2012100260-TrussesCUSTOM TRUSS
1890 W. ATLANTIC AVENUE
DELRAY BEACH, FL 33444
954-786-8800
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS:
Project Information:
Name:
O'DWYER RES
Address:
6019 NW 69 WAY
City, State, Zip:
PARKLAND, FL
Building Code & Chapter: Computer Program Used:
FBC 2010-HVHZ RES
Gravity: Gravity:
55
psf Roof Total Load 65 psf Floor Total Load
Wind:
VIEW by Alpine
170 mph from ASCE 7-10
code
This package includes a Truss Index Sheet and 5 individual truss design drawings, together with the attached index of the Truss System
design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61G15-31.003 of the Florida Board of
Professional Regulations.
Note: Furthermore, the responsibility of the undersigned is solely limited to the
design of the truss components shown. The suitability and use of these
trusses for any building is the responsibility of the building designer.
Delegated Engineer: CARL,G.FORBES
FL LIC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL. 33069
(954) 682-6651
Al 12/12/12
2 A2 I 12/12/12
3 V3 I 12/12/12
4 V2 I 12/12/12
5 V1 I 12/12/12
HomeBASE by Alpine
Page 1 of 1
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THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS'MFR'S LAYOUT
Job:(20120861) -NATALE CONST-O'DWYER RES / R2
Top chord 2x4 SP M-30
Bot chord 2x4 SP M-30
Webs 2x4 SP_i#3__12R
Lumber grades designated with "12A" use
Calculated vertical deflection is 0.10"
loud of X = 6-6-0.
des,gn values approved 1/5/2012 by RLSC.
due to live loud and 0.21" due to total
Calculated vertical deflection is 0.10" due to
due to totol food at X = 6-6-0. L/360 live and
live load of X = 6-6-0 and 0.21-
L/240 total load.
6'6"
=4X6
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM .TRUSS MFR'S LAYOUT
170 mph wind, 15.00 Ft mean hqt, ASCE 7-10, CLOSED bldg Located anywhere in
roof, RISK CAT II, EXP C, wine TC DL=8.0 psF, wind BC 0L=5.0 psF.
GCpi (t/-7=0.18
Wind loads and reactions hosed on MFRS with additional 08.0 member design.
Bottom chord checked for 10.00 psf non -concurrent live loud.
Deflection meets L/360 live and L/240 total loud. Creep increase Factor For dead
loud is 1.50.
All wind load coses on this truss hove o 1.33 duration Factor.
C'6"
LEFT RAKE = 2'0"2
LEFT JIG = 6'11"9
TAG = T2
PLT. TYP.-WRVE
CUSTOM TRUSS
1890 W. ATLANTIC AVENUE
DELRAY BEACH, FL 33444
PH: (954) 786.8800
FAX:(954) 786.8804
13'
2'
R-915# U-280# RL -135/-135# W-8"
(Rigid SurFoce)
DESIGN CRIT-FBCIOHVHZRES/TPI-2007 FT/RT-20X(0X)/10(0) O T Y= 6 TOTAL= 6
..WARNINOM• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) AND WTCR (W000 TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MADISON WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURRL
PANELS ANO BOTTOM CHORO SHALL HAVE R PROPERLY ATTACHED RIGIO CEILING.
**IMPORTANT ■I FURNISH COPY OF THIS OESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUBRACDINGHE OFTTRUSSES.USS IN CODESIGNNCE WITH CONFORMSTWITHDAPPLICABLEIPROVISIONSNOF, NOSP(NATIONALTALLING &
OESIGN SPEC,
BY AF&PA) ANO TPI. ALPINE CONNECTOR PLATES RRE MADE OF 20/18/16GA (W,H/S/K) ASTM P653 GRADE
40/60 (W,K/H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED
ON THIS OESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL
BE PER ANNEX R3 OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY ANO USE OF THIS COMPONENT FOR RNY BUILOING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, PER ANSI/TPI 1 SEC. 2.
C'6" 2'
R-915# U-2809 5-8"
(Rigid SurFoce)
CARL ,G. FORBES, PE.
S55 S.POMPANO PKWY.
POMPANO BERCH,
FL. 33069
LICENCE NO: 20699
(954) 682-6651
RIGHT RAKE = 2'0"2
RIGHT JIG = 6'11"9
SEO = 346294
REV. 10.03.11.0209 S11LE =0.4777
TC LL 30.0psf IREF
TC DL 15.OpsF (DATE 12-12-2012
BC DL 10.Op5F IDRWG
BC LL 0.OpsF I VB
TOT.LD. 55 . OpsF 0/A LEN. 13
DUR.FAC. 1.25 JOB #: 20120861
SPACING 24.0" TYPE CONN
Job:(20120861)-NAI-ALE CONST -O'DWYER RES / V3
Top chord 2x4 SP M-30
Bot chord 2x4 SP M-30
Webs 2x4 SP_#3__12A
Lumber grades desi9noted with "12A" use desi9n values approved 1/5/2012 by ALSC.
Colculcted verticol deflection is 0.03" due to
lood of X = 10-2-7.
live food and 0.07" due to total
Colculcted verticol deflection is 0.03" due to live load at X = 10-2-7 and 0.07"
due to total lood of X = 10-2-7. L/360 live and L/240 totol load.
All wind load cosec on this truss hove o 1.33 duration factor.
=3X4101)
C'
12
4
=650508
THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean h9t ASCE 7-10, CLOSED bldgg, Located anywhere in
roof, RISK CAT II, EXP C, wina TC DL=8.0 psF, wind BC DL=5.0 psF.
GCpiC+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member desi9n.
Bottom chord checked For 10.00 psF non -concurrent live load.
Deflection meets L/360 live and L/240 totol load. Creep increase factor For dead
loud is 1.50.
See DWG VAL180100212 For valley detoils.
•
441
=3X4 (01)
X4
/ - // / 1113/ 12. / / / /,./. / /I
/,.B / / / / / 1L' / - — / /3"G
LEFT JIG = 6'3"14
TAG = T4
PLT. TYP.-WAVE
C1:STOMTRUS8
1890 W. ATLANTIC AVENUE
DELRAY BEACH, FL 33444
PH: (954) 786.8800
FAX:(954) 786.8804
DESIGN CRIT-FBCIONVHZRES/TPI.2007 FT/RT-20X(0X)/10(0) 0 T Y= 1 TOTAL= 1
••WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, NANDLING, SHIPPING INSTALLING ANO
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION) PUBLISHECO BY TPI (TRUSS
PLATE INSTITUTE 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) AND WTCR (WOOD TRUSS COUNCIL
OF
ENTERPRISE
WMADISON, WI 53 ) SAFETY PRACTICES
THESEFUNCTIONS. UNLESSOTHERWISE INOIATEO,TOPCHORDSHALL HAVEPROPERLY ATTRCHEO
STRUCTURAL
PANEL ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
••IMPORTANT•• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEEREO
PRODUCTS, THE TRUSS INRLL NOT BE CONFORMANCEEWITTHS TPI: ORRRNY FABRICEVIATION CATING, HANDLING, SHM THIS DIPPING, ANY
INSTALFAILURE &TO
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC,
BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/1604 (W,H/S/K) ASTM A653 GRADE
40/60 (W,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERWISE LOCATED
ON THIS OESIGN POSITION PER DRAWINGS 1604-2. ANY INSPECTION OF PLATES FOLLOWED 8Y (I) SHALL
BE PER ANNEX AO OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY ANC USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, PER ANSI/TPI 1 SEC. 2.
CARL ,G. FORBES, PE.
555 S.POMPRND PKWY.
POMPANO BEACH,
FL. 33069
LICENCE NO: 20699
(954) 602-6651
N N
9'5"15
R-111plF U-100pIF RL-5/-Splf W=12'
(Rigid Surface)
RIGHT JIG = 6'3"14
SEO = 346303
REV. 10.03.11.0209 S1LE =0.6694
TC LL
TC OL
BC DL
BC LL
TOT.LD.
DUR.FAC.
SPACING
30.0psf
15.0psf
10.Opsf
0.OpsF
55.Opsf
1.25
24.0"
REF
DATE 12-12-2012
DRWG
VB
0/A LEN. 12
JOB #: 20120861
TYPE VAL
Job:(20120861) -NATALE CONST -O'DWYER RES / V2
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM:TRUSS MFR'S LAYOUT
Top chord 2x4 SP M-30 170 mph wind, 15.00 ft mean hot RSCE 7-10, CLOSED bldg, Located anywhere in
Bot chord 2x4 SP M-30 roof, RISK CRT II, EXP C, wind TC DL=8.0 psf, wind BC DL=5.0 psf.
Webs 2x4 SP_#3__12R GCpi(t/-)=0.18
Lumber grodes designated with "12A" use design volues approved 1/5/2012 by ALSC. Wind loads and reactions bused on MWFRS with additional C&C member design.
Calculated vertical deflection is 0.01" due to live lood and 0.02" due to totol Bottom chord checked for 10.00 psf non -concurrent live lood.
load ot X = 6-2-7.
Deflection meets L/360 live and L/240 totol loud. Creep increase factor For deod
Calculated verticol deflection is 0.01" due to live loud ot X = 6-2-7 and 0.02" load is 1.50.
due to totol load at X = 6-2-7. L/360 live and L/240 totol load.
See DWG VAL1B0100212 for valley details.
All wind food cases on this truss hove o 1.33 duration foctor.
=3X4 (O1)
4'
=4X4
4'
LEFT JIG = 4'2"10
TRG = T5
PLT. TYP.-WAVE
CUSTOM TRUSS
1690 W. ATLANTIC AVENUE
DELRAY BEACH, FL 33444
PH: (954) 786-8800
FAX:(954) 786.8804
DESIGN CRIT-FBCIOHVHZRES/TPI-2007 FT/RT-20X(00.)/10(0) O T Y= 1 TOTAL= 1
.eWARNING*• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) AND WTCR (W000 TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MAOISON WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURRL
PANELS AND BOTTOM CHORO SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.
**IMPORTANT *V FURNISH COPY OF THIS DESIGN TO INSTRLLRTION CONTRACTOR. ALPINE ENGINEEREO
BUILD
PRC THE,
TRUSS SHINACONFORMANCELL NOT BE EWITTHSTPI: ORFOR
FABRICCATING, 49401)4G, SHDIPPING, ANY INSTALLLINGE&TO
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS 0NOS (NATIONAL DESIGN SPEC,
8Y RF&PR) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE
40/60 (W,K/H,S) GRLV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED
ON THIS OESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL
BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE
SUITABILITY RNO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, PER ANSI/TPI 1 SEC. 2.
CARL ,G. FORBES, PE.
555 S.POMPANO PKWY.
POMPANO BEACH,
FL. 33069
LICENCE N0: 20699
(954) 662-6651
8' 8'
10' 1 "15
R=111plP U=100pIF RL=5/-5pIF W=8'
(Rigid SurFace)
RIGHT JIG = 4'2"10
SEC = 346301
REV. 10.03.11.0208 SCFLE =1.0040
TC LL 30.0psf REF
TC DL 15.OpsF DATE (2-12-2012
BC DL 10.OpsF DRWG
BC LL 0.0psF I VB
TCT.LD. 55.OpsE IO/R LEN. e
DUR.FRC. 1.25 IJOB #: 20120861
SPACING 24.0" ITYPE VAL
_Job:(20120861)-JATRLE CONST-O'DWYER RES / V1
Top chord 2x4 SP M-30
Bot chord 2x4 SP M-30
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated verticol deflection is 0.01" due to five load and 0.02" due to total
loud at X = 2-2-7.
Colculated verticol deflection is 0.01" due to live load at X = 2-2-7 and 0.02"
due to total load at X = 2-2-7. L/360 live and L/240 totol load.
m
2'
=3X4 (D1)
12
4 12:z -
=3X4
T1
=3)d4 (0111
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft meon hqt, ASCE 7-10, CLOSED bldg, Located anywhere in
roof, RISK CRT II, EXP C, wind TC OL=8.0 psf, wind BC DL=5.0 psf.
GCp i (+/-) =0.18
Wind loads and reactions based on MWFRS with odditionol C&C member design.
Deflection meets L/360 live and L/240 total lood. Creep increase factor For dead
load is 1.50.
See DWG VAL180100212 for volley details.
All wind lood cases on this truss hove o 1.33 duration foctor.
2' -.
LEFT
LEFT JIG = 2'1"5
TAG = T6
PLT. TYP.-WAVE
CUSTOM TRUSS
1890 W. ATLANTIC AVENUE
DELRAY BEACH, FL 33444
PH: (954) 786.8800
FAX:(954) 786.8804
DESIGN CRI T-FBCIOHVHZRES/TPI-2007 FT/RT-200)07)/10(0) QTY= 1 TOTAL= 1
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING ANO
BRACING. REFER TO BCSI 1-03 (BUILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
OFPATE INSTITUTE, AMERICA, 6300 ENTERPRISE3 RLN,OMPDISONTEWI0537M19) FOR' SAFETY3719/ PRACTICESND WPRIORWTTOOTRUSS PERFORMINGNCIL
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY RTTACHEO STRUCTURAL
PANELS AN0 BOTTOM CHORO SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.
■MIMPORTPNT,■ FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC,
BY AF&PR) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/1606 (W,H/S/K) ASTM R653 GRROE
40/60 (W K/H,S) GRLV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED
ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL
BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE
SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, PER ANSI/TPI 1 SEC. 2.
CARL ,G. FORBES,
o� m
PE.
555 S.POMPRNO PKWY.
POMPANO BEACH,
FL. 33069
LICENCE N0: 20699
1954) 682-6651
REV. 10
TC LL
TC DL
BC DL
BC LL
TOT.LO.
DUR.FAC.
SPACING
R=111plf U=100plf W=
(Rigid SurFo e)
RIGHT JIG = 2'1"5
SEO = 346296
03.11.0209 S2FLE =2.0080
30.0psf
15.0psf
10.0psf
O.OpsF
55.0psF
1.25
24.0"
REF
DATE 12-12-2012
DRWG
VB
0/R LEN. 4
JOB #: 20120861
TYPE VAL
10'9'1`
PACE
(ABLE: OF CONTENTS
GENERAL ENGINEERING PAGES
HANDLING AND INTI ALLATION AND TEMPORARY BRACING NOT95
STANDARD ROOF VALLEY DETAIL
:.:; ANDARD GABLE END DETAIL
STANDARD DROP GABLE END DETAIL.
STANDARD FALSE 13OT-SOM DETAIL •
..T-0" CORNER SET DETAIL •
:HELD APPLIED OVERHANG DETAIL
.STANDARD REPAIR FOR BROKEN CHORpS, WEBS CHORD SPLICES
.S,rANDARD WEB BRACING
.OFFSET BEARING JOINT
.PIGGYI3ACKCONNECTION DETAIL
.WEB I3RACING RECOMMENDATIONS
TRUSS WEB BRACING LEDER
.2 AND 3 PLY GIRDER CONNECTION DETAIL
.LEVEL. SOFFIT DETAIL. FOR 2.5112 SLOPES AND CHLA1 ER
,SCSI Sur, --)ARY SHEETS
CARL,G.FOWF=S
FL LIC. NO: 20699
5J5 S. POMPONA PKWY.
POMPANO BEACH, FL. 33069
19541 682-665
__e,4rKYt?�kS; trtlrta•
_
II10(1 W. ATLANTIC AVt_.NUt
1)LI-17AY BEACH, FL 33414
051-703-0000
CAIS {OId111
lUC1,11011
JOB li
r•ri7!IUUt4f,littau?arK n9lCeG v. M��h w�' �� tt� QxK�sg'rini V"✓»vC h vuUS 1 A ti sF51; , : _
l'lr..ose read copy of ''BRACING WOOD TRUSSE • (Mocked
7 Mese busses must he lifled with core useing o sfongbuck •u1 sp0cucler bur to ovoid
dc,nrnxJe fu trusses nod/ or personnel. Cuslorn Designed truss Co. is nol rcponslble lor inconeclly
Ihandied and/or installed trusses. Cx.iro core crust be token with spurs over 10' -0 wit{
with �;cissor/vaulted trusses. We highly recommend that -o crone and expe,iInced personnel
Ue nscd during ins ((Motion.
�. i'10nse review layout curelully to ossurr thnl components ore Inslcrlle.d no pion ;{tows,
00 in tileii Maher locution, ure positioned right side up, are turned in the right direclion
In pr (dorm us engineered. Should you hove difficulties; please roll us, mil we wdl nnswer
your goestlons 0101; 1i necessory, send o person Io check the problem. We trt•ill not permit
hut;lcclrnrges if this procedure is 1)01 followed.
I)nlrao otherwise noted on this, DO 00 CUT ANY CI100.105_00,,.KOS 10 A1,11 _I1216'51:S1 I
11 is the resposibllily of the General. Con lror; tor or Owner to odvise oil trades We nre
uul responsible for lietd ntbdiflculions 'unless othorized by signed ugreen(cnl by our oyent
these busses ure to be spored 21 inches on cr.n)cr unless natal 001(.;1.Wkr
When inslt+piny Scissn0 Jrusses, Void tett trusses, or Colltedral 'trusses, ullc'wnnce inust be
'nude' for hurizontnl displacement til one support.
11 flour trusses most support concrete sub -floor, the plywood, must be shored tiptoes the
pouring (Tel 0lion cod throughout the drying period, consult trchilet:l er I_nc)'u,c:r al 00001)
._ .-___-_---lug sijorinq iiinslirucllnn;.
1 L M PO -R 131 AC1 iG NOTET
I. 1'Icasr: mod copy of 'TIOAC1NC :WOOD' TRUSSES" atinched
Il1e51 11us-se; nous( be subs ton holly 01000)1 during irt;tollul101) 0110 bf0:-, 11)11 fu;1:'t
(plywood, 1nobog, etc. is opplied Under no circumsionce s place entire bundle of
piywood, roofing, 01 o)her n building o teriols on roof or floor system. flus ton severly
°vet lurid the trusses beyond their slruclurol limits orrd rouse Inil.u0 1 caillinq in scri')us
nt ui Loi death.
.1 )10V\)(0l 1')) 000001) specified on truss drawings is required In pi event hur.l.lint:) 01 the meinbec
shown the 0100ing-used may be- a 2sf1 1,Io..3 SPIs[ or 09)101 lumber, uonner.led w/ (2) 1101
otitis minimum. 'Ibis continuous bracing should be connecled to 0 sato! paint til both ends
11 It is possible to provide a continuous bior. e, this 000 be occ:oruplishorl by „t" Mucin))
line member by upplyiny the some sir: unit giod^ of lumber os lhn merrier ,:00 t1 90 (.1,11ee
on 1)1e w / lfti roils 0 12 inch cen t ers. Custom Designed puss 00 will not be. responsible
in on way for on improperly braced roof/floor truss system.
1 Poomoncnl bruciny is otwoys required. Speciol dcsiglln requirements, such 'is
wind 0rucinc), 1100101 bracing, seismic. brocing, shcor walls, dinphiugnls, and 011)01 loud 10andel
elements ant! .heir connections to these trusses must be designed by the p10)))..) Arehii•.:(.l
00 Engineer. .
11 is the responsibility of the General Contractor or Ownor to odyioe all irotf•ts
11 on questions orise plcose coil this 'DI tic for inslrucli0ns of o':,d)::_lith _J0r1)
Delegated Engineer: CARL,G.FORBES
FL LIC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL. 33069
(951) 602-6651
NDARD � ALi- (
_�
j_- SUP POP1iNC •l-RLSS[S
11 /11' 11 14 11 II II 11 11 II II
11,-, 11 ILL,. 11 II II II 11 11 11 11
II' Il iI`� 11 !I `4 11 11 1 11
II 11 11 11 II Il
11 11 11`±:1', II Il —Ii4 11 11 11
II ►I I{ c ,li iI . I1 :::: �I II 11 11
11 11 II 11 Il=77'1177 II it
11 11 ...._I1 -11_ - II- _ __Jl —1L- iI = II` 1 ii
it -
1 VA1_L EY 11;USSES = __
10 II
111 11
\\
1.Rl1S`,;IN;TALLER IS RESPONSIBLE FOR I URNISi-IING AND INSTA1_I.ING 00 ACE MA-fl_RIAL
4'0•0 VAT 1_11Y VERTICALS OVER 7'-6" iN LENGTH,BUILDER 10 ADD '2r.4 "-I" BRACE
40;;5101 OF V1:RTICAL [00 INTIK LENGTH. FAS -1[N W/ 16d NAILS o" O.C.
'110;05 DCSIGN IS VAIN) FOR WIND 501105 UP TO PIG MPH, A SHAPE LACT00 UP TO
..,1,°:I:', ANi) A MLAN 1'1001-11' UP TO 30'--0"
•:,E,: % ,01.: 1)1. I All. IS F 00 OR ACING INFORMATION ONLY. 500 ENGiNEERING' DT:WINGS [00
...r\;C'1t1A;0 SI-4APL, 0110005, OVERHANGS, 0E00 000001005, AND I'LAii_ IN00RMA 110N.
TOP CHORDS 00 500000/100 TRUSSES MLST 00 SITEAl1-ILD \49 I/2" 011IJIMUIv1 PLY-
WOOD, 1—/N.51—UNH) AS 1]L001100 I]Y .GOVMvI1N 0 CODES, OR SCA1.3ff 0 10 1 I' AC0
W101 •2-x4 01000011007 VALLEY ARE A, FASTENED. Wl-Ill 100 NAILS AT 6" U C. OR
1.AT1'.0AI•.-LY M.:6\ CED WI'0I 1x4 ATI AlACHED WiTH (2) 00i NAILS AI EACH INT ERSE.0000
10 1010 01100D OF SUPPORTING TRUSSE.`. .AIZ[ '2x6 00 LARGER.
THIS 01' -SIGN SHOWS ONLY REQUIRED 00 ACINC FOR INDIVIDUAL VICLY 500 F00
I)00MAN10 1 ANi) TEMPORARY 012ACING, W1 -11C1-1 15 ALWAYS 0EQUIRI;.0, CONSUI_l 11.11',
UUf1-0100 FNG101 l.0 00 ARCI1{11.C1_. 01-1700 TRUSS 01_ AK 11v1511TUTL 000.1CA1.100
'010--111 SUMMARY 511001" I00 OTHER IMPOR1ANT INS1ALLAiION AND BRACING NOTES.
000.00.0. 10 1]EVEL BOTTOM CHORD OF VALLEY MEW10LR 00 ATTACH 6" W0000 1) (1 0 Re(6c•;Irei
.10P (MORD OF 500000TING TRUSSES TO PROVIDE SOLID 1]OARING.
0 STRAP 00 CUP E.AC1-I VAU_l:' 0000E0 TO .1.01 CHORD 00 [ACII 500000000 02255
DESIGN CRITLlflA
,
• sir :
•
�y�rr�,•� r C411144sq 1,I4u44A
1000 W, AVIAN r4c AVENU
0EU AY i)1 -.ACTT l (- 334.44
g:i4.7110-110110
1 OP C1-10120: 2x 4 Nu, 2l1 IUSP
001 (7l0l(O: 2y4 N. 'Al 1911
V1.41'11CALS ' 201 ?In J 1451'
A1101'110 S1121SS I1401E1 .. 1 �)
100 0110I1D I.IV. LOAN.•
'100 CI(0111) DIAD IOAll
.01 PSI
I1 PS{
1100(061 01100D DEAD I DAD 10 PSI
101 Al LOAD 1)5 I'tir
OAOL,G.f-0013ES
FL LIC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL. 33069
(951) 602-6651
AI\ID C AB E ND
ON
x J1 (M. N'1
CENTER Mitt Eld NNI.S. 2x
, 6,(MAUS N -0
AIL 6" DN GEN
W1111 6c1 14NILS. SEE CkAR.I
1:CTION "A
12
1.C1 COVON
FOR MA;(1MW.t
LENC11-15 or
•
LI [-----R---------J
CO \11 INUOUS REARING
wo: LiT.,c)11 mAx rocn.1 MAX LITHCIII MAX 1114C111 MAX LEK ffl NC114 WOW U114(1U "IFSli()414
yt:Rltats w/o 2RACC y1)1 Mina bt4 L-OACE 2r1 1..-0RAcr 1.-ORACE 2xt1 NO.S
- rl'omxx) A!.1 nitS1 /
- 2" .1 -- " 81-0" 91-9" 12 —9" 151-0°
• (...)
,„ ,, 7, 3,,. 9, ,,, 0,, 4 'ft1 In. l(P4
8'--2" -- 4" --B" . 2.• )/-
u„i wa.s ).x,$
•
I
1. 'MSS LRE C100 IS RESPONSIBLE RR FURNISHING AND INSTALLING nRAcr KATMAI_
2. .13011.01-1R IC; 100 A CON1-14,1005 0 P.T. 2x 4 LIOCER FLATWIST ON l'OP 01BC MING
M11)1° OM, 00 AGAINST' GABLE eo-riom C0000. PROVID11 CONNECTION 1.0 WALL TO
Rli9ST 100 OLE U0111- T AND '260 PIS HORIZONTAL LOAD INWARD OR 00 TWARD
665 DESIGN IS VALID FOR WIND SPEEDS' UP TO 116 PI 1, A SHAPE. I- AC TOR 00 TD
I. I , AN I) A MEAN 00011T 00 TO -30L 0"
THIS DETAIL IS FOR LIR ACING INFORMATION ONLY. SCE ENCINL[RING OR AWING . 000
AC 10 AL SH NTT 0, 0111 11 S, OVERHANGS, 11E10 CONDITIONS, AND PLATING INT ORM A T100.
WHEIN ADJACEN 1 10000 HAS A VAULTED NET OM CI -1000, SIAETIL1-1 Y 01- WALL SUPPOR-
TING EADLI VJ 1 31 CHas,KED 0\( BUILDING DESIGNER. ADDH1ON ALLY, A 'hi 11 00L0
MUS a A l IA. 0 10 11 IF INSIDL FACE, OF CABLE, FOLLOWING PROFILE 01- ADJACIIN
TRUSS 0011-0M CHORD, I' ASTEN LE.0000 TO [ACI -1 VERTICAL WIT0 3-l0 NAILS. '
G. THIS 005100 SHOWS ONLY R[QUIRED BRACING 100 INDIVIDUAL CABLE MUSS. [00
PERMANEN I. AND 11-JAPORARY OR ACING, W1-1101-4 IS ALWAYS 0E00160D, CONSUL T1-1[
WILDING ENGINEER 00 ARCHITECT. REFER TO TIRUSS PLATE INSTITUTE_ 001131 C A ION
"HIB -91 SUMMARY SHUT" 1.00 0 THCR IMPORTANT INSTALLATION AND OR ACING NOT LS.
1. BOTTOM 011000 00 CABLE MUST BE PROTECT -00 FROM CONCRETE AND MOISTURE.
O IIIMPORWY GROUND INACING IS REQUIRED FOR ALI_ GABLE_ [ND INS TALL A 11000
9. 11115 10055 MAY HAVE A MAXIMUM -2' - 0" CANTILEVER WITH NO ADDITIONAL W[NING.
outm},41milp
1000 W. ATLANTIC AVENUE
F_E_RAY FL 3 3 4.,1‘1
9 54480 -01100 •
10P C0000: 2yi NU. 20 1951'
(1(11 C.110i1(1 hi 14o. 711 MP
DESIG1\cImEkA
WRTICALS : 2x4 On. 3 051'
•
STRESS INCREASE'. : 1.13
102 0110R0 lJvt EOM .511 'SF
102 CHORD DEAD. Eno 5PSC
norm CHOR0 OLAU EOAD 1(1 PSI
10E4 1.0A0
CAFIL,G.FOROES
FL LIC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL. 33069..
(954) 632-6651
! I A r` �- j (-; - `.)
I 1--._.j_ i_ ��s I iKK � I�CiI�
f- - I z I i
1^'4I
cI � I ;�� >- Cr, o • -- 7 'J>- CD I I\ c'z
i- i i C✓ �' �� O Cir Jam. ..Z ,�� u- I -: - ! Ci ; - - i \V i 1 G i;�
�_� ,-; i tet'' o >>>✓ i _- \\, I Z
� r-- ! ._ x : _..i v ...f --t• ff '- C ti J �v - i 7-:: N , � �.� I j y L � ` 1 \ •,\ '' ��f
L __ ' C j nC Q ry , f, G'✓ v= C;:, j = I = - Ir^-.= I i.-.1
\N I \ ` ` I
I� I ,L'-' Q .-- "0i� - _ C Z 1 I^ I t{ w x I j 1 V
I I c- _� --4r}- �zc I I I -I I \ —'\ �J
> € } Z
z I3 `.j I x z� •J -< .. > G ;- O — I C---. CD
�: I'" \ \` /--z - �� 1 r_
I
--H
Z Z O - :f I - V c c- . I U I
n- � v r � z Q n -� N j I j i 1 I N.T \1 \\ o z n ~I I
1 -C N w G7 u U -C ,-1 G G _ = N j i^,- I �II _- \�" - Z �i l I
I OHO - t_; > • IO.-•, � (ID CD �� 0 :7 - . i I I I � = I Z I X • ? 0.- lJ
r C)NI i L C_ ' r ,! iCZ' 5I G\I I 1\ �\ C;
ECJ AND ARD FAL BOTTOv
I' 0:01\511.1 TRUSS LNGINE.CRING
I -OR SHAPE, Lt)Mt3lR, PLATE, AND
' 011117_R INFORMATION -NOT SHOWN
BY TILTS DET_AiL.
DEJ A11..
12
MATCH COMMON
/- -._._— 1111 " -^
%i' ;(dam I'(l-�' t1sl= BI-acl,1c) , /
-i'-/ �4-�;'_ / AVOID PI.ATL
./ OVCI�LA1 / /
%�,,,.,, _- i i / / `ti' -U"' MAXIMUM /
I: V /////lll»/ 1ZA'///7/// /Lk A7ZZ/Z//ZA1 i7Z) k'///t�-1/7..Z72
�cL NoiE
\ C"—." -------l------
� ` � ` �1�
\ 001 iOIM 67 -ion MAY 0E F4 -AT OR SI OI .1) �...- / I�
-114GU.11
TRUSS INSTALI I_i IS RLPONSII3LE [00 FURNISHiNG AND INSTALLING MAC(_ MAT1::121A1..
SPLICE PLA 11_ 10 01: 506 AT VERTICALS; 3x6 PLATE BETWEEN Vi_RTICAI-S.
lx,1 CONTINUOUS L.ATLRAL BfiACING AT 6'--0" ON CCN1LR ANi) AT JOINTS f AWN
TO [111-11-0 FiDGF_ OF TRUSS (30`1200 CHORD WITH (2) tad COMMON NAILS
11115 i0LTAIL IS I-00 F)RACIIJG INFORMATION ONLY. SCE CNGINELRING 00,9,VINCS i'00
ACTUAL SHAPE, PITCHLS, OVERHANGS, HELL. CONDITIONS, AND PI.A TING INFORMATION
5. DIAGONAL HOAGING 15 RLQUIRED AT CACI1 [ND 01= LAILRAL BRACING ANO 20: --0°
10)1_RVALS IN I=ALS1. 00T'10M 01000 ARCA, DiAGONAL BRACING MAY 00 ELIMINATE -0
Al ENDS . iF 1-ATLRAL BRACING IS ATTAC1-ILD TO T_111.-. 51000TUOAI-. 00T I OM 01-1000 OF
AN AOJAC1INT TRUSS THAT, HAS A PROPERLY ATiACI1ED 01010, CLILNG
6 -(MIS DESIGN SHOWS ONLY 00001000 BRACING i[00 INDIVIDUAL F10.00. FOR OTHER
10 0MAOLNT AND 11_MPORARY BRACING, WHICH IS ALWAYS 01100410, CONSULT 101_:
0011 -DING 1:0000E0 00 AOL;I-11Tf C I. (JC.if_0 TRUSS PLAT(_ INSTITUTE 0001.I(;A-1100
"[110-111 SUMMARY SILEC L" i700 OTHER IMPORTANT INSTALLATION AND (TRACING NOTES.
7.
ADD 5101) T,T CAN TILEVFIT CONDITIONS AND ATTACH WITH 3x1 MINIMUM PLA )05
11. fALSf_ 001-1005 0AY 00 Sl -TIPPED LOOSE AND A-ITACI-iED 10 ECU BY TRUSS INSTALLLIT
n1TACl i i II.1.1 L_0 WI1"11 3x0 "NAIL PLATES" ON BOTH FACES 01* F11.110 Al 1 AC1'1 OCCURANCL
Of A VLPACAL FASTEN "TRUSS NILS" (.131 DIA. x 1-3/13") 10 STRUCTURAL 00-1-T00
01.101;0 ANO 'I "TRUSS NAILS" IN FILLER.
t•.C1'071-1114.(TUIt O
1114)0 W. ATI_ANTIC AVE=NUE •
OIL:t.RAY BEM:II, 1'1_ 33444
914,1-0110-(100(1
DLSIGC0I.1ERln
106 (7IO11 2x1 No. 21) 19S1'
1101 CI1000: 2=4 Nn. 70 4,?SP
V1-10-1CAI S • 21,1 Nn..' 1 ISP
MONAD S1RtSS 4NC03ISt. • 1 ..S.S
10P 01.1001) 0V1 ono,
101' 01100D RAO LOAC
001101.1 (7)000 UCAU 1,000.
.x1 PS[
1i I'SI
10 PSI-
CARL,G.I=ORoES
FL LIC. NO: 20099
555 S. POMPONA PKWY.
POMPANO GE.ACH, FL _33069
(95/4) 602-6651
7, 0„
--0" —0"
TOP CI-l_ORI)
JACKS -
,IACI(S --
JACKS ---
CONNEC (ION
1Gd NAILS —
16d NAILS
1Gd NAILS
MIN h 7-2.5 -
17
MAXP-= 101
CORNER S E T
BNl 1(JM_CI-1Q113p_ CONNEC ION
(2) 1 Gd NAft..S -•
COMMON JACKS
. CORNER JACK —
C )MMON JACK
(-1 'P.)
PAR-IIAi_ R00F_ LAYOJ�1
45(\, 0ouRl-I_ BLVI.1. CUT
A I Ilii_ 1:.N1) OF MP
AND BOTIOM CHORDS.
DP( FIONA_L 3
VLP-1.. 2x3
3x 4 --
3x1
9--10-12
COR
\FR JACK
N10E: II IIS ) SIGN IIAS [11.[1•1 CI11:(I t O 11114 1 {G 01114-4,11•10 LOA) WALL HIECI IT I n r1 1JAX.
I'I)'/ t r011 \Jti'1.11-1 Al OLAIIING WM I. L'ONNEC110N5, 15a URS AT COIJIAON JACKS k 2513 113S Al CO111itn JACKS,
DESIGN CRITERIA
1)P Ch40110: 20 N. 20 MSP
11OI CHORD; 2z1 4 , 23 1'55P
h .,,:,. I., Rte, 1.:. . ++t,, Vu1nCALS : zxa No. s IOW
ALLOWCO SIR ESS INC111.1kS(. : 1.31
18410 W. ATLANTIC AV1;NUE •
0EL.RAY °EACi4, PL 33,144
054.700-0(301)
OW CNORM IM LOAD
101' CI MO. UCAl) LDA() •
-
O01-101.1 CM0110 KM) 1051)
101AI. LOA()
3O PSr
35 PSI
10rsr
(4) 1 c,a N /l,u s
CARL,G.FORr3ES
FL LAC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL. 33069 •
55 Ptir (954) 6132-6651 ( /
I_I A N C D t_: I AI I_
THIS 0v1FIRHANG 0L AIL IS TO 0L USED IN CONJUNCTION
WIIII MI1El( DESIGNS WITH 2x4
-SCAl1(TWICL 11 -IF OV021-4ANG 4-ENGTI-1) TO ONE FACE WITH
16di NAILS Al 0" 0.C. CLUSTER Or NAILS AND GRADE Or
LUMDL0 AS PEN 1Al l.L BLOW
SCD WIABE2 t. LlAX!lR111a Itid 11A1ES
SD. PIN[ 0vC1111ANC , I
i IJ '2-05-( 5 3
K2 2-011-0G 5 _3
1112 DENS[ 2-11-12 5 3
1/1 N 2-11-12 _
3-112-10
4)(:NSC 3--05-111 5
2L
OVERI-TANG , SPAN 00 STANDARD 100SS
'ISl_L IAC) P
•
t) U Frlin rI l ldl (11 __ -----.
I51)0 VV. A1l_/\N1'IC AVENUE
2)1=LI2AY [3[ACH, FL 33444
0:,4-766-01200
DESIGN CI'ITI=IRIt
10P CHOIR 2x2 No, 20 10SP CARL,G.FORBES
n01 C10120: 2x4 1Io. 20 I5SP
VC11)1CALS : 2x4 No. 3 MSP
AILnAt1) S1R[Ss INCR[ASI 1.1
TOP 01011D I)VE LOAD
101' Cl10120 OCD LOAD
0011120.1 0101)0 DEAD LOAD
30 PSI
1S PSI
10 PSI
FL l_UC_ NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL. 33069
(951) 652-6651
1-' O/
I J -q
•
S ANTI PAD REPAIR DETt.11_ FFbr; ili(OKLN CHOP,,DS, WE=DS
ANO DAMAGED OR MISSING CHORD SPLICES
1(RAI.N11MCILIZOr NIAXIIVIUM I'ORO 0 (II)s( 1 3 'in LC) P.0 1:)1.11<AT10I-I
N1,11. S ID\CI l SII:)E --- ----•------...__.__•
OI' 111'(0.\1( ' X SYF. I71: SNF 1I1,
..__- __-_. INCHES
.2z -I _ _ 2x11 7x1 2x10 2x'1 2,6 .._'L I-.__. __?;I$ __ ,-_.,? ,l-- -2x11
11 21 24" 11;21i 2139 1491 22'11; 1072 19110 121(0 1912
Ill 27 301'2001 3136 • 1920 20(10 I(0(5 2.1S 110116 2494
22 .13 31;" -2555 • .2032 2357 3529 1900 2990 21)24 :10710
713 30 42" 3070 4530 27111 11'11 7362 ::S4:1 2302 :15116.
•
30 45 48' 3.185 5221 221)0 41102 2726 40011. 1711;0 4140
' 01\4100 ECIUALLY PI10(40 A140 CACI(
AT) Acid :1x S0A11 01=1110..5 MC SIZS A)dD GRADE -AS T1•I17 (10010EN 1.401,40ER 00) EAC.M FAC:6 O1' 0(117 T 71109
jLF141-En ON 0I?LA1( 011SPLICE)-WIC0l4STP00.T1)14 OUALIIY Al)I11.SIVE ANn 111,3 NAU,S
I'1J0IROWe-,FD142r.4,111111=C`nOWS FOIZ2so(5PACCO:1'u,:01AG(3E10=O'AS SIIUWN(.I'.+I"2111
CIII'i
LENGTH T1•If_"E 110A1C (C) SI(ALL,ND0 EXL'.EEO 17'. (C=PLO'1011.NG1'1101111 SPIT(.'(: 011 PAIP,S)
TI 10 MIIIIMUM OVOOALL SC/.G 1_01110'11-( 0010LIIP.El) (I.) Is CALCUL/1C0 AS 1''1-11111 4S
• I.r (21XI-C
/
i ',/-.-
/.,/,:..-11,.
/.a�`• . 11 71 \
/ �'
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10,.1 WAILS Fill SID0
1110 LOCATION 01- THE 110',0.1: MOOT 00 G11F_6TE1? 01 RH 011 EC)Uo.I 70 1'110 110:011101).1) X 011.4ENS1001=P.OIv1 /041
P1:1111,1 10111300.\1(0111IEEL.10114Tl11'lpAi4(1NI1vllllvlOF G'v120iv1/I4 7141ER11:1i1,1(31(41(SIZE.910.71 011 0,130':1.)
001.100 IISE_ I(EPOIO FOR JOINT SPLICES
NO1'
'l. 01-115 i)17PAII? UC1 All 15 1'1)119 1)0111) 0141..Y 1100' 111E AP1'1.ICATIOp1 Shl0NAN. 11 (15 01.51.11) -00115 110T 112511 11IA)' 111E 1 1100I( -INC 1'00.71(:111 00 71110 1f'U SS
15.I 0190AM 11:.111). 1'110 1"-IJ(02F.111(100 1;1.1.\11 111:. 1110? 01 1•0.1110.011111'? 11.1,NT ('(01(111111111 (ILI' IF:S /,I'.E P0I.11111'.11). V' (1(411.1) I1LOCJ11''.00111 110,2\11:15 ARE
1'001 E111.YAPI1ILO 111/7/)1309 WILL 111 GAI'AnIL 111 GUPF'0111(4G"1111= 1.OAD(;'11I0(1.4 rrII
7- A11, M91111:1)0 12001 (ll; 111-11JI?NPI) 10 I'I ILII) 00110 ? IAI_ 100(1(0(450(0011(01. ,APPLIh11 0(03 2.111 AI417 0011) 11.1 PU,C0: 111Jn1N0 ld'FLICr.1•10144 OF M.:PP IP
:1, 1111:.1'.NUlll.`.•IANC;I'„ 1 31L DISIAIJ(II1, n141) 01'AI;IN13'.11 14011.5 511101.1.110:1:1111'1 AS TO 1%010(011141JS1lo1 Gr'L1111140 (11 '11-11 (.'01)1.).
4. WH1:N 4(41111.11; 1(107. SCMIS,1F11;1_ISI: CIF 7,1'•3A(;1(UI' \5(IGIi1,15 111-:GOMM0003) TI) 8401(.) 0009H11140 or TML ? 0(4(101 TUP,1'IJ11 CS AT 1111:.11111)1 S On
;i. 01151111'P111 15 10 131 USI.1) 1,011 5114000 PLY 613091)1:5 1141140 2x (71(1 (I'ATI(1W 0111'?
G, TI11S n1P/dl'1 IS 011,1111=.1) 10 1111111900 WI11-1 ldp 170111 11:1.\1 j 0-0 :
00 Moo CIJ'lr1(a.lairts
•
••-•;;,,,%-.,.)
`'.•
1090 W. ATLANTIC AVENUE
OLI.-1'ZAY BEACH, FL 33444
CARL,G.FORBES
FL LIC. NO: 20699
555 G. POMPONA PKWY.
POMPANO BEACH, FL. 33069
(gtinl (;f12 -(x( i 112
c 1..A\IDAIR.c WEB13,R AC\lC
11),U`-ISLS 0 24 0 C
1x,1 00 2x3 I-ATirliA1- Of1AC1_ PI7.0 TRUSS
O[SIGN W, 2-10d N A155 f'1.0 \ND] FOR
--1 ORC[S UP 1P 1600 R Y0RCLS IN
LXCLSS OF IGO() lbs RL0UI E 2%0
//5 00 131;1 -MIR
}
END or I:ll;A Is
Of: CONN[CI-CD TO A 11X[0
f21Git) POINT OP N-1:1RACING
AS N0TLD 00 1015 051 A!I-
1'IOTE:
PROVIDE ;;-13RACING 20-0"
I01ERVALS 1'00 WL11 1' 011 GES UP TO
2509 Lbs. AND @ L 0'- 0" F 00 FORCES
CIRLATLR TITAN 2509 Lbs
LATERAL BRAD�c
1T1USSIS [➢ 211' 0 C. Ill'.
CWT) 01 11RACINC 051,1. SHALL
/C01414CC)L0 10 A [0(50
RIGH) I'011dj 00 X -BRACING
AS NOW) ON 11115 051 Aft.
N01Y
111),A(.1 1.105 0t. 'J0% 1115 L.CN510
of 111E W M
11-05-0CTAIL 15 10 L)I. 1155)) AS AN
AITLRNn1C 100 CONI. L.AIDIAI. BRACING
____ OR (NG PAT 11 4i1J _�.
1-1111ACr. Sl?I
-+ rn Ills rl.'ls
ROWS OF A01) t;
'1-nllACl, sU( }lAk Slit }4 An, SpACII.1G .:11
- — – — — WAR slzc i I
.— 1ei Il\d 11' U.U.
2f4 Ix( 2Y'i 2SI 2x4
7Yi _ Ihtl U (I.l'. ).cfi 1,6 'ht., 21t 2%G
IIUI All Al IINI; (111111( I-I,N6ni OI 1-CJIt ACC, —_—_- —�-_- ---
I.ACII I'lY 2rn� 2YU '2r0 Lrll 2rn
01010NAl. 1 -LID ACI: IN 0ASE 111A1 CONTINUOUS
I_A1ERAl. 1111nS2Nc CANNC)-I 115 ASI IICVCI)
C Ir_
Ufirc'7h(T1lli�_1ri —_
1000 W. ATLANTIC AV1_NU1"
0ELkAY r,IIA01I, FI- 33444
054-/00.51000 •
55All IIItAGING A I1ACtI10
10 MOL FACE 51,1v11 I L1,101Fl
j ANI) IO1Af)f, W/Hill NAILS 0 4" 0 C.
S A BRACING
1.-n11A(.0 s{2f—
fli II(UU N r
X
11011] IX IIAAI'lllll
55\Il SIZi ( Z I 1
7,4 Irl ?xi Id 2,1
1,6 7,6 LA E,6
')ell 7,1I
NNtINC 1'N111)1W
-1111 Alt tIZ( LIAR SIZL NAIL y,I,'IIW.
-
---Irl II)d A_0 r,
u61C{)All AI IMIC)Illlill ICAC III 111 (-ll{Id(F
L-BRAC1
DESIGN CRITLRlA
100 5110110 2x4 14n. 21) 10S1)
001 5110110: 2e4 No. 21) l0SI'
\ 1l1ICM.S • 2t1 Nu. 3 1951'
ALIOV1CF STRCSS 1>Jr.I)5A [. 1.1)
TOP MORD UVC LOAD
101' 5110)11) MAI) MAD
1101101.1 c110110 0[AO LOAD
20 PSI
15 PSI -
1 0
SI-
10 PSS
CARL,G.FORBES
EL LIC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL.L. 33069
(954) 602-6651
C,���. F E. T 51__,/A��
DRC) WALL
(3(QC JON ( OF f ROS )
DIEH1-I of 13O1 -1•O-1
11.-115 BRci: CCONI;:-)ITICON .15 ST 'UC TURALL- soukra
IU -11: N, I.) 11 I:N r5 I C,>N•114 1111 QE 5 N O I EXC.-11_1D 1 I I E.
DE 1- -1-k:I Or T11E 1:BvTi-OM 01=101 1D
�n?'�'
!,•••••1,,,,,••••,r '7p
1090 W. ATI ANTIC AVL-"NUi_
DELRAY [3EACH, Ft_ 33444
951--1E341HO •
DESIGN (;h11 EIx.11\ -----
Tot' GIic,?o: ?y4 No. )O 13 P
E30tCIdOPD! '1e1Ilo. *ID 1°1.P
vt=12(IC::A1.S i 2x4 Na. ) PSI'
ALI,.OILED 5TIcc:, INGREA5E, I-�S
LIVE L'0,44.-) )0 (—
top c1dOi .D ISI:?D LOAD 15 P`-1=
IDof(d-I CI"IOrb D1:AD LOAD Ire F•`
CAHL,G.FORBL-S
I=1_ LIC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL;,33069
PICY1=3Y ;1t CONNECTION DETAU...
111!5 Ot ilCll Il HOl UI.II)U'I it 111 U14 III' 1+111 1100055 111.1I11Y • 11111'01901 10)11 1J1J( 111' 4111 1111155 IICIOW
1.1)111. AI'I'110 u[.11 \III AI''
11,
1`1,0"(11+(:1( 1RUSS
.r 2x •0 1'URUNS Al 2.0. 1)1:
—SlR0J01UItAl 000 USS_l1cLOw
lsl PUI(I IN oru si l Fimi
OH SCT 0-1-5 01- 0 .. o Is n-15
3:i 1 5 S 5 6.!) 7.5 O.5
OrISET 14-0 1 -z -u1 111-1 10-11 )-) 0-0
EI..�_VATLD IDLSIG\I — — F=LUSH DESIGN
Will"x1/2" EXTrROR 111' i't.YWoon
AT1AC1UL) 10 TRUSSES W111t R- nd NAI9
y..
yl(tin`1��C..?;� PICT?Y AC)( 112USS
A pi
`=
2,<1 PURLINS AT 411-
—S1'RU(:IlJli�l Tl1IJSS 11l1.0W
o.c
i
,02„!....-"- ,/1`4CCYll AI'.I: 1,71155
y,tf�/
ttom'7
' .1 ,1 PU /m.1s AT 111' Il C
--=5111111'1)11;.1 1111IS; flllOw---.----
3.
—PICCYBAra( 111USs
oV1=RLAP 1121155(S
Al rAO.11 w/ 1(,d N.10I.0
1) 4' STAGCC1201
Cl11UCnfl'.Al. 'musS 901.OW
2x4,2x(,2xR,2x1U.2x12•- AS NI:EU(_U,
N2 SPRUCE -NINE- 4KR, PZ 1 II.0-TUI ,R2 S.Y.P
PT. S Y P. OR tiC"I u:R AT1 AGI TD
ONE f ACI W/ 11111 (N11.1",43.0-) 1:UN 11MIS
1p '4 I C. 11 112 0 0 01 11)1) i WEI-1S ANI) CMpROS
PEAK SCAB 1/1-1A11.
OVLI APiNC DLSIG\i
4S�1)SS L:RII_0TOR IS RESPONSIBLE FOR [URNISi-41NG AND iNSTALLiNG BRACE MA ILRIAL.
f3UILD1_IZ MUST PROVIDE 10P CHOPD PURI.1NS AT 24" ON Cl:N1E0 10 REPLAO[
PLYWOOD S1-IEA11111,10 DIAP11RAIA•MISSING BETWEEN PIGGYBACK AND SUPPORTING 1RUSS.
THIS DU.SIGN IS VALID F00 WiND SPEEDS UP i0 146 MPH, A SHAPE i ACTOR
1.1, ANO A MEAN HEIGHT UP TO 30'-0"
11 MIS DETAIL IS I-oR BIRACING INFORMATION ONLY. SLE ENGINLLIRING DRAWING FOR
ACTUAL SHAPES, PiTCi(1FS, OVERHANGS, I-1000 CONDITIONS, AND PLATING INFORMATION.
5. AFTACII PURLINS 10 STRUCTURAL BUSS WI11-I 2 16d NAILS Al FACI-I INTERS[CTI0N.
BRACE VERTICALS LONGER THAN 40 WITH 1x4's A-1 1-IA11 POINTS CONNCCTI_.0 WITH
-2 1011 NAILS AT EACH INTL•6LCIION, LA IEF AL.. BRACING v1UST 00 ANCHORED AT i_NOS>.
6 THIS DESIGN SHOWS ONLY Ri.OUIRED BRACING FOR INDIVIDUAL. PIGGYBACK. FOR
PCRHANCN1 AND lLMPORARY BRACING. WI-4ICI-I iS ALWAYS RLOU1R[-D, CONSULT 11-11..
11UitDING ENGINEER OR ARCA-CLOT. 01-J 0 10 TRUSS PLATE iNSTITU11= PUBLICATION
"1-I1R--111 SUMMARY 511111" FOR OTHER IMPORTAN.1 INSTALLA00N AND 13RACINC NOTES.
,�11D SIGN
1111
11x,4,•:,.. y\iTk1
I.;U611'4)lftillU'.(tl
'000)0 VV. ATLANTIC AVENUE
ul.LrRAY LEACH, 1`1. 33414
051-(OQ-tAt)D •
TOP (,MORO: 2o1 No, 211 151'
101 CHORD; 2o4 No 70 lisp
VLRiOCAS : 2x4 Wo. 3 0ISP
A(LO1VC0 5111(55 INCIILASE. . 1 s)
lOP CFIDI01) I.IV( LOAD
1OP Cll(11(D DEMI (.1)AD
OOTlOII CHORD DEAD 11)AI)
JU PS(,
55 PSi-
10 PS(
CAR L, G.FORBES
(=LUC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, Fi,•.r33 069 •
(
(951) 682-6651
x_uR>,U
BY
BRAD
ki= CDM\ tiNDA 11CN
pi\X1MUM WEB FORCE (ohs)
_• 241" 0.0. 40" 0.0. 72" 0.0.
t1S2AC1NC, MATL1tIAI WPC BRACING MATERIAL TYPE.
A 0 C D A U C. D
c u
10'-0" 100' 4600' 1600' 6900' 1344600' 4600' 6900' 1034 63132
12'-0" .3912' 3942'1 3912 5911' 1344 3942' 3942 5914' 39421 5914'
14'-0" .3450' 34501 3450' • 5175' 1344 3450' 3450 5175' 3150' 5475'
16'-0" 3066' 30601 306' 4600'1 1344 3066' -3066" . 46001 3066' 4600-;
1(1'70" 2760'' '2160' 2760' 41 '10 • 1344 2760' 2760' 4140 2160 1140'
20'-0" 2509" 2509' 2509' 3763' 1344 2509' 2509' 3763' 2509' 3763'
CO\I IROL.ED BY CO\ W. CTION
Type'-- (BRACING MATERIALS
1 x4 IND. 45 SYR
Ixtl //2 STD. (l)F, Ill', SPF)
2z3 //3 STD. 00051. (SPI-, 01-, 1-11-, 00 SYr)
:?x4 113 SII). CONS3. (SPF, 0F, I-II-, OR SYF)
Nt.) 13 OR OLTIN (PF DF, 111:, OR SYP)
I.AIC.I�A1,
_...__.BRACING
M/\1[ I A1
16(1 NAILS
(SCE NO ti..S 4 2: 6)
X -BRACING _,
MATERIAL
• •tiro t t'sl,(JY1 0i'f
I0'00, W. ATLANTIC Av(_NUE
1)L_LRRAY 131_ACI-I, FL 33144-
054-7116-8B00
DSIGN cR IT -_RIA
1 6CI NAILS
(s[F_ NOTES 4 & l4}
i
101" MUM 2X4•No:20 (ISI' CARL,G.FORBES
001 000100: 211 00. 201951'
V0111CAI.s : 2xa No. a 1751 FL LIC. NO: 20699
Au.o u tii1CSS NCilUU.5 . ; I..3 555 S. POMPONA PKWY.
for own uvt.conuso I'S[ POMPANO BEACH, FL. 33069
101" 01000 DEAD 10A0 15 P5f
1000L1 000ut) utAD conn Io I'Ss (954) 682-6651
UNTII
NOV-EN/MR 6, N(Y3
To whom Vt nay l'.Ullcrn:
Re "1'1:ZUSS WF,II 13RAC1iNG
Cl_J �`I 04vi Di SCGNl D 'MUSS CO
e iu 1d '.
Vol ati}' OC the trusses cdcst ucd by this office, wile.re tx=i latera{ braei_na is(;:.iiia cl Cctt' o+t
out r.u&,cc.ti.ng .;beets, the follnwi.ug rntly be substitute.cl:
7.f nne, bracc: is callcd .401, or' JJ ,1 -lent Fix 01 southern yellow bine tu,ty he iis� cl
With f;tl bails Ett undies o.c.
If two biacc arc,. called Fov, 7x'4 `T" or "j,„," Soathr'.tll Yellow Pine way bo utied
With 120 uto.l.+e„s o.c
ilt ul=l c.,a�see ih 1 ' cu' " 1" Mace trust be i_ustalleri and cenletecl aloe; 90% u1 U.ic
tbbn
Please IrJ us iwow i( you have que.stious the above.
i�lnrris �. Sltashotta., P.L, }sic.
Cc CDT
CARL,G.FORBES
FL LIC. NO: 20699
555 S. POMPONA PKWY.
POMPANO BEACH, FL. 33069
(954) 682-6651
13-)
\AIL i REDMMENDA7 DONS
x-oRhcl, MA'/\MUM WEB FORCE Obs)
0Y SRL -___ 24" 0 0. 10 0.0. 7?" 0 C.
^4)RAC1NG _ 0AT[9kA0 TYPE BRAC4NG MA1L0IAL TYPE
A Il C 0 A 0 0, 9 C 4)
10'-0" 4600, ACM' 46001 6900' 1314 4600` 4600' 60002 4034 6302
12'-0" 3042' 3012 39420 5914' 1344 39421 39121 5914' 39421 5014'
14'-0" 3150' 3450' 34502 517.52 1344 31901 34502 54751 3450' 51151
30662 3066' 3066' 4600' 434.1 5066' 30662 4600' 3066' 1600'
10'70" 2760' 2760' 27601 4440' 1341 2760 27602 41402 27602 41402
•
70'-0° 2509' 25092 2509' 3763' 1314 2500' 2500' 3763' 2509' 3763'
--_---___-,);__----CMTf-z01__I_[=D 13Y •CONN[=CTION~
• T1'110, 129ACING 1,4A-'01R4ALS
1 x4 100 45 SYP
4 x l 112 611. (91:, 1 if-, SPI-)
213 113 510 00001. (690, 06, 00, 00 S\6--)
2x 1 113 010. 00061. (SPF, 06, 1-I(, 011 SYF )
7.x6 1/3 09 1391-1111-; (006, 00, If, 00 SYP)
irs-------------.
)A{�A
O1ZnCil1NC6., c
166 NAILS
6--I004C(N0
MA1961AL
rr
(10)01)21.1(X1�lIY1'19 h1 ilV*�
11100 W. ATLANTIC AVENUE'
L)OL12AY DFLAC)' , FL. 33444
05,4.700-NUDD
DESIGN C! 11'I_R1�,
100 0)2000. !xd No. 21) 1151'
{ 1101 0)10111)• 'bri No. 20 1050
Y OII10000 : ? l Wo. J {95('
ALLCAU 510025 W01.50 : 1.1.1
IOP CII0PD LIVE t0M)
10P 0)40111) 0052 LOAD
0011012 0110110 1)LMI) 1.00 )
1n1 AI 111,11.
(SCC OC f[6 1 k 6)
16c1 NA14.S
(SU N0i[6 4 ego 0)
)(11101
15 1'S0
1O I'5(
Cl\RL,G.90R0ES
FL LIC. NO: 20690
555 S. POMPONA PKWY.
POMPANO BEACH, FL. 33(
C --)
1--(-V+_= / 6.-:50//1)1 1—)(1101.1 I-" O1- -) J r �� j� _� %, . ,/ / cod 1_J1•� "i1
i •
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);-(:::-1 (o1:' CIi,C'l1C-'(Crq,,:,,/c!G','( I(1 / c ht:; i("I 01-J OcfK ovC;I op G/)of<I0.0hro 01.)-Cu,l on con;ilcVcfr.i
1 l
soil:: 2l!l�r cquiVCitcrit rid'(/tOr13 rlcl)r 1'C U�Kct, �tUlllt t'tr_r'it)Cf9 17ri:t .:-)G" l�`I V�( ailett Ott (O.iCnr..i lt) C1 2.11 ircoied franitiy,u c-..1)0 +•
•IC -1 cu C( Jo OC hul1C'rl IJ U'(// " r)r '1�J (CVCI)' ;L: `t:Of CIVr;((tp(1U gtcr.,?c*(
1 a'
1x.1 • c!c'�r
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2/..2 111 .1,./.2
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1'
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1:2x.1: ) 9.11[11 ,!'r'R 0 l} ov...p.:r,1:11
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t l;a (j1 111'.Lf,-S :';-L)-1 1;tic, 116'2
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1AI1:1-6Tt1; I'0 Illy S1112111.tl,f1'
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•
•
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:7t;', 11c; ti3k;(:. n't::1'cw11 )11'r1i
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1121 s I'lJlt t IIt')R91 0111 r•Dls-
111111 13'i 1 h C. I l'f 1) �q'pl, ll(Plb,,
AI_l_1'Tri14.:P.11lhiolLi(.! you i ry
CARL,G.FO1-1BES
FL LIC. NO: 20699
555 S. POMPONA PKWY.
POMPANO 13EAC1-j; FL. 331)69
(9541 602-6w--,-1 / '�
c�NEIV\ NOTES
Ou11I{ 331(1 0,111 8,8,4:1 113 1831 ..,a'v in .(1018113(
11,1 rlet(l,C'Ct 3r 41(.111..,, rrl
r. n
u•. 0113
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1,v; 1 1 henlli,ny,
Il9 :111 tent/m.1),, I r,:l, of lt„Ss.p
'113k1• mn)I _l RLC(Kh 14 181111 I'!01.II0'!r(I
(I11(111t1@1•_Ie�TIln31_.(L lb tt(l 3.'14.•t1C ALVIAlt
( Cni1111 cf lLtn(xl f(tsri i1' m0 f it((,701 J
1 ISS"fie 1098 0,0,,.7115.
1,13v-(831118 !u( I1(1115 ..I
- 01,110011[81 Iv•16rr,1 nn 101..,33(1)1 (nrup,t;yirlr.
Aa nttic,tr' 11cisv 1, Ow 151',SLtl) 511tnmatt
•
L'Vt10Plp.(LCrlIn7(1,Pl1i,J1(0llnvr_s¢ell
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l': nt101.101n1 5303(I 111:(39:, '1 11.1 le {1111,. (ill0113
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1 1111 (JOo(311 lU ' n,lxlo 'lir •
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I1r4unol1 loon'dfcr1)113U, c(i1' 1'103(mnc1411(1118,1314
8616(00 (lrnfl(ci1.�l+ 31,11 1.1.1 tt�s .`lc) ft(pllr.l9 t
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