAL
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain
real property, and in accordance with Chapter 713, Florida Statutes, the following
Information Is provided In this Notice of Commencement:
1. Description of Property (legal description of the property and street address If
available):
Lot 63, SELVA NORTE, UNIT TWO, according to plat thereof as recorded
recordeil In Plat Book 4U, Pages 31 and 31A, ot the current public
records of Duval County, Florida.
alkla, ula Duna Vista Court, Atlantic Reach, FL JZZ33
2. General description of improvement: single family residence
3. Owner Information:
(a)Name and address: William E. Duffey and Sandra L. Duffe C3
y rL7-
-.n
C2. r
653 Monument Road 11001, Jacksonville, FL 32233 c:-Urr,
CD
(b)Interest In property: fee simple C-)n=1 Xr-
CYN
4@C
4=0 Ul
(c)Name and address of fee simple titleholder(if other than borrower): -<;am
-TIC20 —
r-(nm
n1a 00
4. Contractor(Name and address): Browdy & Browdy, Inc.
7563 Phillips Highway 0101, Jacksonville, FL 32256
5. Surety:
rn
=C
(a)Name and address:
2:,
(b)Amount of Bond: C-) 1i
<
6. Lender(Name and address): NATIONSBANC MORTGAGE CORPORATIO :4
0 1-n
1201 MAIN STREET,9TH FLOOR,DALLAS,TEXAS 75202
7. Persons within the' State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13 (1) (a)7, Florida Statutes
Name and address: Richard Browdy, .Browdy & Browdy, Inc
7563 Phillips Highwayj 1101, Jacksonville, FL 32256
8. In addition to himself, Owner designates NadonsBanc Mortgage Coamdon. 1201
Main SL 2th floor Dallas. TX 75202 ATTNo Interim Construction DePartment, to receive
a copy of the Lienor's Notice as provided In Section 713.13 (1)(b), Florida Statutes.
9. Phpiration date of notice or commencement (the expiration date Is I year from (he
rinto-rrA�nrrflnn iinlace a Alfforpnt Anta le v�eoflorh-
FLOODPLAIN DEVELOPMENT INFORMATION
T'
ype of Development -----------------------------------------
Flood Zone:-x--------------------
Required Lowest Floor Elevation3...............
It building In located within a flood hazard zone, a survey must
be iAade AFTER THE SLAB HAS BEEN POURED, certifying that the
LOWEST FLOOR ELEVATION is equal to or above the base flood
elevation established for that zone.
No final Inspection will be made and no certilicate of occupancy
will be issued until the survey In on fi le with the Building
Department.
COMMENTS:
Applicant Acknowledgements I understand that the Issuance of
this permit Is contingent upon the above Information being
correct and ihat the plans and supporting date have been or shall
be provided an required. I agree to comply with all applicable
provisions of Ordinance No. 25-7-11 and all other laws or
ordinances affecting the proposed development.
Date-- Applicant's Signature_ ------
------------------------------------------- ---------
Department Us*
Required Lowest Floor Elevation
An Built Lowest Floor Elavation
Survey Filed with Building Department ...........
page 3
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
2- BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) 2
WATER CLOSET
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
0 BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)
COMBINATION SINK AND TRAY (3)
LAVATORY (1)
WASHING MACHINE (3) POT, SCULLERY SINK (4)
DISHWASHER (2) WASH SINK EACH SET OF
0 KITCHEN SINK (2) FAUCETS (2)
DENTAL LAVATORY (1)
KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET (3) URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBER/BEAUTY ICE MAKER (1/2)'
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS (2)
JACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS @ $20.00 EACH $— -j(-
JOB INFORMATIO
CITY OF ATTMTIC BEACH PERMIT CALCULATION SHEET
Address_-
Date..
Heated Square Footage @ per sq f t = '/-40
Garage/Shed -4LL@ $ M06 per sq ft =
Carport/Porch $ sq ft = $
Deck per sq ft = $
Patio Per sq ft = $
TOTAL VALUATION: $ 133, 702-
Z,3 3
Tot 1 Valuation Ist $ 7�777777,
-7 0 2- 2.e C,4)
Remaining Value per thousand
or portion thereof
TOTAL BUILDING FEE
+ 1/2 Filing Fee $
Q ) Fireplaces @ $15 .00 $ / S-.00
BUILDING PERMIT FEE $
WATER IMPACT FEE $ �S-90. 00
SEWER IMPACT FEE $ 12, .00
WATER METER/TAP
CAPITAL IMPROVEMENT
SEWER TAP $
,nj (PW) RADON (HRS) .eZV5 $_ 10 -9
2.t RADON (CAB) .01�bt $
SECTION H PAVING
HYDRAULIC SHARES 01;
CROSP CONNECTION 1.5 3 770 0
(M SURCHARGE .0050 $- V 77
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing
Electric/New Electric/Temp_;SwimmingPool
Septic Tank— Well Sign____.Finish Floor Elevation
Survey —; other
CALCULATIONS and/or NOTES:
I
4 P.
ATLA
CITY -OF ` NTIC.'BEACII J I."
APP.LICATION. FOR..FLUMBING Pr.R1\1IT tI..46-
':JO]3 LOCATIO
N
FL RACTOR
UMJ31NG CONT
01,
'1*PWJ.LICEN'SE NUM
BERS
of
OWNF
R
j 00"
-.: BUILDING CONTRACTOR
4 000, .000"
- TYPE or. BUILDING
h-a
VI
%
_t t S 11OWEI
SINKS is
u
%
LAVATORY 4ATER HEATERS .
Nb
BATH TUBS DIS1114ASIIERS
J,
URINALS /DISPOSALS *
OSETS
MACHINZ h-
C L WASHING
ell.
OTHER
FLOOR *DRAINS
COUNT
TOIAL FIXTUI�E
U1.
en.
z-11 -
.# j.
It.,1ATz.
INSTALLATION OF FLUMLING AND. FUTURES MUST', BE :I)!- T.,
IN ACCORDANCE 141111
.,!;hj).T11E MOST RECENT-EDITION OF THE S 0 U T1 LE RN .S TAN DARD PLUMBING CODE
A
pe 1-
U�k
-0. 447.
ss :.r.
%
4
,PA ilu
ILDING
Cqy 0
j
F BEACH
PtAkIT, INFORMATIO LOCATION INFORMATION.
Address ! 2050 DUNA VISTA COURT,
k 13'
ATLANTIC BEACH . FLORID)
P rv;x t Type: FLUM-BING)
LEGAL, DESCRIPTION . ,!-�-.
"of work NEW 7
Con,,�,t r
T y p e WOOD FRI Block : t
eo,14,Oft
I LY Tovnship: Rio,
ft6po'sed: Use: S11 NOLE
W*144 I Codt�tq"4,:`Q":, :,:'Subdivision,
xD
isiir�ited Va I ue
So
4prov C 6 S t
!p-
.........
J", t:7
R,I N 0 T his
---- APPLICATION F
0,
PERMIT
A
STA U WA IXPAC FE #-"- 40,
�,CO RT E
rLORI
PEE
TA
GA,
RADON' G&
ORMAT;,� N
RA N CAB
MB
CAPITAL
VE
�"- IKZR;
TA
ILL, " FL 3Z211
L C
Typt-
4
N ON
-low
47
IV, h
kll
40-
iiij,
I lv�
J,
ig"
J
gg qiiz�
CITY OF ATLANTIC BEACH, FLORIDA
Appro"d by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
4L
EUCTRICAL FIRM-/ MASTER ELE6RICIAN SiGNATURE dW
NAME ADDRESS: Jtrx-vRFD-BOX-
BLDG.SIZE BETWEEN:
RES.I ) AFT.( COMM.( PUBLIC INDUS. NEW( OLD( REW.
ADDITION ( TRAILER TEMP. SIGNS ( -SO. FT.
SERVICE: NEW( INCREASE ( REPAIR FEE
CONDUCTOR SIZE. AMPS COPPER G- ALUMJ
SWITCH OR BREAKER AMPS PH -I W VOLT RACEWAY
1
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
,FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
1 0-30 AMPS. 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIX9D 0-100 AMPS. OVER
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS_ AMPS ICEIL HEAT: KW-HEAT
�TAGE p Q plir
AGE PH ,;E P4HS
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH. FLORIDA 32233
APP41CA-TION FOR MECHANICAL- PERMIT CALL-IN NUMBE-A
IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address: V ) �S+%
LOCATION
OF latersetfing Stresti; Between And
WILDING
Sub-4iv;s;on
11. IDENTIFICATION — To be completed by all applicants
In cons;cleretion of perrn;t 9;v n for do;ng the work as described in the abcve ttaleni:nt -a hereby agree to Pe-Ic"n said -o-%
W;th the attacILed plans and specifications wh;ch are a part hereof and in accordaAc witiv the C;#V of Jackson,,Xir o,d;-&,,c*%
of good practice listed therein�
Namit of Mechanical Contractors
Confrackr (Priall Master
Name of
Property Owner
sigesture of Owner Signature of
or Awtherizod Agent Architect or Engineer
Ill. GENERAL INFOR64ATION
A. T"M of hosting fmol: B.
. /I IS OTHER CONSTRUCTION 991MG OONE ON
514 soctsic THIS BUILDING ON SITE
0 Ges—13 V C3 Nets ral 13 C."ftel Utility
for yes. GIVC NufAmER OF CONITRUCTION
(3 0A PERMIT R 0
IV. mlCmmoCAL IQUIPMINT T 96 INSTALLED NATURE OF WORK
(POO We COMPI910 W Of COm Rh Oo back of this formil PC Residentialf or f J Commercial
14"1 0 spocts 0 Race contlel 0 ROW k-V
YU Now Building
11 Replacement of existing system
P�A"onelifioaioq: (3 Room Control 0 'Existing Building ,
System: me"rio, ThIckasss— rq/Now installation(No SYSISM PrOviOUSly Installed)
Mazimem colliscity CfAs. K—Extenslon or add-on to existing system
13 1141rigerm,6" 0 Other — Specify
0 Catilliag towel: Capacity I-Pin.
(3 Am spoialilon: Number of da
13 fievskiii 0 MeAft 13 Es"1410 Irsuffibeirl THIS SPACE FOR OFFICS UW ONLy
0 Goscilissis Pumps _(ovmberl
E3 *,A-. _(avin Remarks
13 LPG coats;oeft— (itumber)
(3 Usfired Pressure we"
13 Will m Permit Approved Do
011,110, — Specify Permit Fes,
UST ALL EQUIPMENT
AIR CONDITIOKING AND REFRIGERATION F.QULPMENT
CAnAleftY A rayling
NumbnUwu rlpUon Model Number Nranufactullior
ry
0
A V
um 205 ��DUV
�3-3,
t" N
ECH ruORIM,
l�V,'ftV,!jjtft_ T� M ANIC L
11 )N -
wJOT
A V
1W, we FR
ot :
ft Ty D
p
�*d Towns 1�p' RNG 0.,
Su:b�d�ii_ w
Eat ,"
SO .00
cd
tt .
-To
s 5 1!4w
t
.............
VtRtA M 97%A
71 T
"AT I ON
Mp AT ION 'X,
TA It
�4
_w
�E'
Or,
A
AUQUSTIat ROA�
isw
sm
Fbb'R 1)&�� #?-7' CROSS%
DX� 2207 ."Aw'.
SE A"M-iFE
yp,
c
T 3
A
'N'�g
ld
CR
8 AND FOOTINGS MUst BE INSPECTEW ING
-aam
PERM
MONTHS,AFTER DATE OF ISSUE
TERIAk,RIU, W' AND OEBRIS FROM THIS WORK BE PLACED IN PUBLIC SPACE,AND VUST BE
By`tITH ER CONTRACTOR OR
P AND14
WXVAVVAY
EMT ij'N
URE:T,,O'-,,,
ITH THE MECHANICSt LIEN LA r
A PAYING TW14�4,FOR BUILDIN9 IM
4 TO" ED PLANS WHICH ARE PART OF THIS PERMIT AND, SUBJECT TO REVOCA
flON 060
P40V
ROVISIONS OF LAW.
OPUCAS
061)OD"
H�'SUIL ARfMENT ,
tANTIC' , 0*00000
01
utel WOW
Z27
$304 ,
77,71-
PEPAOMONT OF BUILDING
CITY 6F ATLANTIC BEACH
LOCATION INFORMATION
T�ION
Addre '2050 DUNA VISTA COUM�
Rlq4
t Nuinbot
11TILTTIES TTQ, :13EACH FLORM 312
ATLAN
',t TYPO
Des
f wor
I k
'o, FRAME 00
Lot
6
Type,
p WOLE
0
Town h*�p
FAR1 ,Y
%) slubdivision: SELVA NORTE UNIT TWO
valu
rov. C,6s
T, tal
A
WATER S&Fv CE
Ott,
ES
All PJ
1 f-Alr I'ON FF
ARDR& PERMIT 0.00' '
01 1w C FEE,
_:, IMPA
D #10
32233ol"I FE
ff Cl 4
I "tive"P, 4 4 TO
�bo
C
CAPITAL, IMPROVE�
Ow,
RYDRA13t;
te! SHARk
Tyve
Ll
ke
IM
It *;.-ALLcP CIRS -F M$
go ice Tg ,,Qg AND FOOTINOS MUST.BE INSP CTED BEFORE POURING' .
'PERMIT VOID SIX MONTHS AFTER 0ATE,OF ISSUE
0441 MATERIAL,'-RUBBISH AN D,0E]BRIS FROM THIS WORK MUST NO
T BE PLACED IN PUBLIC SPACE,AND MUST BE
-D'AWW YELITHE C NTRA
YP!A D HAULE,
Ti CTOROROWKA ,,l
)PEITO-'COMPLY.�WATH, T14E MECHANICS, LIEN, LAW CAN RESULT IN
A
FOR BUILDING,IMOROVEMENT&
:PAYLING TWICE
-TO REVOCATION FOR
�A�;,COAQJNO,TO APPROVED PLANS WHICH.ARE'PART OF THIS PERMIT AND SUBJECT'
E PROVI IONS OF'LAW.
lc,
NT
H IL ING DEPAPTME 00moom oommm ga.00 sl
Datf% 5/20/9401 oo=
Y",
CITY OF
-.11FTION c,
-2, 2 G C,
section a lit Xt It. vi()Rll)%
I'l lo"F(w4) 247-4900
blcck #
P7_ 1-77-5 2- _Ye? —i�cc CIA &OU417
U b cl 3.v i s-;i L)n
DESCRIPTION OF WORK
r If is-& a FLOOD HAZARD
'I 01,0Z-1 completo paqu 3. nrief
Deucriptioy ----- ------ ------
Clat;c of Work:
(New/Remodel/Addition)--- \�Q
01111j-, IJIFOR11ATION Type of on: (201��JC-
Conatructi -----------------------
0,1:1ng Proponed EutimateA Value
Istr;-zt:---------U B _,5iqz&,�L
xcu;,tiona or
ar,jjj,jc:L-s Granted:-------------------------- Solid o�-
Filled
Ground:
OWNER INFORMATION
Method of Heating;... -----------
Property Owners P P_ Phones -7
---------- -------- ------- ----- --- ----------
mailing
--------------
Address-
Zip:----------------
CONTRACTOR INFORMATION
Contractor:-------AA_AILP_�;�Zy_ -------- Phone:--------------
Mailing
Addrepa:--------------------------------------------------
------------------------------------------------- Zip:---------------
Expiration
License Number;
r HEREBY CERTXrY THAT I 14AVE READ AND EXAMINED APPLICATION AND KHOW THE t;AME TO VF TRUE
AND CORRECT. ALL PROVISIONS OF' T11E LAWS AND OROXHANCES GOVUR"IMO Tfil'S TYPE CF WORk. wi! : rE
COMPLICD VITN, WifETUER SPECIFZL0 iiERLiN OR R(ir. TIfi;, GRANTING OF A PERMIT DOE!. NOT f,,
GIVE AUTHORITY TO VIOLATE OR CANCh:L T10--' VROVI�;XONS' OF ANY FEDERAL, :STATE OR LCO.AL, r,L-,-.
RFGULATION�3, OnDrNAHCFq. 011 LAW-, IN A1JY MANNFil, ItIC1001PI(l T1fU GOVFRUIN0 (IF C(`N';TR!!( T1(1N -,l T"
PERFORMANCL 01' CON�TRUCTIOH OF 'rift: S-itt)jLXr. I U11[,1ti',TAf40 THAT TOIC 1.;�AjAht�E OF I
CORUP THAT r 'N
CONTINUEUT UVOM TNC t.8OVC INFORMATION VEINO TRUE AN. _'L:T A 14 D T11E PLAN , AND S ! PVRT.
UATA HAVE DEER OR 514ALL 13C PROVIDED A ; FILU1.11PLE).
Oviior �31(jnuttiru _A"'Pvjv--.4j_ D a t v
�hu-, Uakm_
0. contri-Actor __Date JrO -7
TRANSMITTAL DOCUMENT FOR JEA
.11 - -;2 C)
DATE: 7 , -
The following permits have passed "rough" inspection:
Permit No. Address
-Sz
Please update
records accordingly.
T T 0
IDING CLERK
ou,
CITY OF ATLANTIC BEACH
/vcb
CITY OF ATLANTIC BEACH, FLORIDA
Approv"by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19
IMPOBTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
EJ�ECTRICAL FIRM: MASTER ELEclrhiciAN ANATURE JOURNjXM
NAM ADDRESS: RFD_BOX_
v
BLDG.SIZE BETWEEN:
RES. APT. comm.( PUBLIC ( INDUS. NEW W' OLD( REW.
ADDITION TRAILER ( TEMP.( SIGNS ( _SQ. FT.
SERVICE: NEW(V� INCREASE I REPAIR FEE
- 01
TO
TO WMA Ira
;A
omwv 00wolm
ti 0�*
ON ------ TION ----
PERMIT INFORMXT, LOCATION INFORMA
lkddrossl: 2050 DUN V
f 82101
er. A VISTA COURT
ATLANTIC BEACH, F' ORIDA 3213
L
'jM-i't Ty
pt: SUALDING
e k --- LEGAL DZSCRIPTION
. NEW
y r Liot: :63 ction:
t T' po:, W60D � R Block, se
SINGLE FAMILY Vowhship:
�'..tr4pse .:use RNG: 0
A 'Code: 0 SubdiVision: SELVANORTE UNfT ;,TW0 la-i
$la370,2� 00
Value:
b Cost
ev
$0 '00
r
$316,4
Amo $3,164.94
.:Oat /b/,94 I
Ew" SINGLE FAMILY RES IDZNCZ f%JL, PLANS HSF-22 94
_0§� RD=21
ION, "t� 0 f',�-- AP N FEES
PLIdATIO
DR SAM 1,t $858'.00
T� 'ROAD #160, 1 4AT IMPACT FEZ 590.00
FL
4 ,312133 C
I if
h" 4 igAPw
GAS-H.R.S.
RAb N
ro RADO
CAM '5114
DY CAPITAL IMPROVE. 0
$32
sm -TAP' '
Ad , , Lillm-n-
K )RAULICISMARE
T
1 1 CkSS CONNECT ON'
IMPACT $
f0m,
"OTIC0 AjjL CONCRETE P0141%�SAND FOOTINGS MUST,SE INSPECTED 1300111E POUAf
No
PERMIT VOID SIX MONTH'S AFTER DATE OF ISSUE
'OT-SE PLACED IN PUBLIC$PACE,AND MU
RUBBISH AND DEBRIS*AOM THIS WORK MUST ts!
AY 13Y EITHEO'tONTRACTOR OR OWNER -
EkRE6,UPAND HAULE0,AW
-'0
WITH, TH EWC HANICS"ILI -LAWCAN Af
""al"T"6 10*6� EN is -T
PERTY OWNER PAYING'TWIC MING IMPROVEMENTS.
Us, COMING TO-APPROVED PLANS WHICH ARE,-PART OF THIS'.PEAMIT AND SUBJECT TOAEVOCATION FOR
- ,0 N Of.APpLjcA6LE PROVISIONS OP LAW.
I �i�!46 -'�—m I e,
..............
:ATLANTI,C R , W0000000 000000000 $10.97 7
od _11 or, *01
By.
11 03' '94 13: 19 ALL AMERICAN SLRVEYORS 2475805 NO. 814 IP02
MAP SffO)FfjV6! B01INDWRY SURVEY OF
LOT (03 - - - BlO6Z---=—AS SHOYN ON MAP OF
�964,-VA4 "-R2�E " - 41AIlr -r"10
AS RECORDED w PiAr sooK gg.- PAors 27 As!,q or rHE cuRRLrtvr Pusuc Wows OF DuvAL co. FLA.
InE / saeq c
CERrInED ro.._�M/U 1,9M 6. j -9,QM,0Z,9 4. z)vFc,y/ &mmoAiweqtr# t-Amo 7 M
7'--d IQA/
MF 7
,C amPAV Y 009 77ONS APAPO&ar,
0etc.,4N01XL,Ar JJNI;r
42
V
8 1994
20 yqding ,*d Zoni g
z
�o
tv 14)
e'q-4al
v
4r
it -'aff,
"4P'
Ov 4>
A
Its,
'PIr
Ato
it-It .
flo
D A T E:
FRL;-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
2,33 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECT1ON(S) HAVE BEEN MADE AND AkE
,S'ATISFACTORY
4- — )
-----------------
2,
----- ----------------------------- ------
-------------------------------------------------
---------------------------------------------------
-------------------------------------------------- --
Enclosed are the blue copies of the permits.
SI-N�RELY,
BUILDING INSPECTION DIVISIQN
cc : FILE
DATE: -
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY:
--------------------
-------------------------------------------------
-------------------------------------------------
-------------------------------------------------
-------------------------------------------------
Enclosed are the blue copies of the permits.
SINCERELY,
BUILDING INSPECTION DIVISION
cc :FILE
CITY OF
$00 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(904)247-SSW
FAX(904)247-5805
NOTICZ
TO: Water Department
FROM: Building Department
DATE:
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Number Addross
q0
Sincerely,
Building Departme
CITY OF
0
ATLANTIC BEACH N- '( 3357
FLORIDA
NAME-
4,5 ADDRESS Z FLO A/0
CITY— Z
When Signed, Dated and Numbered, This Becomes an Clffiot*tt�geWWki�;cK) $1':.00 74
j
Received Pay 9114/34 02 ikat; 008IT"'S
MAKE CHECKS PAYABLE TO WK'S 9736
CITY OF ATLANTIC BEACH, FLORIDA TREASURER
CITY OF
AW49t& &4d 74UV4
900 SEMINOLE ROAD
ATLANTIC BEACH,FLADRWA 32233-5445
TELEPHONE(9(M)247-SM
FAX(904)247-5805
NOTICE
TO: Water Department
FROM: Building Departvwnt
DATE:
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Number Address
D 7
-40
Building Department
11947
DEWITMENT OF BUILDING
TLANTIC BEACH
CITY OF A
--- PERMIT INFORMATION ------- ------- LOCATION INFORMATION
Permit 11947 Address: 2050 DUNA VISTA COURT
'NwAbir:
Permit I Ty_,pe:UTI`LITIZS ATLANTIC BEACH, rtORIDA32233
----------
Class of ' Oork:NEW --------- LEGAL DESCRIPTION
Constr,. Ty'p*:WOO',D_FRAM'k Bllock*, Lot : 63 Twp: 01
Soc Rnq.i 0
Prppo tion. 0 Subd'o
Dwellings': 1 Su,bdivision:SZLVA NORTE UNIT TWO
0
0
I mprov:, ","C" t : 0100 ,
Tvtjal�, 595.00
$95.00
VOL ,
ON METEX!
kme wom
ZES ----------
APPLICATION F
ION
RA DUFFEY PERMIT,
Addri
AD #1001,
06
L � 221�3 I
A ltv
WATER METZR/TAP
%0.00
RADON GAS H,R. S.
PORKAt ------ RADON CAB
Addr�: SEWER TAP,
CROSS CONNECTION 35.00
Zxp: SEC H IMPACT FEE
SCHARGZ/AT CHI .
vp
NOTICE ALI,CONCRETE FOR�,4$,AND FOOTINGS MUST Of.INSPECTED BEFORE POURINO
PERMIT VOID SIX.MONTHS AFTER,DATE,0F I§SUE
BUILDING MATERIAL.RUB%SH AND DEBRIS FROM THIS WORK MUST NOT.BE PLACED,IN PUBLIC SPACE,AND MUST BE,
CLEARED UP AND HAULED AWAY BY 4 Et,
THER CONTRACTOR OR OWNER
CAN
FAILOWIV,COMPLYWITH THE MECHANIVO.UEN LAW T IN
RESUL
FAYINGTWICE FORTHE BUILDING IMP MMENTS
THE 0-A 01PERTY OW R
119SUED ACCORDING4 TO APPROVED PLANS WHIC14 ARE PART OF THIS PER
MIT.ANqhyBf e;�TO REVOCATI(W."t
TION Or-,APPLIQ NS OF,LAW,
VIOLA
ABLE PROVISIO CHiCKS
9BE
f4k 66595 2.y
TLANTIC BEACH BUILDING DtFA NT
A
6"L 154
r'__wpe904 303cl
Apo
ADDRE S S
BUILDING PERMIT NUMBER—
INSPECTIONS: FOOTING 6-- 2- -
UNDER SLAB PLUMBING -iy
SLAB -5-- /7-9-1
FRAMING -7 ;Z 0
COVER-UP 7- o
INSULATION -7-g-7-92-
FINAL BUILDING 9 - 0 9 _'9
CERTIFICATE OF OCCUPANCY.
ELECTRICAL PERMIT # op 5.12 y - 7-p
INSPECTIONS ROUGH
FINAL 2-
MECHANICAL PERMIT #
PLUMBING PERMIT #
NOTES:
..........
.......... .. ...........
Tertiftrate of
Titu of
Atlantic &UC4 — 3410riba
Bepartment of "Buiffino Inspution
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use For the following.
Use Classification SiWyle
Bldg. Permit No.
Group W.fralffl�-I- Type Construction Fire District Atlan',1C Beach
gWL11,alp �14
.L & '3 a r Ista Court
1dre, 1),U
Owner of Buildin s
FL 32'-133
Buokfipp Address 2050 Dun,-'i Vj-St�l (,t- L...ljty-Atia',!t-TC 13'�-t
By:
Off iciall Date:
POST IN A CONSPICUOUS PLACE
------------- -----------------------