HomeMy WebLinkAbout10608 PINE CONE LN PAPERWORKGALE iu : ^01 N .v.�� p
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Environmental Health
Site Plan Approved For Construction Supersedes All Previous Site Plans For
OSDS # `//v6 �?- 25ao
F L.00 c ZOO c ; N X I I Reviewern551 �
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SURVEYOR' S CERTIFICATE LEGEND:
IAND IS TRUE AND HEREBY CERTIFY THAT THIS SUZIVEY MAP IS PER RECORD DESCRIPTION ■ • FOUND CONCRETE -MONUMENT I'I
AS. SURVEYED IN THE RFIELD. CT
THEI FURTHER C I RT I FYBEST OF MY LTHAT THIEDGE S SURVEY O • SET RON RODO
OAND CAP
C014PL I ES WITH THE M I N I MJM TECHNICAL STANDARDS SET FORTH IN NUMBER 4572 CHAPTER 61%17-6 BY THE OR OARD OF LAND SURVEYORS PURSUANT - CENTER LINE fi R ® �� REPASS
L�
TO SECTION' 472. 027 A ES, AND THAT THERE ARE NO ABOVE FFE • FINISH FLOOR ELEVATICN RE AS
GROUND ENCROAC I HER N SHOWN. • TYPICAL ELEVATION
PSM - PROFESSIONAL SUIIVEYOF AND LAND SURVEYING MAPPING Pf
BY: MAPPER
DATE: _ ��' R/W -RIGHT-oF MAY 705 BUCK-HENDRY WAY
PC - POINT OF CURVE P. D. BOX 3424
PROP'ES51O SURVEYOR AND WAPPER D DELTA ANGLE 3 STUART. FL 34995 SI FLOP I D G I STRAT ION • 4572 A •ARC LENGTH
FREO . `REPASS P. S. M. PH. ri61) 692-3827 FAX (561) 692-9529
I
LOCATI13N MAP
21
LEGAL DESCRIPTION
1
LOT 3 PINE HOLLOW UNIT 1 ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 27
PAGE 11-11A PUBLIC RECORDS OF ST. LUCIE
COUNTY,FLORIDA. SAID LANDS LYING IN ST.
LUCIE COUNTY,FLORIDA.
STREET ADDRESS: - PINE CONE LANE
SURVEY NOTES:
i.NOT VALID UNLESS SEALED WITH AND EMBOSSED
SURVEYOR'S SEAL
2.LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS -OF -WAY, EASEMENTS OR OWNERSHIP.
3.1-AND DESCRIPTION HEREON WAS PROVIDED BY '
THE CLIENT.
4.BEAR LNGS SHOI� N HEREON ARE BASED ON THE '
4E. O F r1 CGOI # [- L:AW 6 A� P.L.A1Ti_ = '
S. THIS SURVEY NOT TO BE USED FOR FENCE, ;:,:=: ;•
INSTALLATION SPRINKLER SYSTEMS, SHRUBS
OR ANY OTHER UTILITIES WITHOUT RE -
VERIFICATION OF PROPERTY CORNERS.
S.ELEVATIONS SHOWN HEREON ARE BASED UPON-
. A,1�5=-v M EIP PAT0\1
CERT I F I ED TO:
JARBOE
BANKERS DIRECT MORTGAGE CORPORATION,
ITS SUCCESSORS AND/OR ASSIGNS
BDR TITLE,INC.
FIDELITY NATIONAL TITLE INSURANCE CO.
NATIONSBANK N.A.(SOUTH)
FOLEY & LARDNER
MERCEDES HOMES.INC. CDS# 0948
PLA1 L
2ARED ON THE ORDER OF:
1�G�oEs
E. II IJ 3D DWG BY: FILE 10.
WALE
I
I o1
Q
IN
FI--DOD LOWE,�:IIX` _.-_
PAO E:LI IICOI1O F.
SURVEYOR'S CERT I F I C
I. HEREBY CERTIFY THAT THIS SU=
AND IS TRUE AND CORRECT T3 THE
AS. SURVEYED IN THE FIELD. I
COIAPLIES WITH- THE MINIMAM -1
FRO Fig -
UELL,
Ifi
it:
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OT 9 '
gun v,�.ug r 1 1u1tt, AND THAT THERE ARE NO ABO
GROUND ENCROACHME AV SHOWN.
BY" DATE:
PROFESSIONAL VEYOR AND MAPPER
FL13RIDA REG RATION 04572
FRED N. R ASS P. S. M.
ON ■ • FOU
EF • • FOU
EI N ' NUN
NT rt • CEN
VE FFE YP
PSM T• PRO
R/N - MAP
RIG
PC • P01
D • DEL
A - ARC
1:
IETE.MONUNENT
0 AND CAP
AND
12: 25c1�
III 551
0 �-2 1
T
I'll
FIELQ WoRy.. _�oMPL�ED-.;c��2a
FRED R. REPASS
LAND SURVEYING & MAPPING
708 BUCK-HENDRY WAY i
P.O. BOX 3424
STUART, FL 34995
PH.'f,561) 692-3827 FAX (561) 692-9529
___ W _ .71ON MAP
LEGAL DESCRIPTION
LOT 3 PINE HOLLOW UNIT 1 ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 27
PAGE 11-11A PUBLIC RECORDS OF ST. LUCIE
COUNTY,FLORIDA. SAID LANDS LYING IN ST.
LUCIE COUNTY,FLORIDA.
STREET ADDRESS: PINE CONE LANE
SURVEY NOTES:
L NOT VALID UNLESS SEALED WITH AND EMBOSSED
SURVEYOR'S SEAL
2.LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS -OF -WAY, EASEMENTS OR OWNERSHIP.
3.LAND DESCRIPTION HEREON WAS PROVIDED BY
THE CLCGIENT.
D
4,OF f but-:6O(.}NL; LAI �t✓ A�pEATiT3z HE
5.THIS RVEY NOT TO BE USED FOR FENCE
INSTALLATION SPRINKLER SYSTEMS, SHRUBS
OR ANY OTHER UTILITIES WITHOUT RE -
VERIFICATION OF PROPERTY CORNERS.
& ELEVATIONS SHOWN HEREON ARE BASED UPON
CERTIFIED TO:
JARBOE
BANKERS DIRECT MORTGAGE CORPORATION,
ITS SUCCESSORS AND/OR ASSIGNS
BDR TITLE,INC.
FIDELITY NATIONAL TITLE INSURANCE CO.
NATIONSBANK N.A.(SOUTH)
FOLEY & LARDNER
MERCEDES HOMES.INC. CDS1 0948
�iTC- FLAIL
CARED ON THE ORDER OF: ,
Mgz��p�S
_E: II IJ w DWG BY: F I L.L. NO.
ARA . - 9.o --;!DOC.0
COA
vA
0
r
x
0
FRO Fcrvro
44
15' �A�EI�fE�fii I -
_ i
�1 }- -l) --- -- I
221 - g
cp Vic{ ` Clk
23'-.,
i -
A2nro :
n^V'�
5
f-
o
R
atl' �ERfrrp) LEGAL DESCRIPTION
LOT 3'PINE HOLLOW UNIT'1 ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 27
PAGE 11-11A PUBLIC RECORDS OF ST. LUCIE
R,r�"I- COUNTY,FLORIDA. SAID LANDS LYING IN ST.
a '03'gvlll LUCIE STREETCADDRESSLORIDA• PINE CONE LANE
.
SURVEY NOTES:
1.NOT VALID UNLESS SEALED WITH AND EMBOSSED
SURVEYOR'S SEAL
2.LANDS SHOWN HEREON WERE NOT ABSTRACTED
(n + FOR RIGHTS -OF -WAY, EASEMENTS OR OWNERSHIP.
"i 3. LAND DESCRIPTION HEREON WAS PROVIDED BY
THE CLIENT.
4.BEAR S SHHEREON ARE BASED ON THE
- .¢,oar-�
rr�oO N AevpLA
V 5:THIS URVEY NOT TO BE USED FOR FENCE
INSTALLATION SPRINKLER SYSTEMS, SHRUBS
OR ANY OTHER UTILITIES WITHOUT RE -
VERIFICATION OF PROPERTY CORNEAS.
/ ELEVATIONS SHOWN HEREON ARE BA'3ED UPON
MOD . PATS'(
C CERTIFIED T0:
--- JARBOE
BANKERS DIRECT MORTGAGE CORPORATION,
`J
pal 1��. #:IZIII�I lOG��I�l 9•21 ITS SUCCESSORS AND/OR ASSIGNS
-- I I �e -- BDR TITLE,INC.
SURVEYOR'S CERT I F I CAT I I I I I� ���G��� �3�L' ID FIDELITY NATIONAL TITLE INSURANCE CO.
LEGEND: o NATIONSBANK N.A.(SOUTH)
I. HEREBY CERTIFY. THAT TH I " EY AP I S PER RECORD DESCRIPTION ■ • FOONO CONCRETE.NONONENi I� I - I WAR` 1�_ �; _ FOLEY & LARDNER
AND IS TRUE AND CORRECT = S7 OF MY KNOWLEDGE AND• BEL I EF - fOONO IpON p00 C AS. SURVEYED IN THE F D I UgTHER CIRTIFY THAT THIS SURVEY O •SET :pON pOD ANO CAP r I ---G01�PL�E ��gl:( h-5 MERCEDES HOMES.INC. CDS. 0948
COMPLIES WITH TH I JM ECHNICAL STANDARDS SET FORTH IN NUNBER NRO
4672
CHAPTER 616-17-6 T FL3 A BOARD OF LAND SURVEYORS PURSUANT • CENTER LINE F R E ® E. REPASS
TO SECTION 472 7 RID A HATUTES, AND THAT THERE ARE NO ABOVE FIFE •FINISH FLOOp ELEVATION
GROUND. ENCRO M OiH THAV SHONN. • TYPICAL ELEVATION
��� PSM • PROFESSIONAL SNIYEYOF AND LAND SURVEYING S MAPPING PREPARED ON THE ORDER OF: 0
DATE: R/N .
BY: MAPPER
706 BUCK-HENDRY WAY
PR S I D AL- SURV OR 4ND MAPPER PC • POIN- OF CARVE P. O. BOX 3424 l I I �G�� �S H orb
FLORIDA REG I STR ION • 4572 0 • DELTA ANGLE
FRED N. REPASS S.M.A • ARC LENGTH STUART, FL 34995 SCALE: II I DWG BY: / FILE N0.
. PH. 561) 692-3827 FAX (561) 692-9529 I = 30
L OT 9 _ -vAGAOT'
m•
m. �r
FIN u
. . . .........
LOCATION "MAP
r f
15, E: '4�:�Hod-T
Ln
go,
FRO RXVW
9
chi 5,g 7
�15 LEG DESCRIPTION
LOT 3 PINE HOLLOW UNIT 1 AC ORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 27.
PAGE 11-11A PUBLIC RECORDS OF ST. LUCIE
- K1 COUNTY,FLORIDA. SAID LANDS LYING
IN ST.
il LUCIE COUNTY,FLORIDA.
CA Q 1
.0 1 STREET ADDRESS: PINE CONE LANE
14
SURVEY NOTES:
LNOT VALID UNLESS SEALED WITH AND EMBOSSED
In SURVEYOR'S SEAL
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED
L FOR RIGHTS -OF -WAY, EASEMENTS OR OWNERSHIP.
3. LAND DESCRIPTION HEREON WAS PROVIDED BY
THE CLIENT. ARE BASED ON THE
4. BEARPqaE SH(ffl HEREO
A1�7
_ -- :. ._5, ___ . _ __. O r S;THIS SURVEY NOT TO BE USED FOR ENCE
INSTALLATION SPRINKLER SYSTEMS, SHRUBS
O� - RAC51e
VERIFICATION OF PROPERTY CORNERS.
OR ANY OTHER UTILITIES WITHOUT RE-
6.ELEVATIONS SHOWN HEREON ARE BABED UPON
J� OT \/Ac,,AQ
M. NP ; PATUM
CERTIFIED TO:
RBOE
Re\ji/;29v pRi\jG;-v_KYq 1g.4 leis OCT 2 98
F �O 6,11 X 1 Ja�l NKERS DIRECT MORTGAGE CORPORATION,
PAWA 1"�- r,,p I--./ F, WA-f
1�_Ihico I S SUCCESSORS AND/OR ASSIGNS
OF com u 411
V LOPM TB R TITLE, INC.
LA/�k / i; JL� eZ' It-, A,� L,/ I Irific 1�1. 1-1
RA
TCL�:
X
ART STOVER PLUMBING
1494 Village Green Dr.
Port St Lucie, FL 349S2
$PljYlaY
W W
[J
4
L
u
QSS
os bill
PERMITTING COPY
CDS# :.
,'"
S
SPACE COAST TRUSS INC.
ROOF & FLOOR SYSTEMS
AUGUST 10, 1998
Mercedes Homes, Inc.
1640 S.W. Biltmore Street
Port St. Lucie, Fl 34984
Subject : Truss Engineering Specifications
Job ID : PSL-0948
Location% EMERALD ISLE `C'
Please find attached:
1. Reaction/Uplift Summary Sheet(s)
2. Truss Placement Diagram(s)
3. 28 Truss Engineering Specification(s)
900 COX ROAD
COCOA, FL 32926
(407) 633-7511
FAX 633-7544
This cover sheet will serve as a blanket certification for all the
attached items under chapter 21H-23, section 21H-23.002 of the Florida
Department of Professional Regulation. The items are enclosed in a sealed
binder which inhibits tampering. Should you have any questions concerning
this engineering please contact me at 407-633-7511.
Steve,,Kastner
Professional -Engineer
Reaction Summary
900 COX ROAD
mercedes homes
Job Number:
COCOA
P_hone:A07-633-751-1-Eax:-407_,633-75
EMERALD ISLE'C'
Page: t
Date: -1998
CDs# Block No:
i
psl-00948
Project ID: s1-
Model: Lot No:
Contac • Site• Office•
Deliver T0:
110 MPH WIND LOAD
Account No:
Designer: WAYNE
Salesperson:
Name:
Phone:
BLOCK
37LB TOTAL LOAD, 17
Quote Number:
Profile:
Qty:
Truss Id:
Span:
Truss Type:
Slope:
Reactions:
Joint Joint Joint
4
BJ1
1-0-0
ROOFTRUSS
6.00
121 tbs. 46 lbs. 10lbs.
6 tbs. each
0.00
-181 lbs. -6 tbs.
Joint Joint Joint
2
CJ3
4-2-16
ROOFTRUSS
4.24
378 lbs. 166 lbs. 67 lbs.
16 lbs. each
0.00
.323 tbs. •138 tbs.
Joint Joint Joint 15
1
GR6
27-4-0
ROOFTRUSS
6.00
83 tbs. 14451bs. 3411 tbs.
162 tbs. each
-3.17
-231 lbs. -782 tbs. •1645 tbs.
(1)2-Ply
Jointl Joints
2
GRA
10 - 0 - 0
ROOFTRUSS
6.00
3622 tbs. 36221bs.
52 lbs. each
2X412x6
0.00
.2294 lbs. -2294 tbs.
Joint Joint
1
H34
7 -4 - 0
ROOFTRUSS
6.00
733Ibs. 733Ibs.
32 lbs. each
0.00
-452 tbs. 452 lbs.
Joint joint Joint
2
J3
3-0-0
ROOFTRUSS
6.00
177 lbs. 75 lbs. 28 lbs.
11 lbs. each
0.00
-176 tbs. .81 lbs.
Joint Joint
5
J5
4-8-0
MONO
4.70
278 lbs. 162 tbs.
20lbs. each
0.00
303 lbs. •138 tbs.
Joint Joints joint Joint
1
M9
6-4-0
MONO TRUSS
6.00
166 tbs. 46 tbs. 100 lbs. 213 tbs.
31 lbs. each
0.00
.145 lbs. -58 lbs. -95 lbs. .183 lbs.
Jointl Joint9
2
s1
41 - 4 - 0
ROOFTRUSS
6.00
1573 tbs. 1581 lbs.
211 lbs. each
2.75
.907 lbs. -1019 tbs.
Jointt Joint9
1
S1GE
41 -4 - 0
ROOFTRUSS
6.00
15731bs. 1581 lbs.
259 lbs. each
2.75
•9071bs. .1019 lbs.
Joint 1 Joint 16
1
S1 S
41 - 4 - 0
ROOFTRUSS
6.00
1484 tbs. 1484 tbs.
231 lbs. each
2.76
-841 lbs. -867 tbs.
Joint 1 Joint 10
2
S1SA
38 -11 - 0
ROOFTRUSS
6.00
1430 lbs. 14301bs.
253lbs. each
2.75
.841 lbs.-867lbs.
joint Joint
4
S2
31 - 8 - 0
ROOFTRUSS
6.00
1223 lbs. 1223 lbs.
155lbs.each
_
2.75
.8051bs. .8061bs.,
Joint2 Joint Joint 14
2
S2A
31 - 8 - 0
ROOF TRUSS
6.00
197 tbs. 875 tbs. 1457 lbs.
169 tbs. each
2.75
353 tbs. .601 lbs. -1090 tbs.
-2
Joint Joint 11 Joint 12
12
S2S
31 - 8 - 0
ROOF TRUSS
6.00
264 lbs. 1016 lbs. 5741bs.
143 lbs. each
2 75
3851bs. -1037 lbs. •3451bs.
Joint 2 Joint 12 Joint 13
1
S2SGE
31 - 8 - 0
ROOFTRUSS
6.00
265 tbs. 10081bs. 6981bs.
181 lbs. each
2.75
427 tbs. -996 tbs. -553 lbs.
Joint2 Joint4
2
S5
11-0-0
ROOFTRUSS
6.00
458Ibs. 458Ibs.
40 lbs. each
3.17
-349 lbs. .349 lbs.
Jointl Joint 1
3
S5A
11 - 0 - 0
SCISSORS
6.00
3971bs. 458Ibs.
391bs. each
3.17
-238 tbs.-349lbs.
Joint Joint 11
8
T1S
38 -11 - 0
ROOFTRUSS
6.00
1531 lbs. 1468 tbs.
2681bs. each
2.75
-932 tbs. -848 tbs.
Joint2 Joint20 Joint2l Joint 22 Joint 23
,
1
T1SGE
38-11-0
ROOFTRUSS
6.00
220 lbs. 95 tbs. 171 lbs. 141 lbs. 161 lbs.
lbs. .147 tbs.
325 tbs each I
I
1
0.00
.131 lbs. -91 lbs. .181 lbs. -111
/
SPACE COAST TRUSS, INC.
To:
900 COX ROAD
Bea -don Bea-don
Summary
COCOA
mercedes homes
JUU IV UIIIUCI.
On"07-633-7-1;11—EaX:..407
633_7
EMERALD ISLE'C'
Page: I
Date:
2
08-10-1998
CDs # Block No:
Model:
Lot No:
Project ID:
psi-0948
Contact:
Si
Deliver To:
110 MPH WIND LOAD
Account No:
Designer.
WAYNE
Name:
Phone:
BLOCK
37LB TOTAL LOAD, 17
Salesuote
Fax,
Number.
I entative Delivery Date'
Profile:
Qty:
Truss Id:
Span:
Truss Type:
Slope:
Reactions:
1
T3
7-4-0
KINGPOST
6.00
Joint
734 lbs.
Joint4
734 tbs.
30 lbs. each
0.00
453 lbs.
453 lbs.
4
TB
20 -11 - 4
ROOF TRUSS
6.00
Joint 5
764 tbs.
Joint 8
764Ibs.
115 lbs. each
-3.17
.377Ibs.
•537 tbs.
10
T9
29 - 4 - 0
ROOF TRUSS
6.00
Joint
11361bs.
Joint
1136 lbs.
1341bs. each
0.00
-755 tbs. .765 tbs.
1
T9A
29 - 4 - 0
ROOF TRUSS
6.00
Joint 2
1123 lbs.
Joint 6
1061 lbs.
1
132 lbs. each
0.00
-7461bs.-6341bs.
I
1
T9GE
29 - 4 - 0
ROOF TRUSS
6.00
Joint 2 Joint 16 Joint 18
166 lbs. 166 lbs. 172 lbs.
'Joint 19 Joint 20
'140 lbs. 151 lbs.
171lbs.each
0.00
-85 tbs.-851bs.-122lbs.
-126 tbs.-120lbs.
2
TA
38 tbs. each
10 - 0 - 0
ROOF TRUSS
6.00
0.00
Joint Joint
421 lbs. 421 lbs.
-328 tbs. .3281bs.
1
TB
7-8-0
ROOF TRUSS
6.00
Joint Joint
360 lbs. 360 lbs.
41 lbs. each
0.00
.309 lbs. -309 lbs.
1
TC
3-8-0
ROOF TRUSS
6.00
Joint6 Joint
209 lbs. 209 tbs.
30lbs. ea
0.00
-212 tbs.-2121bs.
I
4- 1 O-
0
I
rI
I
00
n
0 0
1 1
d 00
I I
10 18-0-0 N)
n
I
29-4-0
29-4-0
Cocoa, Florida 32926 SPECS I
dab: PSL-0948
I10 MPH WIND LOAD
171R TOTAI IOAR . I." -.
-t-oa I t-ao
1-(10 1-0-0
1
O
LOADING (pps((�1
SPACING 2-0-0
CSI
DEFL (th) (100)
M)
Vdeil
PLATES GRIP
TCLL 20.6
Plates increase 1.25
TC 0.16
Vert(LL)) -
Na
M20 2491190
TCOL 7.0
Lumber Increase 1.25
I
BC 0.01
VH6V ) 0.01 1
>999
BCLL 0.0
Rep Stress Ina YES
WB 0.00
Hoa{TL) 0.00 3
Na
BCDL 10.0
Cade SBCIANSI95
(Matrix)
Min Length I LL dell -999
Weight: 511,
LUMBER
TOPCHORD 2X4SYPNo.3
BRACING
TOP CHORD Sheathed.
BOTCHORD 2X4SYPNo.3
BOTCHORD Rigid ceiling directly applied or 0.11-6 on center
bracing.
REACTIONS (Ibis") 3=510.2:0, 2=121104-0, 4=9/0.2-0
Max Ho¢ 2=84 load case 4)
1), 2=180(laad wse 4)
Max U rM3=S(load case
Max rev3=46(load wse 3), 2=121(load wse 1),
4=9(load wse 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=23,2.3=27
BUT CHORD 24=0
2)
4)
5)
1-1995 critede.
at)oml(s) 3, 4.
capable of withstanding
0
N99
N99 YPe
Y CEDE
PSL-0948
C13
ROOF TRUSS
2
7
1-S L2-15
LOADING ( spp SPACING 24)-0 CSI DEFL (In1 (12=� Vdell PLATES GRIP
TCLL �0.0 Plates 1.... 1.25 TO 0.44 Vetl(LL) 0.0 2 >999 M20 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.19 Ved(TL) 0.04 1-2 >494
BCLL 0.0 Rep Suess Ina YES WB 0.00 Ho2(TL) -0.00 3 Na
BCDL 10.0 Cade SBC/AN5195 (Matrix Min Length /LL dell Weight 151b
LUMBER BRACING
TOPCHORD 2X4SYPNo.3 TOP CHORD Sheathed.
BOTCHORD 2 X 4 SYP N0.3 BOTCHORD Rigid ceiling directlyappfled a403 on center
bracing.
REACTIONS (Iblsize) 3-16610.2-0, 2=378108-0, 4-67a2-0
Max H" 2=155(load was 3)
Max Upl'dt3=737(load wse 3), 2=-322(load case 3)
FORGES ((Ib -First Load Case Only
TOP CHOR� 1-2=25, 23-43
BOT CHORD 24-0
NOTES
1) This buss has been designed for the wind loads generated by 110, mph winds at 158 ebove
m�d level using 6.0 osf too chord dead load and 5.0 psf bottom chard dead load, 1 mi
5)
61
the
as exist they are not exposed 10 wm0.
increase is 1.60
o bearing plate al)olnl(s) 3.4.
o bearing plate capable of withstandmg
criteria.
designer must review loads to ver4Y
e
N99
Ns9 ype
y
PSL-0948
GRS
ROOF TRUSS
1
1
24a0
-1-0p e4o I toad I 1s11-x I n-t05 I xta-tt zt-�7 I n4a
,aa e+o s1w 4,tx �t,a s11z sas at•u s4a '
bbB
iiin i x� Jaa.
Y4a
PON m2,11��I"00
1 ,s ,{ ,xI 12 1,
2x411 Y9= Y4= 1 Y4o W 10
- 19x4 n a. ;
3.17112
o;u 114a I ,oaa I 1s1t-z I nnos I x1.a7 l n4a
010 eao a-a0 a11.3 att3 111-2 S&B '
a e ae s ge
LOADING(ps0 SPACING 2-M CSI DEFL (th) (loc) Utleg PLATES GRIP
TCLL 20. Platea Increase 1.25 TC 0.80 Vert(LL) 0.277 IJ% >911 M20 2491190
TCDL 7.0 Lumber Incase 1.25 BC 0.98 VenfILI -0.3411-12 >724
SCLL DO Rep Stress Ina YES WB 0.93 Mors(TL) .0.09 15 Na
BCDL 10.0 Code SSCIANSI95 (Mafdx) MN Length 7 LL dell=480 Weight 163lb
LUMBER BRACING
TOPCHORD 2X4SYPNo.1D'Except• TOPCHORD Sheathed or2-S3 on centerpudin spacing.
BOT CHORD 24-9 X2 SYP NYo20.2 BOTCHORD Rigid calling directly applied or3-1-2 on center
WEBS 2 X 4 SYP No.3 WEBS 1Row at mldpt 4.16, 5-14
WEDGE Lem 2 X4 SYP No.3
REACTIONS (lb/size) 9=1445M.", 2=-70104-0,15=341110-0-0 (input 04-0)
MM Hors 2=315 load rase 2))
Max UPIt89=781 load case 4), 2=230(load case 6),15=1644(load ease 4)
Max Crev2=83(had case 6). 15=3411(load case 1)
FORCES Ib- First load Case Only
TOP CHO 1.2=23, 23=1475, 3.4=1453, 4-5=-089, 55=1413, 6.7=2422, 73=-0182, 8.9=-0521
BOT CHORD 2-17=1164,16-17-1143, 15-16--=5, 3-16=505, 14-15=-36, 13-14=1179, 12-13=2094, 11-12=3718,
10.11=4005,940=4009
WEBS 14-16=476, 4-16=2688, 4-14=1380, 5-14=-1414, 5-13=1123, 6-13=1217, 6-12=821, 7.12=.1755, 7-11.1125,
8.11-154. 8-10-114
6)
it above
1 mi
Of
7 ANSVTPI 1-1995 engte to gain
n9 surface.
nm9 plate capable of withstanding
plin atjoint 1 .
is.
designer must review, loads to
O
N99
Imes IYPO
y
PSL-0948
GRA
ROOFTRUSS
I
1
Z
2.114 5-0a ]a•1x 10+la
x-114 2a12 2a-12 2-114
4xa=
LOAOING(psfl SPACING 2-0O CSI I DEFL (UnI (toe) Udaft PLATES GRIP
TCLL 20. Plaleslncrear, 1.25 TC 0.28 VeR((LL)) OA066 77 >999 M20 2491190
TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) •0.07 7 >999
BCLL 0.0 Rep Stress Inv NO WB 0.56 Horz(TL) 0.02 5 Na
BCDL 10.0 Code SSCIANS195 Min'Lenglh I LL dell =480 Weigh: IDS to
LUMBER BRACING
TOPCHORD 2X4SYPNo.2 TOPCHORD Sheathed orb-Moncenterpuninspaung.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceilmg directly applied or 1044 on center
WEBS 2 X 4 SYP No.3 bracing.
REACTIONS (Iblslze) 1=3622/0-&0, 5=36221030
Max Horz 1=55(Ioad case 3)
Max UpIffi1=2293(load case 4), S=2293(lwd case 4)
FORCES (m) - First Load Case Only
TOP CHORD 1-2=5681, 23=40D4, 3-0=4004, 45=5681
SOT CHORD "-5061, 7.8=5061, 6-7=S051, 5E6 5061
WEBS 23=1680, 2-7=1798, 3-7=3470, 4-7=1798, 45=1680
NOTES
1) 2-pty Vuss to be wnnecetl together with 10tl Commorl(.148'k3� Nags a9 (allows: Top chords connected with 1 row(s) at
0-9-0on confer. Bottom chords conneced wiN2row(si)e10.I on center. Webs connected with l rew(s)at 0-9-0an canter.
2) This truss has been checked for unbalanced loading wntl8ions. 1
3) This truss has been designed for the wind loads generated by I10 mph winds at 15 ft above
ground level, using 5.0 pat top chord dead load and 5.0 PSI bottom Chad dead load;1 ml
4)
5)
use
able of withstanding
review loads to
O
o
Na5
Nee ype
y
y
PSL-0948
H34
ROOF TRUSS
1
1
1A0
1A0
a-0a
1-M
aA0
1A0
exe=
Sae=
O+o 2A0 fie 2A0 Oi-0
LOADING(psll SPACING 2-0-0 CSI DEFIL (in) (loc) Udell PLATES GRIP
TCLL 20. Plates Inoraw. 1.25 TC 0.27 VeM1(LL) 0.011 8 >999 M20 2491190
TCOL 7.0 Lumber lnQease 1.25 BC 0.33 VeM1RL .0.02 AS >999
BCLL 0.0 Rep Stress 1= YES WB 0.07 Horz(TL) 0.01 5 Na
BCDL 10.0 Code SBC/ANSI95 (Matra) Min Length f LL dell =48C Weight 321b
LUMBER
TOPCHORD 2X4SYPNo.2
BOTCHORD 2X4SYPNo.2
WEBS 2 X 4 SYP No.3
WEDGE Lek 2X 4 SYP No.3, Right 2 X 4 SYP No.3
BRACING
TOP CHORD Sheathed or 64}0 on renter pulfm spacmg.
BOTCHORD Rigid ceiling directly applied or 10"on center
bracing.
REACTIONS (Ibisize) 2=733104-0, 5=733104-0
Max Horz 2=-05(load case 2)
Max Upldt2=-051(Iwd wse 4), 5=-451(lwd wse 4)
FORCES (Ib) - First Load Casa Only
TOP CHORD 1.2=23, 23=-937, 34=776, 45=937, 5-0=23
DOT CHORD 2-8=759, 7A=776, 5-7=759
WEBS 3A=178, 4.7=178
and
y
mUls or
.d to wind.
Iwd(s).
bearing plate capable of withstanding
rderia.
no desamor must review loads to
O
N$s
Iruss type
PSL-0948
J3
ROOFTRUSS
2
1
-1A0 ti a -DO _
1Aa 1P0
h4_
LOADING(ps0
SPACING 2M
CSI
DEFL CM) (too)
Udell
PLATES GRIP
TCLL 20.
Plates lnorease 1.25
TC 0.19
Ven(LL) Ne -
We
M20 2491190
TCDL 7.0
Lumberinrrease 1.25
BC 0.06
Vert(TL 0.01 1-2
>956
BCLL 0.0
Rep Stress lrc YES
WB 0.00
Nda(TL) -0.00 3
Na
BCDL 10.0
Cade SBCIANS195
(Matrix)
Min LengthfLLdeB=999
Weight 111b
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOP CHORD Sheathed.
-
BOTCHORD 2X4SYPNo.3
BOTCHORD Rigid ceiling directlyapplied or2-94an center
bracing.
REACTIONS (@!size) 3�210-2-0, 2=177/O&O, 4=2810-2-0
Max Horz2=146 load case 4)
Max Upfdt3=-60(load wse 2), 2=175(load mse 4)
Max Grev 3=75(load case 5), 2=177(load case 1).4=28(load case 1)
FORCES ((b)- First Load Case Only
TOP CHORD 1-2=23, 23=22
BOT CHORD 2.4=0
5) This
ley are not exposed to wind.
s 1.60
plate al)o'int(s) 3, 4.
plate capable of withstanding
a
2-M - 4 o-1.Sr4'
LOADING (po l SPACING 232 CSI
TOLL 20. Pletea Increase 1.2TC 0.64
TCDL 7.0 Lumber lnaeasa 1.25 BC Q13
BCLL 0.0 Rep Strasa Ina YES WB 0.00
BCDL 10.0 Code SECIANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.3
BOTCHORD 2X4SYPNO.3
WEBS 2 X 4 SYP No.3
DEFL in) (lac) lids' PLATES GRIP
V.it LL) Na - do M20 2491
190
Vert 0.07 1.2 >378
e0.00
-
MinLgm/LdeliS! Na Weight 201b
BRACING
TOP CHORD Sheathed or 4-1.11 on center purlin spacing,
except erM vempala
BOTCHORD Riaitl ceiling direay applied or3-e-IS on tether
bracing.
REACTIONS (m/size) 2=27810-".4=16W-6-0
Max Hom 2=276(load case 4)
Max Uplif2=-3g2(loatl pose %, 4=137(load use 3)
FORCES (m) - Foal Load Case Only
TOP CHORD 1-2=19, 23-0, 3-0=-118
BOT CHORD 24=0
NOTES
1) This truss has been designed for the wind loads generated by 110 mph winds at 15 0 above
ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead bad, 1 mi
tram hurricane oceanfine, on an occupancy cat cry I, unddion I enclosed building, of
dimensions 45If by 24 It with exposure C ASCE 7.93 per SBC/ANSI951f end vertiuls or
unelevers exist, they are exposed to wind. If porches exist they are not exposed to wind.
The lumber DOL increase is 1.60, and the plate grip increase is 1.60
2 All plates are M20 plates unless otherwise Indicated.
3 Povide mechanical connection (by others) of Wse to boating plate capable of withstanding
302 Ib uplift at Dint 2 and 137 Ib upift et )out 4.
4) This truss has son designed with ANSVTPI I-1995 ailada.
MONO TRUSS
-top a+o
a a o
I.Srx II
1$111 n
6.mm
1Sri II
LOADING(.1sO SPACING 241-0 CSI DEFL (In) (loc) Wall PLATES GR1p
TCLL 20.0 Plates Increase 125 TC 022 Vert(LL) Na - Na M20 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.01 1 >999
BCLL 0.0 Rep Stress Ina YES W 3 0.05 Hori(TL) 0.00
BCDL 10.0 Code SSCIANSI95 (Metro) MOMLIth/LL dell =999 NaWeight 32 to
LUMBER BRACING
TOP CHORD 2X4 SYP No.3 TOPCHORD Shuthador680onunlerpuduspadng,
BOTCHORD 2X4SYPNo.3 I except end verticals.
WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 1-04 on center
OTHERS 2 X 4 SYP No.3 I bracing,
REACTIONS (I ass Hors 2�20(load case 486---412(load�canoi 1 I
MMax Uplift2-144(load use 2), 6=57(lud use 3), 6=-182(load use 3), 7-94(load use 4)
Max Grav6=46(load use 2), 8=213(load use 1), 7=100(load use 1)
FORCES (ro) - First Load Case Only
TOP CHORRD 1.2=23, 23-39, 3A=30, 45-16, 58=-20
BOT CHORD 28=0, 7-8=0, 6-7.0
WEBS 38=149, 4-7=-76
NOTES
1) All plates are M20 plates unless otherwise indicated.
2 Gable requires continuous bottom chord bearing.
3 Gable studs spaced at 2-0-O on center.
4 For studs exposed to wind, ses MITek "Standard Gable End Demir
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding
14411,upli t at'oint 2, 57Ib upl4t atflaint 6.182 lb uplift at Joint Sand 94 0 uplift atjoird 7.
6) This truss has an designed withANSVTPI 1-1995 criteda.
0
N99
N95
ES---EM
PSL-0948
Si
ROOF TRUSS
2
1
S10.1 118J 167-0] I 33i-0 {F}t9 2o-atl I ]Ss14 1L 43a-0
' slat ss] 51-9 sag 1-11-10 58.1 5-sd 11a3 1-04
sss=
6&5 1541 33i0 4-at 3bo-10 41J-0
s85 8813 ]415 1.11-1 66a 886
LOADING SPACING 2-0-0 CSI DEFL (in) (loc) Udell! PLATES GRIP
TCLL 20. Plates Increase 1.25 TC 0.94 Veda 0.78 12 >628 M20 249H90
TCOL 7.0 Lumber Increase 1.25 BC 0.83 Vert -0.9718-14 >509
BC LL 0.0 Rep Sbess Inc YES WB 0.90 Horz(TL) 0.66 9 Na
BC DL f0.0 Code SSCIANSI95 Min Length/LL call =480 Weight 212to
LUMBER BRACING
TOP CHORD 2X 4 SYP N0.2-Except- TOP CHORD Sheathed.
132 X4 SYP Noll). 7-102 X4 SYP No.iD BOTCHORD Rigid ceililgdbec*appliedor3.9-0oncanler
BOTCHORD 2X4SYPNo.1D'Excapl' bracing.
12-142 X 4 SYP Ne.2 WEBS 1Row at midpl 6-13
WEBS 2 X 4 SYP No.3
REACTIONS Qb/size) 9=1581/D6-0, 1-1519/06-0
Maz Hom 1-290(lo2d mse 3)
Mu
m Upli09=1018(ioad case 4), 1=906(load case 4)
Maz Grev 1-1573((oad case 7)
FORCES (Ib1- Fvsl Load Case Ony
TOP CHORD 1.2=-0785, 23=-4507, 3-0=3742, 45=-2795, 56=-2795, 6-7=3663, 7A=-0504, 8-9=-0785, 410=10
BOTCHORD 1-15=4331, 14-15=3893, 13-14=3304, 12-13=3303, 1 it 3943, 9-11=4330
WEBS 2-15=202, 315=396, 3.14= 622, 4-14=553, 413=628, 513=2291, 6-13=2030, 6.122096, 7-12=-587,
7-11=329. 8-11=204
o
N99
N95 Yj10
PSL47948
SiGE
ROOF TRUSS
1
1
i
a10.1 11eJ 16]-10 1 33J-0 �F0.10r0-11 I ]5-N4 I 411e 42�.0
' slat sas st-s sss 't-n-1n sat so-] sta3 too
se=
e.0o pr 5 Ls-,
LSp e
5.5.
5
tz
11 to8
53 LIc T 0 2
15 Z75 rr! $I 3.3�
]t4> 1
7-a15 1.11-10 68e
LOADING(ps0 SPACING 2-0-0 CSI DEFL (in) (loo) 8de0 PLATES GRIP
TCLL 20.0 Plales Increase 125 TC 0.94 Vert(LL) 0.78 12 >828 M20 249/190
TCDL 7.0 Lumbar lnaease 1.25 BC 0.83 Vat -0.97 73.14 >509
BCLL 0.0 Rep Stresslnc YES WB 0.go Horz(TL) 0.66 9 Na
BCDL 10.0 Code SBC/ANSI95 Min Length /LLde0=480 Weight 2591b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2'Except' TOP CHORD Sheathed.
1.32 X 4 SYP N0.7D. 7-102 X 4 SYP No.1D BOTCHORD Rigid ceiling directly applied or 3-9-0on center
E BOTCHORD 2 X 4 SYP No. 1 D'capl' bre.9.
12-142 X4 SYP No.2 WEBS 1Row at midpt 6-13
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib/size) 9=1581106-q 1-1519/06-0
Max Has 1290(load rase 3)
Mom Upl189=1018(lood case 4), 1-906(load case 4)
Max Grev 1=1573(load case 7)
FORCES Ib)- First Load Case Only
TOP CHOI 1-2=-0785, 23=-0507, 3-0=3742, 45=-2795, 56=-2795, 6-7=.3662, 76=-050Q 8-9-4765, 9-10=10
BOTCHORD 1-15=4331, 1415-3893,13.144304, 12-13=3303,11-12=3950, 9-11=4330
WEBS 2-15=202, 3-15=398, 3.14=522. 414=553, 413--828, 5-13=2291, 6-13=2030, 6-12=2095, 7-12=592,
7-11=325,8-11=-202 1-
o
russ
Wry
Fly
PSL-0948
SIS
ROOF TRUSS
1
1
510.1 S10.1 1SSI 5571-.913aSS] 1 23S1 ]511-0 2IV] 4i1-10SS3 SSI
&&-
&.Oohs 5 Le.
3XSq
51.
4
R
We
O S1eo
9
AS>
1
S5=
11
]1;
1 13 2.71 ill
.�
SMc
to
Sea
Us,
M5 1S}1 a+o N1 a-S10
]5-11-0
I1J-0
581 eS13 1 11 1.11-1 330
Sid
Ls a
LOADING (pss00 SPACING 2;% "St OEFL (In) (loc) le' PLATES GRIP
TCLL 20.0 Plates
bicrease 1.25 TC 0.62 Van LL) AS 14 >717 M20 2491190
TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert .0.7213-14 >643
BCLL 0.0 Rep Stress Inv YES WB 0.98 Hoa(TL) 0.61 18 We
BCDL 10.0 Code SBCIAN5195 (Matrix)
Min Length I LL den =480 Weight 232lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2*Except' TOPCHORD Sheathed or 2-7.10 on center pudin spacing,
13 2 X 4 SYP No.1 D except and verticals.
BOTCHORD 2 X 4 SYP 1,10.2'Except' BOTCHORD Rig id ceiling directly applied or 3.7-10 on center
1-142 X 4 SYP No.1D braurg.
WEBS 2X43YPNo.3
OTHERS 2 X 4 SYP No.3
REACTIONS I ize) 1-1430N-G-0, 16=143010.E-0
ax Hoa 1=513(load case 3)
Mm Up N=540(load case 4)), 16=-11WA(load case 4)
Max Grev 1=1484(load case 7), 16=1484(load case 3
FORCES D - First Load Case Only
TOP CHO 1-2=4603, 23=-0318, 3<=3494, 45=-2543, 5-0=.2464, 6-7-3234, 7-8=3313, 8.9=320, 10-16=.1430,
9-10=229
BOTCHORD 1-15=4144, 14-15=3646, 13-14-3032, 12-13-2855, 11.12=3189. 10-11=2508
WEBS 2-15=.232, 3.15=436, 3.14=547, 4-14=570, 4-13=533, 5.13=1929, 6.13=-1582, 6.12=1656. 7-12=271,
7-11-281, 8.11=505, B-10=2769
y
6) Bearing atjoint(s)1, 16
Continued on page 2
are not exposed to wend.
60
cenrantrated load(s).
ical web shall not exceed
SVTPI 1-1995 angle to
surface.
0
N55
NSstype
PSL-0948
S15
ROOF TRUSS
1
1
NOTES
7) Provide mechanical cannection (by others) of buss to bearing plate capable of withstanding 840 lb uplift atjoint 1 and 866 to
u Idtaljoint16.
8) This truss has been designed with ANSV PI 1.1995 criteria
O
'Ss
Nae ype
y
y
PSL-0948
S15A
ROOF TRUSS
2
1
o�ne�e�nu, ,n,i r r ,.�r,r �,�,enyva�vw ,e ruar rrrrren rrrvuaer r rr ,uurr wtl r �a.u,.Tr r.rw y
s10-1 1 t194 t 1a]-fa r. 1 n-}o ara-fo ao-lla t
slat ss2 s1•e 2-aa }ss s4-o afo-fo 44A
WIe=
z75 rr 2]4s acts= 2040 3x3= a]4=
eas 1 15-a-1 { �af�a I zz4a 1 also 1 ae-11-o
BBS ea-12 1]-ts }So aa4 ]-11.0
LOADING (psq
SPACING 24)-0
CS'
OEF((L
(I (bcl VdeB
PLATES GRIP
TCLL 2Z0
M20 249/180
TCOL
Comber lnvease 125
BC 0.99
I
VaM1(TL�
-0fi36375-1558 >700
BCLL 0.0
Rep Sfross Inv YES
WB 0.90
Horz(TL1
0.45 10 Na
BCDL 10.0
Code SBC/ANS195
Mtn Len9lh/LL
1
sell =480
Weight 254 It
LUMBER
BRACING
TOPCHORD 2 X 4 SYP NO2'Except'
TOPCHORD Sheathed a2.63 oncenter Wfgn spacing,
1-3 2X4 SYP No.1D
except end verticals.
BOT CHORD 2 X 4 SYP No.2
BOT CHORD Rigid ceiling directly applied a 130 on center
WEBS 2 X 4 SYP No.3'Except'
bracing.
6-142 X 4 SYP No.2, 6-122 X4 SYP No.1D
WEBS
IRow at mldpt 6-14, 6-12, 7-12, 7-11. 8-10
REACTIONS (Msae) 1=1430/04W, 10=143010-0-0
Max H. 1-513(load was 3)
Max Upldl=-640(load case 4), 10=-866(load case 4)
0
N33
N33 ype
y
y
PSL-0945
S2
ROOF TRUSS
4
1
slat 11414
17-0
taS10 2a412
2573 J11 a
1 slat ssa
stf4z �
f-n-fo afo-z
us salt ou
4.411
em(tz
ad-s 1 15O1 1 fasts 24114 1 a1-40
ae•s 6-0.12 4i-9 6&12
LOADING (IF
SPACING 243-0
CSI
DEFL (N) "co' vden
PLATES GRIP
TCLL 20.0
Plates Increase 1.26
TC 0.83
Ven(LL) 0.4455 13 >543
M20 2491190
TCOL 7.0
Llfmbar thvease 1.26
BC 0.82
Ven -0.a "'3 >670
BCLL 0.0
Rep Stress Inv YES
WB 0.52
Horz(TL) 0.38 9 Na
BCDL 10.0
Code SBC/ANS195
Min Length /LL sell =480
Weight 156m
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOPCHORD Sheathed or2S-15 on center pWin spacing.
GOT CHORD 2 X 4 SYP No.2
BOT CHORD Rigid ceiling directly applied or 4-2.6 on center
WEBS 2 X 4 SYP No.3
baling.
REACTIONS (lasae) 9=1223/03-0, 2=122310-6-0
Max Horz 2-277(load case 3)
Max Uplig9=-00 (load case 4), 2=-004(load was
4)
FORCES (Ib) - First Load Case Only
TOPCHORD 1-2=10, 23=3455, 34=3142, 4-5=.2303, 5-0=.2791, 6-7=2791, 7.8=3381, 8-9=3541, 9-10=10
BOTCHORO 2-14=3126, 13-14=2615,12-13=1882.11-12=2968, 9-11=3197
WEBS 3-14=251, 4.14=436, 4-13=-571, 5-13=612, 5.12=1634, 6-12=-157, 7-12=427, 7-11=26D, 8-11=-107
NOTES
1) This wss has
2 Thlslass has
5) pra
805
6)This
ier SBGANS195 IT am veacals or
exist, they are not exposed to wind.
35 angle to
of withstanding
o
ruw
rues
Y
RCEDES�EME
PSL-0948
S2A
ROOFTRUSS
SS
2
1
�-Op 4464 I ]-11-0 I tta I 1]a 11P8101 23512 I 2i]-s I N-60 a]�a�l
a 446e 30-8 }]J i11-13 1.11-f0 }ti3 ayB S-0-It to
4x4-_
coorI
]-11-0 ti}1 1&}10 I 2411.4 I a1a-0 _7
7-11-0 7+1 4Q-B SS10 84L4
LOADING(psQ
SPACING
2-0-0
CSI
DEFL (In) floc) yden
PLATES GRIP
TCLL 20.0
Plate. increase
1.25
TC 0.57
Ven(LL) -0.26 2-14 >349
-46
M20 249/190
TCDL 7.0
Wmberinvease
I
1.25
BC 0.53
I
Ved(TL) 2-14 >418
I
BCLL 0.0
Rep Stress Inv
YES
WB 0.52
HZ(TL) 0.12 9 Ne
BCDL 10.0
Code SBC/ANSl95
Min LengN/LLtle0=480
Weight 169 It
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.2
TOPCHORD Sheathed or 3-10.7 on center purl n spacing.
BOT CHORD 2 X 4 SYP No.2
BOT CHORD Rigid ceiling directly applied or 5-10-8 on center
WEBS 2 X 4 SYP No.3
bracing.%
OTHERS 2 X 4 SYP No.3
WEBS I=midpt 4-14
REACTIONS (Ib/ai3e) 9=87510-B-0, 14=1457N8-0, 2=114/0A-0
Max Harz 2=376(load rase 3)
Max Uplift 9=.6W(load came 4), 14=1089(load rasa 4), 2=352(load rase 4)
Max Gmv 2=197(load Sass 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=10, 23-525, 3.4=1005, 45=846, SE=-1435, 6-7-1435, 7-8--2083, 8-9=-2269, 9.10=10
BOT CHORD 2-14=-073, 13-14=404, 12-13=859, 11-12=1754, 9-11=2048
WEBS 4-14=-1902, 4-13=424, 5-13=218, 5-12=1101, 6-12=157, 7.42=-059, 7-11=304, 8-11=-154, 3-14=-0W
• I.1 r ..
-ROOF
TRUSS
-1V V228 11a I t7-0-0 I18S101 2}i7 2t , 31-0-0
410 410a i7-13 i11.13 1-11-10 4i10 &%b
4x4=
6.0 (II
Min
4.108 7+
LOADING(pspp
TCLL 20.0
SPACING
Pietas Increase
2-0-0
1.25
CSI
DEFL loc) Udell
Al0.24
PLATES GRIP
TCDL 7.0
Wmber lnrase
1.25
TC 0.45
RC 0.33
Vol, 2-it >367
Vert 0.22 2.71 >408
M20 2491190
BCLL 0.0
Rep Stress Ina
YES
WB 0.68
Hoi3{TL) 0.08 12 Na
BCDL 10.0
Code SBCIANS195
(Matrix)
Min Len9U1/LL clan -480
Weight 144m
LUMBER
B CING
TOPCHORD 2X4SYPNo.2
TOPCHORD Sheathed or6-" on centerpudin spacing,
BOTCHORD 2X4SYPNo.2
I except end vanira4a
WEBS 2 X 4 SYP No.3
-
BOT CHORD Rigid wiling directly applied or 74)-9 on canter
OTHERS 2 X4 SYP No.3
bracing.
REACTIONS Polslie) l l=10D9/OS", 2=258/08.0, 12=574/035
Max Upim11�10 (load rasa 4), 2= 1(1026 raze 2), 12=344(load ww 4)
Max Grav l l=1016(load wse 7), 2=264(load wse 5), ,12=574(load Sase 1)
FORCES r)- First Load Caw Only I
TOP CHONND 1-2=19, 243---219, 3-0=403, 45=542, 5i=a42, 6-7=692, 8-12=574, 7.8=-534
BOT CHORD 2.11=194, 10-11 W76, 9-10=487, 8.9=78
WEBS 4-11=-1060, 4-10=63, 5-10-93, 5.9=238, 6.9=-143, 7-9=510, 3.11=-069
0
N55
ruse IYPO
y
y
PSL-0948
52SGE
ROOF TRUSS
1
1
q-op 41a9
11d1
17-0-0
Ile'"a
2be7
20 40
24J I
31-0-0
I
1.Oa 4400
67-13
I
511.12
4x10J1'10
4e13
0-Fa2A0
S+0
6p01T1
H 7-114 J 153.1 1&S1a 1 24 I 31-bo
7-11-0 03-t 7013 42-V 41a6 7+
LOADING (MI) SPACING 230 CSI DEFL (in) (Ica) Well PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.50 Ve I LL) 024 2-122 >368 M20 2491190
TCDL 7.0 Lumberinaease 1.25 BC 0.32 Vert 0.22 2-12 >409
BCLL 0.0 Rep Stress Ina YES WB 0.69 Hors(TI-) -0.08 13 Na
BCDL 10.0 Code SBCIANSI95 (Matrix) Mn Length/LL defl=480 Weight 182m
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOPCHORD Sheathed ar6-0-0 on cenlerpurm spacing,
BOT CHORD 2 X 4 SYP No.2 except end verticals.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceding directly applied or7-3-14 on center
OTHERS 2 X 4 SYP No.3 bracing.
REACTIONS (Ib/size) 12=1001/0-6-0, 2=258M-8-0, 13-698103-8
Max Harz 2=fi43(load use 3)
Max Uprdl12=995(load case 4)). 2=A26(load use 2), 13=.552(lwd mse 4)
Max Grav 1 2=1008(loaduse 7), 2=265(load use 5), 13=698(lud mse 1)
FORCES V) - First Load Case Only
TOP CHORRD 1-2=19, 23--224, 3.4=403, 46=628, 56=608, 6.7=666, 76=52, 9.13=698, 7-9=652
BOTCHORD 2-12=199, 11-12=473, 10-11=472.9.10-33
WEBS 412=-1070,4-11=52,5-11-100,5-10=2D6,6-10=-126,7-10=527,3-12=473
Job
i Nss
Nss ype
Y
IY�IjMERCEDES-
PSL-0948
SS
ROOF TRUSS
2
1
-1-60 58-0 11-0-0 12-0a
1-0e Sea 59-0 1-0-0
44h_
LOADING(ppsfl
SPACING
2-M
CSI
DEFL
Van((LL))
(n)
0.
(Ix)
6
Mn>999
LATES GRIP
M20 249119D
TCLL
TCDL
20.
7.0
Plates Increase
Lumber Increase
1.25
1.25
TC
BC
0.30
Q25
VNIM
-0.07
4.6
>999
BOLL
0.0
Rep Stress Ina
YES
WS
0.16
Hoa(TL)
0.04
4
Na
BCDL
10.0
Code SBC/ANSl95
Min Length/LL dell=480
Weight 41ro
LUMBER BRACING
TOPCHORD 2X4SYPNo.2 TOPCHORD Sheathed or 6-0-0 on centerpurlin spacing.
BOT CHORD 2X4 SYP No.2 BOT CHORD Rigid miMg directy applied cr 10-00 on canter
WEBS 2 X 4 SYP No.3 bracing.
REACTIONS (Iblsize) 2�58NA-0, 4=458104-0
Max Hoa 2=-73(load use 2)
Max Uplift2=348(lud case 4). 4=34e(load rase 4)
FORCES (m) - First Load Case Only
TOP CHO 1-2=9, 23=-825, 34=425, 45=9
BOT CHORD 26=752, 46=752
WEBS 36-491
NOTES
IThis truss has been checked for unbalanced loading conditions.
This truss has been designed far the wind loatls genereted by 11l
dimensions 45 ft by 24 R with exposure C ASCE-743 per SBCIANS195 If and verticals or
4j Bearing atjaml(s) 2, 4 considers parallel to gram value using ANSO
cantilevers exist, they are exposed to wind. If porches exist, the left Is exposed and the
increase 1.60
gram formula. Building designer should ventY opacity o/ bearing s
bearing
right Is not exppoosed. The lumber DOL increase Is 1.60, and the plate grip is
3) All plates are M20 laces unless otherwise indicated.
indicated.
5) Provide mechanical connecton (by others) of Wss to plate
348 lb uplift at jonl2 and 348 to uplift ant 4.
6) This truss has been designed with ANSV7PI 1-1995 criteria
4 All plates ere 1.5x4 M20 unless otherwise
5 Gable studs spaced at 2-0-0 on center.
6 For studs exposed to wind, we MTek'Standard Gable End Detail"
7 Gap between inside of lop chard bearing and first diagonal or vergmlweb shall not exceed
0.600in.
8) Bearing aljoinl(s)12, 2,13 considers parallel to grain value using ANSYfPI 1.1995 angle to
groin fartnula. eulltlng designer should verify capacity of bearing surface.
9) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding
995 th uplift aljonl 12, 426Ib uplift at onl2 and 552 lb uplift al font 13.
10) This truss has been deslgnedwith AhSI1TPI 1-1995 order!&
1-1995 angle to
ce.
able of withstanding
O
N53
Nype
y
y
PSC-0948
SSA
SCISS6aORS
3
1
S&0 114W 1L04
58-0 1-0 D
4x4=
LOADING (ppsfl
TCLL 20.
SPACING 2-0-0
Plates Increase
CS'
DEFL (In) (@al VtleB
PLATES GRIP
TCDL 7.0
1.25
Lumberincease 1.25
I
TC 0.31
BC 0.21
Veri(LL)) 0.0 5 >999
Ven(TL) -0.07 15 >999
M20 249H90
BCLL 0.0
Rep Stress Inc YES
WB 0.16
Harz(TL) 0.04 3 Na
BCDL t0.0
Code SBCIAN5195
Min Length/LL tleB=480
Weight 391b
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD Sheathed or 6-0-0 on center purlin spacirg.
BOT CHORD 2 X 4 SYP No.2
BOT CHORD RI9id telling directly applied or 10 0-0 an center
WEBS 2 X 4 SYP No.3
bracing.
REACTIONS (Ib)size) 1=3971060, 3=45W"-O
Max Harz1=1041oad case 2
Max Upls11=237 load cese 4 , 3=348(load case
4)
FORCES @ - First Load Case Only
TOP CHO 1-2=-825, 2-3=A25, 3-0=9
BOT CHORD 14=752, 3.5=752
WEBS 24-191
rri:
3�4
1-1995 criteria.
at 15 B above
I load, 1 mi
not exposed to wind.
11-1995 angle to
ace.
ipable orwithstanding
Imss
Nss ype
uty
IJOD
PSL-MB
T1S
I
ROOF TRUSS
8
1
•1b0 S1&1 1184 I 1&7.13 lf611. V2 0I 27.60 31b10 10&f1.0
180 &1&1 SW &1.0 2S1 S" S 6.10,10 KB
6110=
6.o01T1
A411 'Sx10=
841.5 ea-12 - 17.15 35
LOADING (psfl
SPACING 241-0
CS!
DE
TCLL 20.UU
Plates Increase 1.25
TC 0.77
Ve
TCDL 7.0
Lumberincease 1.25
RC 0.76
Ve
BCLL 0.0
Rep Stress Inc YES
WB 0.96
No
BCDL 10.0
Code SBCFANSI95
Mil
LUMBER
BF
TOP CHORD 2 X4 SYP No.2'Except' TC
142 X 4 SYP No.1D
BOT CHORD 2 X 4 SYP No.2'Except' Sc
2-152 X 4 SYP No.11)
WEBS 2X4SYPNo.3'Exceppt' WI
7-1S2X4SYPNo.2,7-132X4SYPNo.iD
OTHERS 2 X 4 SYP No.3
REACTIONS (RLae) 2=153I1G8.0, II=MafD 4.0
Maz Harz 2=532(loed case 3) I
Max Upri82=-931(load ease 4), 11=-847(load ease 4)
NOTES
BThis I
This
3)
4
5)
6)
dead
0
0r4=
FLIin
(in (loc) Vda' PLATES GRIP
0. tfi >820 M20 249/190
r-0.73 17 >632
toT 0.44 1i1 Na
eF LL tlacall= 480 Weight 266
LING
CHORD Sheathed or 253 an center pudin spacing,
except
end var8cals.
CHORD Mai calling directly applied or33-0on center
bracing.
S 1 Raw at mitlpl 7-15, 7.13, 8-13, 8-12, 9-11
1951f end ver8cals or
e not exposed to wind.
1 1.1995 angle to groin
capable of withstanding
Joe
ISMS
Nee yp0
PSL-0948
T1SGE
ROOF TRUSS
1
i
.••••-••.•..
q-Da T-Se 1410.11 I 22.44 21-00.8 1 31111 1 3411-0585 I
1JF0 TSe ]-Se T-SS Se-3 5
5�5=
3ra= bi!=
LOADING (ppee00 SPACING 2-0-0 0
51 DEFL (N) (toe) Bdefl PLATES GRIP
TCLL 20.0 Plates Inaeese 1.25 TC 0.26 Vart(LL) Na - Na M20 249/790
TCDL 7.0 Lumber lnaease 1.25 BC 0.09 Ven(TL) 0.01 1 >999
BCLL 0.0 Rep S4ess Ina YES WB 0.29 Hoa(TL) 0.00 Na
SCDL 10.0 Code SBCIANS195 (Me" Min Length I LL deO=999 Weight 326 lb
LUMBER
TOPCHORD 2X4SYPNo2
BOTCHORD 2X4SYPNo.2
WEBS 2X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
REACTIONS
BRACING
TOPCHORD
Sheathed a6-0-0oncenterpudin spacing,
d
BOTCHORD
R"igleppliedor2-0-0oncenter
bmcing, Excepb 238=4-2-0; 3031=0-7-0;
2930=1 S-0;20.21=2-54.
WEBS
1 Row at midpt 12-28, 10-32. 14-25
FORCES (ib1-First Lead Case Only
TOP CHORD 1-2=23, 23=89, 3.4--77, 4-5--59, S-6=-63, 6-7=51, 7-8 -ta, 8.9= 67, 9-10-7,
10-01=31, 11-12=54, 12-13=64, 13-14=55, 1445=33, 15.16=-40, 16-17-35,
17-18=38, 1&19=-40, 19-20=-68
BOTCHORD 238cO 3738=0, 3637-0, 3536=0, 3435=0, 3334=0, 3233=0, 3132=0,
3031=-0, 2930=0, 28-29-0. 27-28=0, 26-27=0, 25.26=0, 24-25=0, 23-24=0,
22-23=0, 21-22=0.20-21-0
WEBS 12-28-227, 1139=de, 31-40=-68, 1032=-145, 933=51, 834=-120,
635-104, 536=117, 437=38, 338=-204,1341-79, 26-02-70, 14-25=1B7
, 15-24=53, 16-23=120, 17-22=-101, 18-21=127,1040=80, 39-00=25,
2839-89, 2841-48, 41-02=16, 1442=41
NOTES
1 This truss has been checked for unbalanced loading mndillons.
2 All plates are M20 plates unless otherwise indicat
3 All plates are 1,5z4 M20 unless otherwise indicated.
Continued on page 2
o Nss Nu ype J:11
Y, eca n us ies, nc on ug ge
0
N99
NSs yPe
PSL-0948
T3
KINGPOST
1
1
-1La 18-0 T-40
1-0-0 Y9-0 To 1-00
4x4=
a
p4.9 aan ]aa Fy
pLe 9-1-0 Yoe D40
LOADING lips B
TCLL
SPACING
2"
CST
OEFL (in) (too) Vdeg
PLATES GRIP
20.
TCDL 7.0
Plates Increase
Lumber Increase
1.25
7.25
TC 0.32
BC 0.40
Ven(LL) QO1t 2.8 >999
Van 0.04 1-2 >347
M20 249(190
BCLL 0.0
Rep Stress Inv
YES
WIT0.71
Hors(TL) 0.01 4 Na
BCDL 10.0
Cada SBC/ANSI95
(MaVur)
Min Length/LL tleB=480
Weight 31 lb
LUMBER
BRACING
TOPCHORD 2X4SYPNo.2
TOPCHORD Sheathed or 6-0-0 on centerpudin spacing.
BOT CHORD 2 X 4 SYP No.2
BOTCHORD Rigid ceiling directly applied or l0-0-0on center
WEBS 2 X 4 SYP Ne.3
bracing,
WEDGE Left 2 X 4 SYP No.3, Right 2 X 4 SYP No.3
REACTIONS (Ibfsae) 2=7341D.", 4=734/0"
Max Harz 2-52 load case 3)
Max UpIA2=4(load case 4), 4=-452(load case 4)
FORCES (m) - First Load Case Only
TOP CHORD 1-2=23, 2-9=849, 33=-704, 3.10=-704, 4-10=.849, 45=23
BOTCHORD 2-7=666, 6-7�56, 68-66(i, 45=656
WEBS 3-0=335
NOTES
BThis buss has been checked for unbalanced loading conditions.
This truss has been designed for the wind loads generated by 110 mph 1
0
Nss
Ns9 yp0
PSL-0948
T6
ROOFTRUSS
4
1
_...._.. ____... __..._...�___ ._ .... ,.,,,,,....a
I YTI 162-15 I 1Y2-15 1 20.11.4
}]i }T•it Sea 54L5
6.00 (1S "TO=
i
LOADING (pssBD
SPACING
2-0-0
CSI
DEFL (th (bc)) Vdetl
PLATES GRIP
TCLL 20.0
Plates increase
1.25
TIT 0.76
Vert(LL)) 0.1i 8 >999
M20 249/190
TCOL 7.0
Lumber Increase
1.25
BC 0..
1,an TL) -0.26 6-7 >938
BCLL 0.0
Rap Stress Ina
YES
W73 0.74
Ho1z(TL) 0.09 5 Na
BCDL 10.0
Code SBC/ANSI95
Mid Length/LLtlefl=480
Weight 116m
LUMBER
BRACING
-
TOPCHORD 2X4SYPNo.2
TOPCHORD
Sheathed or2-11-13 on centerpurinspacing,
BOTCHORD 2X4SYPNo.2
WEBS 2 X 4
exwpt end verticals.
SYP No.3
B
TCHORD Rigid ceiling directly applied or 7-0-0on center
bracing.
REACTIONS 2,1;ize) 5-764/038, 8=764N8-0
MMaHorz 8=741(load case 2)
Max Upli05=376(load rasa 4), 6=-SW(load rase 4)
FORCES (lb) -First Load Case Only
TOPCHORD 1.2=0, 2-3=-725, 3A-2324, 45=2335,1-8=-93
SOT CHORD 7-8-279, 6.7=952.55=2128
WEBS 2.7=742, 3.7=577, 35=1437, 43=220, 2-0=666
dn1en51IN19 45 R by 24 R wRrl exposure C ASCE 7S3 per SBUIMS195 R end verticals or
cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind.
The
The lumber OOL Increase is 1.60, and the plate grip Increase is 1.60
3) All
Be&
4) Bed a
3) Except as drown below, spatial connedionfs) required to support concenlrefeload(s).
Design of connedion(s) is delegated to the 6building designer.
form
4 All plates are M20 plates unless otherwise indicated.
5) Prov
376
5 Pmvido mechanical cernetiicn (by mhws) of buss to bearing plate capable of withstanding
6 This
)
452 lb uplift atl'ain12 and 452 Ib uplift aWmt 4.
6) This Truss has been designed with ANSIRPI 14995 criteria.
7 Load easels)1, 2, 3, 4, 5.6 has been modified. Building designer must review bads to
to bearr
i criteria.
)51t end verticals or
not exposed to wind.
1-1995 angle to grain
O
Ns5
N55 ype
y
ES-'rEIN
PSL-0948
T9
ROOF TRUSS
10
1
4xx=
]a{= 5.5-
611-0
10-x-a I 2a4-0
I
' aH-e
o-sc o-u-0
LOADING( s0 SPACING 2-0-0
�D.
CSI
DEFL (N) (loci Vita"
4
PLATES GRIP
TCLL Plates Increase 1.25
TC
O.fi6
Vad(LL)) 0.12 >999
M20 249/790
TCDL 7.0 Lumber Increase 1.25
BC
0.68
Ved(fL) -0.35 8.9 >999
BCLL 0.0 Rep Stress Ina YES
WB
0.46
HoR(TL) 0.06 6 Na
BCDL 10.0 Cade SBCIANS196
Min Langthf LL dell =480
Weight 134to
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD Sheathed or 3-11-15 on center ppudin spacing.
BOT CHORD 2 X 4 SYP No.2
BOT CHORD Rigid ceiling directly applied or6-6-5 on center
WEBS 2 X 4 SYP No.3
bracing.
REACTIONS (Ib/size) 2=113610-8-0, 6=113610-8-0
Max Hart 2-176(load rase 2)
Max UpIM2=754(lwd case 4), 6=754(bad case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1.2=12, 2-3=-1697, 34=-1487, 4.5=-1487, 5.6=.1697, 6.7=12
BOT CHORD 2-9=1509, 8.9-1028, 6E=t509
WEBS 3-9=-332,4-9=560,4-0=%0,5-0=-332
NOTES
1) This buss has been checked for unbalanced loading conditions.
2) This buss has been designed for the wind loads generated by 110 mph wins at 15 ft above
Curd level, using 5.0 psf top chord dead load and 5.0 pill bottom chord dead load. 1 ml
from hum 0 ocoanlme, on an occupancy cafegmy 1, condition 1 enclosed building. of
dimensions 45 Itby24 If with exposure C ASCE 7-93 per SBC/ANS1951f end verticals or
wmilevers exist, they we exposed to wind. If porches exist they are not exposed to wind.
The lumber DOL Increase is 1.60, and the plate grip Increase is 1.60
3) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connaction (by others) of truss to bearing plate capable of withstanding
754 lb uplift at joint 2 an 764lb uplift at joint 6.
5) This truss has been designed with ANSVTPI 1-1995 criteria.
O
Ns3
N53 yPeUty
y
PSL-0948
T9A
ROOF TRUSS
i
1
- I --, -, -.v.v ,..v, .-. vn .vv.v...-....- n.v .-v - - - - - - - . - - - .
-,1V T,74 1 1x-0-0 21.8.12 1 2&it-e 28,E-0
1-W 7.1-x ]-0.12 T-a12 1-2-12 ax-0
4x4=
e.4= 5x5= Lae
411-0
14{d
1
24114 241-0
1
411-0
45-0
a]-0 018
Be
LOADING (psisDO
SPACING
24)-0
CSI
DEFL
(th)
0.72
(bC))
8
uden
1999
PLATES GRIP
M20 2491190
TCLL
TCOL
20.0
7.0
Plates Increase
Lumber Increase
1.25
125
TC
BC
0.66
0.68
Vpd(LL)
V.�d((TTLLi)
-0.34
741
>999
BCLL
0.0
Rep Stress lncr
YES
WB
0.46
Hdrs(TL)
0.05
6
Na
BCDL
10.0
Cade SBC/ANS195
Mil Lengthf LL dell=480
Weight: 132 lb
LUMBER BR
TOP CHORD 2 X 4 SYP No.2 TO
BOTCHORD 2X4SYPNo.2 SO
WEBS 2 X 4 SYP No.3
WEDGE Right 2 X 4 SYP No.3
REACTIONS (Ibfs¢e) 6=106110.6.0, 2=1123/08-0
Max Harz 2=215(load wise 3)
Max Uplift6=-033(load case 4), 2=.745(load case 4)
FORCES (lo) - First Load Case OnN
TOP CHORRD 1.2=12, 2-0-1666,=.1456, 45=1427, 5-6=-1629
BOT CHORD 243=1481, 741=1001, 6-7=1432
WEBS 3-0=332,4-8=560.4-7=512.5-7-288
3)
4)
5)
Sheathed or 4-08 on center purlin spacing.
Rigid ceiling directly applied or 6-440 on canter
bracing.
at 15 ft above
I load, 1 mi
) bearing plate capable of withstanding
criteria.
ice
rvu
rasa ypa
y
PSL-094B
T9GE
ROOF TRUSS
1
1
__ ___-_.._....___•..._.. ____. •. __..._... ____ •_ •__...... _......._...,,., ...., ..,...,....y .,, ,...,..... ,��„ ray= ,
-1 ]-T� 14ba zi8t3 294p
-oa ]J4 Ze-13 T-0.H ]-0i 1
Lt=
zf-612 2e+0
]•]4 Td12
9 e 56
.TU
18:00-0.000. 19:0-0-0.041-0.
0:0-0-0.0-0-0 21:0-0-0�0-00
23:0-0-0.0-00
24:O60.0aa
LOADING (Vp.2
SPACING 2-0-0
CSI
DEFL (in) (toe) VdaB
PLATES GRIP
TCLL 2D.
Plates Increase 1.25
TC 0.11
Ven((LL)) rda - rde
M20 2491190
TCDL 7.0
Lumberincrease 1.25
BC 0.02
Ved(TL) D.01 1 .999
BCLL 0.0
Rep Stress Ina YES
WB 0.09
Haa(TL) 0.D0 rue
BCDL 10.0
Code SBC)ANSI95
(Matrix)
Min LengW LL dell -999
Weight 17111,
LUMtltN
TOPCHORD 2X4SYPNo.2
BOTCHORD 2X4SYPNo2
OTHERS 2 X 4 SYP No.3
REACTIONS (this -Me)
BRACING
TOPCHORD Sheathed or6-0-0 on cenlerpurlln spacing.
BOTCHORD Rigideeilingdredty applied w2-00 an center
bm 'L FxcepC (2-31.)=2-";22-23=0-841;
21-22 iA
28-120(load ease 3), 29=119(load
3d case 2), 23=-129(load case 4),
!), 18-121(lead rase 2), 16=.84(load
FORCES (Ibl - First Load Case
O
TOPCHO1-2=23,23=u5�74u=455o=456-7-15, 7-8=-05, M=45
9-10-45, 10.11=-45, 11-12=45, 12-13=45,13-14=45,14.15=47,15- 16=-55,
16-17=23
BOTCHORD 231=0, 3031=0, 2930=0, 28.29=0, 27.28=0, 26-27=0, 25-26=0, 24.25=0,
2&24=0, 22-23=0, 21.22=0, 20.21=0, 19-20=0,1&19=0,16.18=0
WEBS 9-25=-90, 8-26=107, 7-27-108, 6-28=-1DB, 5-29=-109, 430=-103, 331--124,
10-24=407, 11-23=108, 12-21-108,13.20-109, 14.19-103, 15-18=124
NOTES
1 This buss has been checked for unbalanced loading conditions.
2 All plates are M20 tales unless otherwise indicated.
3 All plates are 1.5x4 M20 unless otherWise InGwted.
4) Gable requires continuous bottom chord bearing.
53 Gable studs spaced at 2-0-0 on center.
6 For studs exposed to wind, see MlTek "Standard Gable End Debar
Continued on page 2
I
r I
e
Nss Nee ype
y
y
PSL-0948
TA ROOF TRUSS
2
1
-14e
Sa-0
i 1Pa0 _
11-0-0
I
tAe
5-0-0
5-0-0
� 1A0
4a4=
11
LOADING(psfl
SPACING
2-0-0
CSI
DEFL (in) ibcl VdeO
0
PLATES GRIP
249/790
TOLL 20.
TCDL 7.0
Plates Increase
Lumber Increase
1.25
1.25
TC 0.42
BC 0.27
Vert(LL) 0.0 >999
Vert(TL1) -0.02 26 >999
M20
BCLL 0.0
Rep Stress Inv
YES
WB 0.03
Hoa(rL) 0.01 4 Na
BCDL 10.0
Code SBCIANSI95
Min Length I LL de0=480
Weight 391b
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD Sheathed or6-M on center purlin spacing.
BOT CHORD 2 X 4 SYP No.3
BOT CHORD Rigid ceiling d'VecUy applied or 10." on center
WEBS 2 X 4 SYP No.3
bracing.
REACTIONS (Ib/s'vs) 2=421/06-0, 4=421/06-0
Max Ho¢ 2=67(load case 2)
Max UpVB2=-027(load rase 4), 4=-327(load rase 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1.2=12, 2-3=-388, 3-0=-388, 4.5=12
BOT CHORD 26=344, 46=344
WEBS 36=97
NOTES
1) This truss has been checked for unbalanced loading conditions.
2 This truss has been designed fu the wind bads generated by 110 mph winds at 15 R above
=d level, using 5.13 Pat lop chord dead load and 5.0 psf bottom chord dead load, 1 mi
hortt humrane oceanl'me, on an occupan category 1. condition I enclosed build �g, of
dimensions 45 Itby 24Itwith exposure C ASCE 7.93 per SBGAN519511 end ve icals or
cantilevers exist, they are exposed to wrd If porches exist, they are hot exposed to wind.
The lumber DOL increase Is 1.60, and the plate grip Increase is 1.60
3) M plates are M20 plates unless otherwise indicated.
4) Prowda mechanical connection (by others) of truss to bearing plate capable of withstanding
o
cuss
Iruss I ype
CUtb '
PSL-0948
TB
ROOF TRUSS
1
1
7Ae
1-so sto-o 3too 1-w
4xt_
-oJ�t2 stow _i Ta-0 7-q,12
eo.0 a-tlw atoo eau
LOADING (pssU0
SPACING 204
CSI
OEFL (b) (loc) Vdefl
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.28
Vert L) -0.02 8 >999
M20 2491790
TCDL 7.0
Lumber Increase 1.25
BC 0.76
Vert I -0.02 6 >999
BCLL 0.0
Rep Stress Inu YES
WB O.D2
HOR(TL) 0.00 6 Na
BCDL 10.0
Code SBCIANSI95
Min Length I LL doll =460
Weight 41 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOP CHORD Sheathed or6-0-0 on center pudln spacing.
BOT CHORD 2 X 4 SYP No.3
BOT CHORD Rigid ceiling directly applied or 10." on center
WEBS 2 X 4 SYP No.3
bracing.
SLIDER Lefl2X6SYPNo.21404,
Right 2 X 6 SYP No.21-10-4
REACTIONS (lb/sae) 2-360/0-115, 6=360/0-11-5
Max Hom 2=59(load case 3)
Max UpIA2=308(bad case 4), 6=-308(load case 4)
FORCES ( -First Load Case Only
TOP CHO 1-2=2, 2J=266. 34=266, 46=-266, 56=266,
6.7=2
BOT CHORD 26=214, 66=214
WEBS 46=77
Was to bearing plate capable of withstanding
jou
fruss type
PSL-0948
11russ I
TO ROOFTRUSS
1
1
-1-S0 I i-10-0 4M= 3-0-0 S1-0 I
1S0 1-too t-10a lSe
LOADING(p SPACING 21 CS'
DEFL (N (toe)) teen PLATES GRIP
TCLL 20. Plates Increase 1.25 TC 0.38 Ven(LL)) 0.0� 9 >999 M20 249/190
TCDL 7.0 Lumberincrease 1.25 BC 0.05 Vert(TL) 0.02 1-2 >879
BCLL 0.0 Rep Sure lncr YES w9 0.02 Hors(TL) 0.00 6 Iva
BCDL 10.0 Code SBC/ANSI95 Mln Length/LLdetl-4W Weight 30be
LUMBER BRACING
TOPCHORD 2X4SYPNo.3 TOP CHORD Sheathed.
BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 1434 tin center
WEBS 2 X 4 SYP No.3 to cIng.
REACTIONS(@!s¢e) 8=209103$ 6=209/0.3-e
(I
Hors 8-187(load case 3)
Max UpliIt8=211(load case 2), 6=211(load case 3)
FORCES D - First Load Case Only
TOP CHO� 1-2=19, 23=46, 34=46, 45=19, 2A=492, 4E-192
BOTCHORD 75=0,6-7=-0
WEBS 3-7=-50, 2-739, 4-7=59
NOTES
7) This truss has been checked for unbalanced loading conditions.
2 This puss has been designed for the wind loads generated by 110 mph wins at 15 R above
ground level, using 5.0 Pat top chord dead load and 5.0 psf bottom chord dead load, 1 ml
from humcane ocea Cline, on an occupancy category 1, condition I enclosed building, of
dimensions 45 9 by 24 It with exposure C ASCE 7-93 per SBC/ANSI95If end verticals or
cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind.
The lumbar DOL increase is 1.60. and the plate grip increase is 1.60
3) All plates are M20 plates unless otherwise indicated.
4) Provide mechanical connection (by olhersI of lass to bearing plate capable ofwMstanding
211 lb uplift at olnt 8 and 211 to uplift alto 6.
5) This truss has n designed with ANSI 1-.1995 criteria
Auu_lu-�o wau lu-ja AM r. L
Department of Community Affairs SN: 5077
3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 6000-9; Residential Component Prescriptive Method A CENTRAL
PROJECT NAME: CUSTOM EMERALD 4 ;BUILDER: MERCEDF_S HOMES
AND ADDRESS- ;PERMITTING ;CLIMATE
;OFFICE: ;ZONE: 4;_; 5!_< 6;-;
OWNER: JARBOE RES. ;PERMIT NO. ;JURISDICTION NO.
CK
1- New construction or addition
2_ Single family detached or Multifamily attached
3. It Multifamily -No. of units
4. If Multifamily, is this a worst case (yes/no)
5. Conditioned floor area (sq.ft.)
-6--P-r-edorai-nant-eave_ove-rhang-(_it._) _ _ --
7. Porch overhang length (ft.)
8. Glass area and type:
a. Clear Glass
b. Tint, film or solar screen
9. Floor type and insulation:
a. Slab on grade (R-value. perimeter)
10.Net Wall type area and insulation:
a.' Exterior: 1. Concrete (Insulation R-value)
a. Adjacent: 2. Wood frame (Insulation R-value)
!I -Ceiling type area and insulation:
a- Under attic (Insulation R-value)
a. Under attic (Insulation R-value)
.12.Ai.r distribution systems
a- Ducts (Insulation + Location)
.13_Cooling system
14.Heating System:
15.Hot water system:
16.I-iot water Credits: (HR-Heat Recovery,
DHP-Dedicated Heat Pump)
17.Infi.ltration practice: 1. 2 or 3
18_HVAC Credits (CF-Ceiling Fan, CV -Cross vent
HF-Whole house tan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must; not exceed 100 points)
a. Total As -Built points
b. Total Rase points
1. New Construction
2. Single -Family
3. 0
4.
---
5. 2201.00
6 1 _ 00
7. 8.50
Single Pane
Double Pane
8a.260.5sgft
O.00sgfC
Bb. O.Osgft
0.00sgtt
9a.R= 0.00 , 239.00 fit
loa-1 R= 4.20, 1509.00sgft
loa-2 R=11.00, 14'7.0Osgft--
11a.R=19.00 509.005gft_____
lla.R=30.00 2160.00sgft
12a. R= 6.00 , uncond
13_ Type: Central A/C
SEER: 10.00
1.4. Typo: Heat Pump
HSPF: 6.80
15. Type: Electric
EF: 0.94
16.
17- 2
is.
19_ 86.51
19a. 37794.23
19b. 43688.78
' -- - '
I Hereby -certify that the plans andReviewoftheplansand specifications
specifications eoGered by this calcu- 1 covered by this calculation indicates
lation are in compliance with the compliance with the Florida Energy
Florida Energ ode. Code_ Before construction i completed
this building will be inspected for
PREPARED BY: compliance in accordance with Section
DATE:.1-..- _ _._.
553.908 F - S .
I hereby certify that this building is ;
in compliance with the Florida Energy
Code_
BUILDING OFFICIAL.-_______
DATE: 0ATE -.-.- ----- - -
auu-ty-dd wtv 1U•.J/ nm
P. 3
#MM M�FM YMY.M:Y.M:f: KMMMKMMMM M'+K KMMMMMM�c
%t JK*MMM*Y: W MMMM#M�c�t*M*SIC M1kMC#J�cJC##ICM##$�k l:t##�: #�k ACM M*M
SUMMER CALCULATIONS
###*XW.Ar:F::K KM A.r:#*HCMMMMK M �ri:+k'+KXMM*Mc M �Ir �K*KM#�K M�Ic*MMC MACM M�K*#MMM�K.W.�K*YMM*#*:K
�K �:1kMMIr***7:**�K M
-_= BASE ___
=-=
AS -BUILT
GLASS ----------------
ORIEN AREA X BSPM =
POINTS
; TYPE
SC ORIEN
AREA
x SPM x
SOF
= POINTS
-----•-_
--------'
--- .--...----------------------------------------
N 46_00 82.2
3781.2
SGL
CLR
N
B.0
5110
_94
384.0
SGL
CLR
N
8.0
51.0
96
391.0
SGL
CLR
N
15.0
51.0
.97
741.8
SGL
CLR
N
15.0
51..0
_96
73.5.6
E 80.00 82.2
6576.0
SGL
CLR
E
3.5.0
.109.2
_94
:605,4
SGL.
CLR
_-
3.0
109.2
. 52
A04.8_
SGL
CLR
E
33.0
109.2
.93
3362.4
SGL
CLR
E.
9.0
.109,2
_84
823,4
S 64,50 82.2
5301.9
;.SGL
CLR
S
1S_0
100.2
_93
1405.0
SGL
CLR
S
9.0
100.2
_39
351.7
SGL
CLR
S
40.5
100.2
.93
3753.7
W 70.00 82.2
.5754.0
SGL
Ct_R
W
11.0
109.2
.42
499.6
SGL
CLR
W
22.0
109.2
_42
999.3
SGL
CLR
W
9.0
109.2
.87
850.7
SGL
CLR
W
10.0
109.2
.94
1030.1
SGL
CLR
W
10.0
109.2
..94
1030.1.
SGL
CLR
W
8.0
109.2
.90
'790.1
15 COND. -FLOOR -/ TOTnL GLASS--
ADJ.
x GLASS
=
AOJ FIASS
_
GLASS
AREA
AREA
FACTOR
POINTS
POINTS
POINTS
.15.- 2,201.00
260.50
1-267
21,413.10
27.138.33
; 20,853.81
IaON GLASS---------------
;
AREA x BSPM =
POINTS
TYPE
R-VALUE
AREA x
SPM
= POINTS
----------------
Ext 1509.0 1.0
1509.0
Ext
NormWtBlock In
4.2
1509.0
1..16
1750.4
Adj 1.47.0 _7
102.9
Adj
Wood
Frame
11.0
147.0
_70
102.9
DOORS---------------- -
Ext 20.5 4.8
98.4
Ext
Insulated
20_5
4.90
93.4
Adj 19.0 L_6
30.4
Adj
Insulated
19.0
1-60
30.4
CEILINGS --------------
UA 2E,Z4 . O .6 1580 - 4
FLOORS -----------------
Slb 239.0 31,8-7600.2
Under Attic
under Attic
Under Attic:
Slab -on -Grade
3U-0 703.0 60
30.0 1457.0 -60
19.0 509-0 1..10
.0 239.0 -31-90
421-8
874.2
559.9
-'624.1
INFILTRFlTION-----------
2201.0 10.9 23990.9 Practice #2 2201.0 LO-90 23990.9
TOTAL :_UMMER POINTS
-
46,850.13 41,063.65
TOTAL x SYSTEM COOLING TOTAL. x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM P-L': MULT POINTS COMP0I1 RATIO MULT MULT MULT POINTS
46,850.13 .37 17,334.55 ; 41,063.65 1-00 1.100 _340 1.000 LS,357.81
AUU-1y-ja vau IU•if A61 Y, 4
_ 4
WINTER CALCULATIONS
BASE ___ _-= AS -BUILT
GLASS------------------------'
ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS
N
46.00
-7.4
-156.4
SGL
CLR
N
8.0
9.6
1.03
79.1
SGL
CLR
N
8.0
9.6
1.02
78.4
SGL
CLR
N
15.0
9.6
1.02
146.2
SGL
CLR
N
15.0
9.6
1.02
146.8
E
80.00
-3.4
-272.0
SGL
CLR
E
35.0
-2.2
.68
-52.3
-
-
;-SGL
CLR
E
3;0
=2.2
-4.20
27.7
SGL
CLR
E
33.0
-2.2
.63
-45.8
SGL
CLR
E
9-0
-2.2
.12
-2.4
S
64-50
--3.4
-219.3
SGL
CLR
S
15.0
-10.9
.96
-1.51.6
SGL
CLR
S
9.0
-1.0.9
-.13
12.8
SGL
CLR
S
40.5
-10.9
.96
-423.1
W
70.00
-3.4
-238.0
SGL
CLR
W
11.0
-2-2
-3.06
74.0
SGL
CLR
W
22.0
-2.2
-3.06
148.0
SGL
CLR
W
9.0
--2.2
.27
•-5.4
SGL
CLR
W
10.0
-2.2
.68
-14.9
SGL
CLR
W
10.0
-2-2
.68
-14.9
SGL
CLR
W
8.0
-2.2
.49
--8.5
`15
x C:ONU.-FLOOR /
TOTAL GLASS =
ADJ. x
GLASS
=
ADJ GLASS
GLASS
AREA
AREA
FACTOR
POINTS
•------------------------
POINTS
POINTS
--------------------------------------------------
.15
2,201-00
260.50
1.267
-885.70
-1,122.51
-12-14
NOt4
GLASS --------_---_
----_---------------.-.-----------------------------------------------------------
AREA x
BWPM
= POINTS
TYPE
R-VALUE
AREA
x WPM
= POINTS
WALLS----------------
Eixt 1S09.0 1.1
1659.9
; Ext NorroWteiock
In 4_2
1509.0
5.26
4919.3
Ad.i 147.0 1.8
264.6
Adj Wood Frame
11.0
147.0
1.80
264.6
DOORS---------- -
Ext 20.5 5.1
104.5
Ext Insulated
20.5
fi.10
104.5
Adj 19.0 4.0
76.0
Adj Insulated
19.0
4.00
76.0
UA 2634.0 .6
1580.4
; Under Attic
30.0
703.0
.60
421.8
Under Attic
30.0
1457..0
.60
874.2
Under Attic
19.0
509.0
1.00
509.0
FLOORS -
Sib 239.0 -1.9
-454.1
Slab--on-Grade
.0
239.0
2.50
597.5
INFIL.T'RATIOIV-----•-----
2201.0 4.1
9024.1
Practice tit
2201.0
4.10
9024.1
TOTAL vIINTER POINTS
1.1,132.94
;
16.7-18-95
ICTrA;. x SYSTEM =
HE.ATING
TOTAL x CAP x
DUCT x SYSTEM
x
CREDIT
= HEATING
WIN P19 MULT
POINTS
COMPON RAT To
MULT
MULT
MULT
POINTS
1.1.0 12,2.46.23
; 16,778.95 1.00
1.1.00
.500
1.000
9,228.42
AUU-19-H WED IU:Jd AM Y, h
WATER HEATING
—_= BASE —_= AS —BUILT _—
NUM Of- x 'MULT — = TOTAL TANK VOLUME Er --TANK —x MULT—x CREDIT = TOTAL
BEDRMS ; RATIO MULT
4 3527_0 14.108.00 ; 40 .94 1.000 3302.0 1_00 13.209.00
x:#a::K 4:Y-a.ac*t #a' i:*#a:#K.#M?k+K7c:x#.x#*#+KK*�x##:K:K**#####M�K##MM*#**##:1:#�k#Mac##:Ic�KX• #MM �#*MMM#ac*
SUMMARY
BASE =_- —_= AS —BUILT = —
COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL
POINTS +. POINTS F POINTS = POINTS ; POINTS + POINTS + POINTS POINTS
----_-._----------------------------------------------------------
17334.5 12246.2 14108.0 43,688.78 15357.8 9228.4 13208.0 37,794-23
* EPI
nuu-iy-ya wcu iu•jy xm
. , . k
For detailed information
.of the FPI rating number
or for any ITEM listed,
ask your Builder 'far
DCA Form 60OA-93
or Form 60OB-93
ENERGY GUIDE
EPI= 86.5
F. 6
0 10 20 30 40 50 60 70 80 90 100
------------------------------------ X------ '
The maximum allowable EPI is 100. The lower the EPI the more efficient the h0fne
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM - HOME --VALUE - Low Efficiency- High -Efficiency
SINGI_ CLR DBL TINT
WINDOWS .....................Single Clear iX---------------------
INSULATION.................
R-10 R-30
Ceiling R-Value.........
27.9
I----------------- X --- 1
R-0 R-7
Wall R-Value... ......
4-8
;------------- X-------
R-0 R-19
Floor R-Value.........
0.0
;X--------------------;
AIR CONDITIONER ..............
10.0 SEER 17.0
SEER/EER...................10.0
:X---------------------;
9.7 EER 16.0
HEATING SYSTEM. .............
6.8 HSPF 12.0
Electric COP/HSPF......
6.8
;X-------------------- i
0.78 AFUE 0.90
Gas AFUE............
0.00
----------------------
WATER HEATER ................
0.88 0.96
Electric EF..............
0.94
;---------------- X------
0.54 0.90
GasEF..............
0.00
:----------------------
0.40 0.80
Soi- -ar EF.
----------------------'
1
OTHER FEATURES ..............
............................
I certify that these energy
saving features required for the Florida
Energy Code have:•been installed
in this house.
Builder
Address:.-----.----------_Signature:
�---- Datec_
City/zip...--
Florida Energy Code for Building
Construction
- 1993
Florida Department of Community Affair,
FL--EPL CARD93
866T HDHVW
$,txoavqaa XuTda
:as aauvdaxa
`�J �7a�rxsw\
sawoH saaaoaaw
C1
i DELAPORTE'S HEATING & COOLING y
3901 QKEECHOBEE ROAD
1 FT. PIERCE, FL 34945 E
0
RESIDENTIAL/LIGHT COMMERCIAL HVAC LOADS
CLIENT INFORMATION:
NAME: MERCEDES HOMES
ADDRESS: P.S.L
CITY, STATE: STUART,FLORIDA
TOTAL BUILDING LOADS:
PROJECT:
CLIENT:
DATE:
DESIGNER
EMERALD 4
MERCEDES HOMES
MAR 1998
FRANK DELAPORTE
------------------------------------------------------------------------------
BLDG. LOAD
AREA
SEN.
LAT.
+ SEN.
= TOTAL
DESCRIPTIONS
QUAN
LOSS
GAIN
GAIN
GAIN
------------------------------------------------------------------------------
1-B WIND. CLEAR GLASS TIM FRAME
223
6,991
0
12,057
12,057
8-B GLS DOOR SGL CLR GLS TIM FR
82
2,570
0
2,280
2,280
13-C PART R-11 + 1/2" GYPSUM(R-0.5)
50
68
0
68
68
14-B WALL 8" OR 12" BLOCK + R-5
1,530
6,610
0
3,592
3,592
11-C DOOR METAL POLYSTYRENE CORE
20
282
0
222
222
16-D CEILING R-19 INSULATION
2,018
3,208
0
4,705
4,705
22-A SLAB ON GRADE NO EDGE INSUL
------------------------------------------------------------------------------
185
4,495
0
0
0
SUBTOTALS FOR STRUCTURE:
4,108
24,224
0
22,924
22,924
PEOPLE
6
0
1,380
1,800
3,180
APPLIANCES
0
0
0
0
0
DUCTWORK
0
1,634
0
2,699
2,699
INFILTRATION W.CFM: 255.0 S.CFM: 127.5 0
8,416
5,376
2,244
7,620
VENTILATION W.CFM: 95.6 S.CFM: 63.8 0
------------------------------------------------------------------------------
3,156
2,688
1,122
3,810
SENSIBLE GAIN TOTAL
30,789
TEMP. SWING MULTIPLIER
X 1.00
BUILDING LOAD TOTALS
------------------------------------------------------------------------------
37,430
9,444
30,789
40,233
SUPPLY CFM AT 20 DEG DT: 1,349
CFM PER
SQUARE FOOT:
0.668
SQUARE FT. OF ROOM AREA: 2,018
SQUARE FOOT PER
TON:
601.894
TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 37.430 MBH
TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 3.353 TONS
CALCULATIONS ARE BASED ON 7TH EDITION OF ACCA MANUAL J.
ALL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY.
BE SURE TO SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS.
******** RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE *******
32960
EM MAR 1998 AGE 2
.... xxw*ww*w* •TOTAL ZONE LOADS FOR ZONE # 1 ****...... "'mow"'*****
------------------------------------------------------------------------------
BLDG. LOAD
AREA
SEN.
LAT.
+ SEN.
= TOTAL
DESCRIPTIONS
QUAN
LOSS
GAIN
GAIN
GAIN
------------------------------------------------------------------------------
1-B WIND. CLEAR GLASS TIM FRAME
223
6,991
0
12,057
12,057
8-B GLS DOOR SGL CLR GLS TIM FR
82
2,570
0
2,260
2,280
13-C PART R-11 + 1/2" GYPSUM(R-0.5)
50
68
0
68
68
-14-B WALL 8"-OR-12" BLOCK + R--5-
1,530
-6,-610
0-
3,592
3-,-592----
11-C DOOR METAL POLYSTYRENE CORE
20
282
0
222
222
16-D CEILING R-19 INSULATION
2,018
3,208
0
4,705
4,705
22-A SLAB ON GRADE NO EDGE INSUL
------------------------------------------------------------------------------
185
4,495
0
0
0
SUBTOTALS FOR STRUCTURE:
4,108
24,224
0
22,924
22,924
PEOPLE
6
0
1,380
1,800
3,180
APPLIANCES
0
0
0
0
0
DUCTWORK
0
1,634
0
2,699
2,699
INFILTRATION W.CFM: 255.0 S.CFM: 127.5 0
8,416
5,376
2,244
7,620
VENTILATION W.CFM: 95.6 S.CFM: 63.8 0
------------------------------------------------------------------------------
3,156
2,688
1,122
3,810
SENSIBLE GAIN TOTAL
30,789
TEMP. SWING MULTIPLIER
X 1.00
BUILDING LOAD TOTALS
------------------------------------------------------------------------------
t.
37,430
9,444
30,789
40,233
SUPPLY CFM AT 20 DEG DT: 1,349
CFM PER
SQUARE FOOT:
0.668
SQUARE FT. OF ROOM AREA: 2,018
SQUARE FOOT PER
TON:
601.864
TOTAL HEATING REQUIRED WITH OUTSIDE AIR: 37.430 MBH
TOTAL COOLING REQUIRED WITH OUTSIDE AIR: 3.353 TONS
CALCULATIONS ARE BASED ON 7TH EDITION OF ACCA MANUAL J.
ALL COMPUTED RESULTS ARE ESTIMATES AS BUILDING USE AND WEATHER MAY VARY.
BE SURE TO SELECT A UNIT THAT MEETS BOTH SENSIBLE AND LATENT LOADS.
1 4
+++xxx++ RRRTnF.NTIAL AND LIGHT COMMERCIAL HVAC LOADS BY F---- ^^omrtrDc +++xx++
+
MAR 1998
xxxxxxxxxxxxxxxxx++xxx++++++ DETAILED ROOM LOADS +x+x+++x+++++x+++++++++++x+xx
ITEM
AREA
-U-
HTG
SEN.
CLG
LAT.
SEN.
DESCRIPTION
--------------'------------
QUAN
------
VAL.
------
HTM
-----
LOSS
-------
HTM
-----
GAIN
------
GAIN
-------
1. FAMILY ROOM
16.0 WID X
21.0 LEN =
336 SF
CEIL.HT
= 10.0
S -WALL-14B 10 X
21
210
0.144
4.3
907
2.3
0
493
--E -WALL-I4B- 10--X
16
--104
0.144
4.-3-
449
2.3
-- 0
244 --
W -WALL-14B 10 X
8
39
0.144
4.3
168
2.3
0
92
E-GLAS-1B 1-P 0-1
S-1
OWS
48
1.045
31.4
1,505
85.8
0
4,118
E-GLAS-1B 1-P 0-1
S-1
M
8
1.045
31.4
251
85.8
0
686
W-G.DR-8B 1-P 0-3
S-1
100%S
41
1.045
31.4
1,285
27.8
0
1,140
CEIL-16D DARK 21 X
16
336
0.053
1.6
534
2.3
0
784
FLOOR-22A 43 FT
43
0.810
24.3
1,045
0.0
0
0
INFIL. W: 76.1
S:
38.1
97
25.9
2,512
6.9
1,605
670
DUCTWORK
0.050
433
0.100
0
823
ROOM TOTALS
9,089
1,605
9,050
2. BEDROOM 2
14.0 WID
X
13.0 LEN =
182 SF
CEIL.HT
= 8.0
E -WALL-14B 10 X
13
115
0.144
4.3
497
2.3
0
270
E-GLAS-1B 1-P 0-1
S-1
0$S
15
1.045
31.4
470
85.8
0
1,287
CEIL-16D DARK 13 X
14
182
0.053
1.6
289
2.3
0
424
FLOOR-22A 11.1 FT
11
0.810
24.3
267
0.0
0
0
INFIL. W: 11.8
S:
5.9
15
25.9
388
6.9
248
104
DUCTWORK
0.050
96
0.100
0
269
PEOPLE
2
230
300
460
600
ROOM TOTALS
2,007
708
2,954
3. BEDROOM 3
13.0 WID X
12.0 LEN = 156 SF
CEIL.HT =
8.0
E -WALL-14B 8 X 12
81
0.144
4.3
350
2.3
0
190
E-GLAS-lB 1-P 0-1
S-1
0$S
15
1.045
31.4
470
85.8
0
1,287
CEIL-16D DARK 12 X
13
156
0.053
1.6
248
2.3
0
364
FLOOR-22A 10.9 FT
11
0.810
24.3
267
0.0
0
0
INFIL. W: 11.8
S:
5.9
15
25.9
388
6.9
248
104
DUCTWORK
0.050
86
0.100
0
255
PEOPLE
2
230
300
460
600
ROOM TOTALS
1,809
708
2,800
' 4
******** RESIDENTIAL AND LIGHT COMMERCIAL
HVAC LOADS BY
EITTv
enFTWARE
++**+**
MAR 1998
...........==...x.,+++++++++
DETAILED ROOM LOADS
ITEM
AREA
-U-
HTG
SEN.
CLG
LAT.
SEN.
DESCRIPTION
-----'---------=-----------
QUAN
------
VAL.
------
HTM
------------
LOSS
HTM
-----
GAIN
------
GAIN
-------
4. U ROOM
6.0 WID X
6.2 LEN
=
37 SF
CEIL.HT
= 8.0
N -PART-13C 8 X 6.2
50
0.090
1.4
68
1.4
0
68
-C-EIL-16D--DARK-6.2 -X 6
-
- -37
- 0. 053-
1 . fi -
59
2.3
- 0
8"6-
FLOOR-22A 6.2 FT
6
0.810
24.3
146
0.0
0
0
INFIL. W: 0.0 S:
0.0
0
25.9
0
6.9
0
0
DUCTWORK
0.050
14
0.100
0
15
ROOM TOTALS
287
0
169
5. HALL BATH
6.0 WID X
16.0 LEN
=
96 SF
CEIL.HT
= 8.0
CEIL-16D DARK 16 X 6
96
0.053
1.6
153
2.3
0
224
INFIL. W: 0.0 S:
0.0
0
25.9
0
6.9
0
0
DUCTWORK
0.050
8
0.100
0
22
ROOM TOTALS
161
0
246
6. KITCHEN
10.0 WID X
15.0 LEN
= 150 SF
CEIL.HT
= 10.0
S -WALL-14B 10 X 8
71
0.144
4.3
307
2.3
0
167
W -WALL-14B 10 X 8
65
0.144
4.3
281
2.3
0
153
S-GLAS-lB 1-P 0-1 S-1
100WS
9
1.045
31.4
282
27.8
0
250
W-GLAS-lB 1-P 0-2 S-1
100&S
15
1.045
31.4
470
27.8
0
417
CEIL-16D DARK 15 X 10
150
0.053
1.6
239
2.3
0
350
FLOOR-22A 16 FT
16
0.810
24.3
389
0.0
0
0
INFIL. W: 18.8 S:
9.4
24
25.9
622
6.9
397
166
DUCTWORK
0.050
130
0.100
0
150
ROOM TOTALS
2,720
397
1,653
********.RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS BY ELITE SOFTWARE *******
VF
MAR 1998
DETAILED ROOM LOADS
ITEM
AREA
-U-
HTG
SEN.
CLG
LAT.
SEN.
DESCRIPTION
--------------=------------
QUAN
------
VAL.
------
HTM
------------
LOSS
HTM
-----
GAIN
-------------
GAIN
7. DINING ROOM
17.0 WID X
16.0 LEN
=
272 SF
CEIL.HT =
10.0
N -WALL-14B 10 X
16
105
0.144
4.3
454
2.3
0
246
_ N -DOOR-IIC 6_.8_X
3. -
- -20
0-.47-0-1-4.1--
282
11-1
- - - 0 -
-222-
N-GLAS-lB 1-P 0-1
S-1 0$S
30
1.045
31.4
941
27.8
0
834
N-GLAS-1B 1-P 0-1
S-1 0%S
5
1.045
31.4
157
27.8
0
139
CEIL-16D DARK 16 X
17
272
0.053
1.6
432
2.3
0
634
FLOOR-22A 16 FT
16
0.810
24.3
389
0.0
0
0
INFIL. W: 43.2
S: 21.6
55
25.9
1,424
6.9
910
380
DUCTWORK
0.050
204
0.100
0
246
ROOM TOTALS
4,283
910 2,701
8. LIVING ROOM
14.0 WID X
11.9
LEN =
167 SF
CEIL.HT
= 10.0
S -WALL-14B 10 X
11.9
78
0.144
4.3
337
2.3
0
183
S-G.DR-8B 1-P 0-2
S-1
100*S
41
1.045
31.4
1,285
27.8
0
1,140
CEIL-16D DARK 11.9
X 14
167
0.053
1.6
266
2.3
0
389
FLOOR-22A 11.9 FT
12
0.810
24.3
292
0.0
0
0
INFIL. W: 32.2
S:
16.1
41
25.9
1,062
6.9
678
283
DUCTWORK
0.050
162
0.100
0
200
ROOM TOTALS
3,404
678
2,195
9. STUDY
11.0 WID
X
13.0
LEN =
143 SF
CEIL.HT
= 10.0
N -WALL-14B 10 X
11
74
0.144
4.3
320
2.3
0
174
N-GLAS-lB 1-P 0-1
S-1
100$S
36
1.045
31.4
1,129
27.8
0
1,001
CEIL-16D DARK 13 X
11
143
0.053
1.6
227
2.3
0
333
FLOOR-22A 11 FT
11
0.810
24.3
267
0.0
0
.0
INFIL. W: 28.2
S:
14.1
36
25.9
932
6.9
596
249
DUCTWORK
0.050
144
0.100
0
176
ROOM TOTALS
3,019
596
1,933
{ . •...ate. nnnTnZNfTDT. AND LIGHT COMMERCIAL HVAC LOADS BY ELT' oncmr'bvv +ttt+++
0
L MAR 1998 6
+t++t++tt++ttt++tttt+tttt+tt DETAILED ROOM LOADS ttt+tt+tttttttt+tt+ttt+t+++++
ITEM
AREA
-U-
HTG
SEN.
CLG
LAT.
SEN.
DESCRIPTION
--------------- = -----------
QUAN
------
VAL.
------
HTM
------------
LOSS
HTM
-----
GAIN
------
GAIN
-------
10. MASTER SUITE
17.0 WID
X
14.0 LEN
=
238 SF
CEIL.HT
= 10.0
S -WALL-14B 10 X
14
125
0.144
4.3
540
2.3
0
293
-W -WALL-I4B- 10- X
17-
- -155
-0 :144
--4.3-
- 67-0
2 .3
_
0
364
S-GLAS-1B 1-P 0-2
S-1
100$S 15
1.045
31.4
470
27.8
0
417
W-GLAS-1B 1-P 0-1
S-1
0$S 15
1.045
31.4
470
85.8
0
1,287
CEIL-16D DARK 14 X
17
238
0.053
1.6
378
2.3
0
555
FLOOR-22A 31 FT.
31
0.810
24.3
753
0.0
0
0
INFIL. W: 23.5
S:
11.8 30
25.9
777
6.9
496
207
DUCTWORK
0.050
203
0.100
0
372
PEOPLE
2
230
300
460
600
ROOM TOTALS
4,261
956 4,095
11. MASTER BATH
11.0
WID X
17.0 LEN
=
187 SF
CEIL.HT
= 10.0
W -WALL-14B
10 X
17
170
0.144
4.3
734
2.3
0
399
N -WALL-14B
10 X
11
98
0.144
4.3
423
2.3
0
230
E -WALL-14B
10 X
4
40
0.144
4.3
173
2.3
0
94
N-GLAS-1B 1-P
0-1
S-1
0%S 12
1.045
31.4
376,
27.8
0
334
CEIL-16D DARK
17 X
11
187
0.053
1.6
297
2.3
0
436
FLOOR-22A 28
FT
28
0.810
24.3
680
0.0
0
0
INFIL. W:
9.4
S:
4.7 12
25.9
311
6.9'
199
83
DUCTWORK
0.050
ISO
0.100
0
158
ROOM TOTALS
3,144
199
1,734
12. HALLWAY
54.0
WID X
1.0 LEN
=
54 SF
CEIL.HT =
8.0
CEIL-16D DARK
1 X
54
54
0.053
1.6
86
2.3
0
126
INFIL. W:
0.0
S:
0.0 0
25.9
0
6.9
0
0
DUCTWORK
0.050
4
0.100
0
13
ROOM TOTALS
90
0
139
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5618711998 MERCEDES HOMES 569 P02/02 FH 09 199 15:53
FROM S 111CI NO. 4EP21148
11
REQUEST FOR 30 DAY TEMPORARY
DATE: St. Lucie
--- --- ---- ----------- Fort
PERMrrr NUMBER::
PROPERTY ADDREss:
IC&CK AVA &*VL GANA_
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELE1
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUI
TION FOR FINAL INSPECTION. IN CONSIDERATION OF
REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FC
1. This temporary power release is requested for the above
only, and there will be no occupancy of any type, other that
by construction during this time period.
2. As witness by our signatures, we hereby agree to abide I
conditions of this agreement, Including Building Division I
incorporated herein by reference.
3. All conditions and requirements listed in the attached do
"Requirements for 30 Day Power for Testing" have been
premises Is ready for compliance Inspection.
RELEASE
Comm. Devel. Dept.
Compliance Division
1300 Virginia Avenue
9rce, FL 34982-5652
Ph.-(861)-462--2185-= —_
Fax(561)462-1735
. POWER TO
3 THIRTY (30)
IN PREPARA-
/AL OF THIS
dated purpose
that permitted
all terms and
r1c v. which is
entitled
and the
We hereby release and agree to hold harmless, St. Lucie County and their employees
from all liabilities and claims of any type or nature which may aria a now or In the future
out of this transaction, inducting any damages which may be Incurred due to the
disconnection of electrical power in the event of violation of this agreement.
FDI!COMMUNITY DST. LUCIE C
_ r1
ANCHOR / CONNECTOR SCHEDULE coddwn2 PAGE I ••FASTENERS PER MFG'S SPEC"
TRUSS TO FRAME TO FOUNDATION (OR BOND BEAM)
MANUFACTURER
QTY.
I PART NO.
ATTACHMENT
CONNECTED ELEMENTS
MAX. UPLIFT
I HUGHES
1
HCDP
8-8d
TRUSS TO TOP PLATE
400 LBS
HUGHES
1
HCDP
8-8d
TOP PLATE TO STUDS
HUGHES
1
HCDP
8-8d
STUDS TO BOTTOM PLATE
---
1
:1-BELT - -
1/2.0 W/2" WASHER
® 48' O.C.
BOTTOM PLATE TO FOUNDATION.
_
(OR WEDGIT)
MIN. 6' EMBEDMENT
(OR BOND BEAM)
TRUSS TO DBL
HUGHES
1
HCDP
8-8d
TOP PLATE
400 LBS
1
TP4X
10-tOd
TOP PLATE TO STUDS
AT 4'-0" O.C.
1
TP4X
10-10d
OOTOM PLATE TO SAME
STUD AT 4'-0" O.C.
SHEATHING
SEE NAILING SCHED.
TOP PLATE TO STUDS
& BOTTOM PLATE
1
J—BOLT
17.2 4r O.C. WASHER
BOTTOM PLATE TO
OR WEDGIT)
MIN. 6' EMBEDMENT
FOUNDATION OR BOND BEAM
HUGHES
2
HCDP
8-8d EA.
TRUSS TO DBL
'
TOP PLATE `%,
�,. • Itl
•rF
HUGHES
2
HCDP
8-8d EA.
TOP PLATE TO STUDZ
VIP
=co
HUGHES
2
HCDP
8-8d EA.
STUD TO BOTTOM P13JE
STATE OF
•
1
J-BOLT
024' O.C.
BOTTOM PLATE TO FOUNDATI
OR BOND
•• COR1.•'
Q/,(,,` �D�j
(OR WEDGIT)
MIN. 6' EMBEDMENT
BEAM
HUGHES
2
HCDP
8-8d -
TRUSS. TO DBL
�LIILT
800 LBS
TOP PLATE
1
TP4X
10-10d
TOP PLATE TO STUDS
AT 4'-0" O.C.
i
TP4X
10-10d
OTTOM PLATE TO SAMEI
STUD AT 4'-0"- O.C.
SHEATHING
SEE NAILING SCHED.
-TOr-PtAlt 10 MUDS
IV
& BOTTOM PLATE
1
J L
OR WEDGIT)
®A8 E EMBE MIN. 6" •
FOUNDATION OR BOND BEAM
HUGHES
1
HCIO
18-10d
1210 LBS
(HC1O-2)
(20-10d)
TRUSS TO TOP PLATE
1267 lBS)
HUGHES
2
HCDP
8-8d EA
TOP PLATE TO STUDS
2
HCDP
8-8d , EA
STUDS, TO BOTTOM PLATE
THREE .OR MOR
1
J—BOLT
2 0 W 2 WASHER ® '6'BOTTOM
o.c. (2' MAX FROM STUD)
PATE TO FOUNDATION
TRUSSES ONLY
(OR WEDGIT)
MIN. 6' EMBEDMENT
(OR BOND BEAM)
,
I
-
'
�obog
MA
INDICATES ENTIRE WALL
TO THE CORNERS.
INDICATES A SPECIFIC
TRUSS TO TOP PLATE/
LINTEL CONNECTION.
INDICATES ALL INCLUDED
TRUSS TO TOP PLATE/
LIMEL CONNECTION.
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ANCHOR / CONNECTOR SCHEDULE ooddcon2 PAGE 1 "FASTENERS PER MFG'S SPEC
TRUSS TO FRAME TO FOUNDATION (OR HOND BEAM)
MANUFACTURER
QTT.
PART NU.
ATTACHMENT
CONNECTED ELEMENTS
MAX. UPLIFT
HUGHES
1
HCDP
8_8d
TRUSS TO TOP PLATE
400 LBS
HUGHES
1
HCDP
8-8d
TOP PLATE TO STUDS
HUGHES
1
HCDP
8-8d
STUDS TO 807TOM PLATE
1
J—BOLT
1®248" 0/C. W�HER
BOTTOM PLATE TO FOUNDATION
(OR WEDGIT)
MIN. 6" EMBEDMENT
(OR BOND BEAM)
HUGHES
7
HCDP
8-8d
TRUSS TO DBL
TOP PLATE
400 LBS
1
TP4X
10-10d
TOP- PLATE TO STUDS
AT 4'-0" O.C.
1
TP4X
10-10d
OTTOM PLATE TO SAME
STUD AT 4'-0" O.C.
SHEATHING
SEE NAILING SCHED.
TOP PLATE TO STUDS
& BOTTOM PLATE
1
J—BOLT
1 2 0 IN WASHER
® 4" O.C.
BOTTOM PATE TO
OR WEDGIT)
6
MIN. " EMBEDMENT
FOUNDATION OR BOND BEAM
1 HUGHES
7
2
HCDP
8-8d EA.
TRUSS TO DBL
TOP PLATE p`
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•7�c
HUGHES
2
HCDP
8-8d EA.
TOP PLATE TO STUD
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a
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a,
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STATE OF
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OR BOND BEAM
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2
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TRUSS. TO DBL
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TOP PLATE
800 LBS
1
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10-10d
TOP PLATE TO STUDS
AT 4'-0" D.C.
1
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0TTOM PLATE TO SAME
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SEE NAILING SCHED.
& BOTTOM PLATE
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MIN. 6" EMBE
FOUNDATION OR BOND BEAM
HUGHES
1
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1210 LBS
(HCID-2)
(20-10d)
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1267 LBS)
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2
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TOP PLATE To STUDS
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(OR BOND BEAM)
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JNTEL CONNECTION.
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GA OSs(� 277
DEC 4 1998
COMMUNITY DEVELOPMENT
ST. LUCIE COUNTY I
G INC.
FRANK W. FARLEY, INC.
POST OFFICE BOX 12059, LAKE PARK, FLORIDA 33403
SOIL DENSITY REPORT MODIFIED
- - - -- -- PROCTOR TEST ASTM D 2922
Date: SEPTEMBER 30, 1998
Job #: P98-0983
Permit #:-_98-080377--'
Client: MERCEDES HOMES
Job Location: 10608 PINE CONE LANE
LOT 3, PINE HOLLOW
ST. LUCIE COUNTY, FLORIDA
Test
Test Sample
Depth
Pen. In Place
Moisture Density
% Compacted
No.
Location
Res. Dry Density
Relationship
Test
Maximum
Density - Foundation Fill
No.
Dry Density
Below Slab
Grade
1
SE Section
0-1'
100.0
1
103.7
96.7%
2
111-2'
102.7
1
99.0%
3
Center
0-1'
100.3
1
96.7%
4
1.1-2'
102.5
1
98.8%
5
NW Section
0-1'
101.0
1
97.4%
6
111-2'
102.2
1
98.6%
INC.
)�q5
PRONE: (561) 845-7445 WEST PALM BEACH • (561) 337-7755 MARTIN-ST. LUCIE
(561) 564-0940 INDIAN RIVER • (407) 984-9661 MELBOURNE 0 FAX: (561) 845-8876
;t
AJF ENGINEERING & TESTING
FRANK W. FARLEY, INC.
POST OFFICE BOX 12059, LAKE PARK, FLORIDA 33403
SOIL DENSITY REPORT
--- - - -MOIS-TUBE DENSIT-Y-REL-AT-IONSHIP
T-180
Sample Optimum Max. Dry Soil Test
Location Moisture Density Description No.
A
Composite 14.8 103.7 White
Fine Sand
+---------+---------+---------+---------+---------+
104
+---------+---------+---------+---------+---------+
103
+----
---+---------+---------+---------+--
----+
+
+ + +
+
+
+ + + +
+
102
-h---------+---------+------------------------------F'
+
+ + + +
+
101
+---------+---------+---------+---------+---------+
+
+ + + +
+
-----------+---------+---------+---------+----------
13 14 15 16
Moisture % Dry Weight
PERMIT #98-080377
PHONE: (561) 845-7445 WEST PALM BEACH • (561) 337-7755 MARTIN-ST. LUCIE
(561) 564-0940 INDIAN RIVER - (407) 984-9661 MELBOURNE 0 FAX: (561) 845-8876
STATE OF FLORIDA PERMIT'
p D}'}PARTMENT OF HEALTH ? DATE PAID
ONSITE SEWAGE. DISPOSAL SYSTEM FEE, PAID
CONSTRUCTION PERMIR E C E'A V E D RECEIPT # _
Authority: Chapter 381.,. FS & Chapter 1OD-6, FAC -
,I"L 1 'S 1999
CO US -N PERMIT
FOR:
New Syste [
] Existing System
[ J
Holding Tank (
j Temporary/Experimental
[ ] Repair [
],Abandonment.
-[ ']
Other(Specify).
APPLICANT: AGENT: .
f�ene�(3E5 �om�s � ee�.�t.SS
PROPERTY STREET ADDRESS: -�
i"/eve dove 41.ue.
LOT.: 3 BLOCK: SUBDIVISION: Pi Ale Pollivu) S/6
PROPERTY ID #: [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER]
[OR TAX ID NUMBER] Ll
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 10D-6,
'FAC. .REPAIR '.PERMITS AND HOLDING TANK. PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER
PERMITS EXPIRE ONE. YEAR FROM THE DATE OF ISSUE. DEPARTMENT OF HEALTH APPROVAL OF SYSTEM DOES
NOT GUARANTEE. SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL
FACTS WHICH SERVED AS A BASIS. FOR .ISSUANCE OF THIS PERMIT REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY .RESULT IN'THIS PERMIT BEING MADE NULL AND VOID.
SYSTEM DESIGN AND SPECIFICATIONS
T. 1[,, �Q
i1 I. [GALLONS GPD.] PTICTANK/ EROBIC UNIT
CAPACITY
NUI,TI,_CgM ERE
SERIES:[ ]
:R
I [GALLONS./ GPD] _
CAPACITY
MULTI-CHAMBERED/IN
SERIES:[ ]
N [
] GALLONS GREASE INTERCEPTOR CAPACITY,
[MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS']
K [
] GALLONS PER DOSE DOSING TANK CAPACITY
DOSE -RATE [
] PER 24HRS NO. OF
PUMPS: [ J
[ q(p0] SQUARE FEET PRIMARY DRAINFIELD SYSTEM J
[ I SQUARE. FEET.. SYSTEMy�,1 J
TYPE .SYSTEM: [ ]STANDARD [ I FILLED
CONFIGURATION: jA ] �T'R�ENCH � ] BED
LOCATION OF BENCHMARK: `�� f�'b
ELEVATION OF PROPOSED SYSTEM SITE [ I [INCHES/.FTJ [ABOVE/BELOW] BEEN-C--- RK/REFERENCE POINT
BOTTOM OF DRAINFIELD TO BE [ ] [NCHES/FT] ,1BOV /BELOW] B£NC=/REFERENCE POINT.
D FILL REQUIRED: [ ] INCHES
D S/u U /Lr o /z. v ] -o
T 5C e-f4U 1 T 1 /Y '1
H A0,01LOVE10- OJTLG--T i
E
R 5
SPECIFICATIONS BY:
APPROVED BY:
DATE ISSUED:
EXCAVATION REQ_UIREDE [ 2 J] INCHES
11
TITLE:_ `
TITLE: - L . S sib"- CHD
EXPIRATION DATE: l (o ZDOO
bH 4016, 10/96 (Replaces'HRS-H Form 4016'[page I wbicb may be used)
(StockNumber.6744-001-4016-0)
Applicant
Page 1 of 2
A
INSTRUCTIONS:
t
PERMIT NUMBER:
APPLICATION FOR:
APPLICANT:
Permit tracking number by County Health Department.
Check type of permit; if "Other" specify type in blank.
Property owner's full name.
TELEPHONE: Telephone number for applicant or agent.
AGENT: --- - — Propertyowner's legally authorized representative.
MAILING ADDRESS: P.O. box or street mailing address for applicant or. agent.
LOT, BLOCK, SUBDIVISION or
PROPERTY ID#: 27 character ID number for property. (Health Department may require property appraiser ID# or
section/township/range/parcel number.)
SYSTEM DESIGN AND
SPECIFICATIONS:
'TANK: Minimum specifications from Chapter (OD-6, FAC.
DRAINFIELD: Minimum specifications from Chapter 1013-6,. FAC.
OTHER:_ Other specifications, such as operating permit requirements, low -volume flush toilets, variance provisos.
SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed.
APPROVED BY: County Health Department, personnel reviewing and approving permit.
DATE ISSUED: Date permit is issued by County Health Department.
EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairsbecome void 90 days from the
date issued.
14078711998 MERCEDES HOMES INC. B86 P�2 RPR 03 '96 12:13
J DEPARTMENT OF COMMUNITY DEVELOPMENT v
• 7:100 VIRGINIA AVENUr, ROOM 201
FT. PIERCE. FL. 34902-6652
407482-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification Ia to be completed by the project design architect or wIgIn"r. This Cermcetlon must bembmltted "'MRapplications for building permit Involving the owstructlon of new realdence (Single or muMl-f&M*), residential adQNlon, any accessory
structurerequning abuilding pmml, and any noraasldenlial slreclure. This CerttficeBCn shall not apply fo R+tmlcr ren0vellone (provided
that no Structural we1tS, columns or other slmiter component V being effected) and certain other minor bu8ding permits. F or further
assistance, please contact the Bulding Inspection Office at 462-1553 or 452-2172. v e-
STREET AOORESS
06W PINE- CzNn - LANE;
PR'NUNM
rERW NU11®ER
L
Deep. TYPE
-
COT. TYPE
p
CERMFICATION STATEMENT•
CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTFD AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMMRS AND AB$UMPTIONS USED: Nose ctreck or carnow& o+etpan+r+iaoe Dox)
I walING CODE EDITION USED (YFAm 94 swat ASCE 748 OTHER (SPECIM
Z BUILDING DESIGN. IS (urEcK owl ENCLOSED ,� PARTIALLY ENCLOSED OPEN BUILDING
,�. BUILDING HEIGHT: _15_ FT a. YMM SPEED USED IN BUILDING DESIGN: �tim MPH
a.
WND EXPOSURE CLASSIFICATION Ia "To FJwapi E TA Es w aus txw Ccbe roomm IN LSK say
C
. !
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE
_ 614,7 PSF
7.
PEAK VAND VELOCITY PRESSURE ON EXTERIOR FACES OF MR..(Ir tURE:
GiY. PSF
!.
IMPORTANCFJUSE FACTOR (oeTAIN Papa al U)M CODEX J.. 0
�.
LOADS: FLOOR PSF ROOF/DEAD: 17 PSF
ROOM m'. a� Fff
1Q;
WERE SHEAR WALLS CONSIDERED FOR STRUCTURE p4r= owl YES Y1 NO_
If NO. why? taCadl
explanation)
u
IS A CONTINUOUS LOAD PATH PROVIDED (pEot ow YES NO
If NO. whir! (such
sxplanailen) "—'
ti
ARE COAPONENT AND C ADOING DETAIA PRovIDED ca+c I Crq YES Z NO
axphrvaen)
If NO. why) (aaach
te.
MINIMUM SOIL BEMM PRESSURE: Clow PSF
AS
WITNESSED BY MY SEAL. I HEREBY CERTIFY THAT THE INFORMATION'S INCLUDED
WITH THIS
CERTIFICATION IS TRUE AND CORRECT. TO THE BEST OF MY KNOWLEDGE AND BELIEF_
NAM — " ` `�""a r"i�- CERTIFICATION NO: l>E 003gSciS`
� 1 "
} —
DESIGN FIRM: S'Pwce �as �rvc5
(SEAL HEREI
DATE:
/
�.
a
e&rzoae
"
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