1370 Camelia St truss documents BUILDER: Camims Urr&'
SUBDIASION: Carnift S�t
HING
LOT NUMBER' 003
—157-------------—
MO[kL; Cu�
DESIGNEDICHECKIED. QWP
J02
(T
14400pr
TrueHouse
APEX
This drawing is not sufficient
alone for installation.
t? Additional Instructions
accompanying this drawing,
including BCSI-Bl,should be
used in conjunction with the
architectural and structural
plans during installation. If
BCSI-BI has not been
shipped to the site with the
components shown on this
page,please writact Apex
Technology for a free copy.
Permanent bracing for the
building, including bracing to
resist wind,seismic,or other
Orr/cc co lateral forces,and permanent
bracing for all structural
P elements,is the responsibility
of the Engineer of Record for
the structure or the building
designer,per ANSI1TPI I-
2002 Chapter 2
It
L ........ ......
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75474745 SUTTON PARK COURT.STE.402 JACKSONVILLE, FL,32224-904.821.5200 Sln�
Carolina Lumber
Site Information N's
Lot 3,Camilla St 359
Structural Engineer of R
Kevin C.Martin
1P.E.#80359 is STATE OF
2425 Bentshire Dr. s,
Jacksonville,FL32246 As 4 0$1 X TrueHouse
0,1,, ON AVs'
WIND LOADING(Cd=l..6) ROOF LOADING(Cd=1.25) FLOOR LOADING (Cd=1.00)
MWIFRS TCLL 20 calf TCLL 40 psi
130 MPH(3 second gust)\ASCE 7-10 TCDI-07 psf TCOL 10 psi
Enclosed Structure(0.18) BCLL 00 psf+NCLL 10 psf BCLL 00 psf
Exposure C BCDL 10 psi BCDL 05 psi
Occupancy Category 11(Res)
FBC2014 ResidentiaVTPI-2007
Design Program:rrW VIEW V16.00.000
This Package inicudes ig truss designs with individual date of design
—NO JOB ID RS ID DATE NNO END E JOB ID TRMID DATE
1 64164 GEOi 4/ZV2016
2 64164 GE02 4/28/20JUG
3 64164 HJOI 4/2WQJ6
4 M164 -jol 4/W2016
5 64� J02 VW2015
6 "1" J03 4�8/2016
7 641" J04 4�0ill
8 6,11" J04T 4/2V20ill
9 6416,1 TOI 4/2"26
641" 1102 4/28/2016
11 64164 T03 4j2V20i6
U W64 T04 4/2W2016
IS 641164 T05 4�8/2016
14 "1" TOG 4�8/2016
is 641" T07 4�8/2016
is 641" Tog 4�8/2016
17 64164 Tog 4/2sMili
is 641" TIO 4j2l��IE
is 64164 T11 4/28/20ME
OPP,
COP)e
..........
EN
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CUSTOM-CAMILLASTREET ON
GIEDI We 9.8 lid. Page;of 2 5
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exappotarto (�9
Loading Crifted"00 Wind Clitoris Simpar Oriental(PuPrin MSIF) D�s Crifted. A Maximum Rapplords Sol in�PILF
TCILL 20.00 Wind Sri. ASCE 7-10 PS NA M NA CAT�MA PP Delleardso In let UM ii, Loc R 1U 1R. IM IRIL 1W
TCDL: 7.00 Speed: IN mph K,NA Ca:NA VERT(ILLY. 0.106 G 999 24D B M3 12M 14118 1- 1201 13.5
BCILL Oly Embrours,Chaded Led NA Cs:NA VERT(rLk O.N7 G fil 223 M-121 132 165 1- 1- 1190
BCOL: 10.0) Risk Category:11 Smor,Carol NA HORZ(ILL); 0.0311 G AL 1183
Des Ld 37.00 EXP C HOFt!(T_�0.085 G Wind added..based on MWFRS
NCSCLL.10.00 Mean Height 15.00 ft Code I ifilsh,Cripple Creep Fardanc.1.5 B MmSr,WWmRmq= IZ
Staff: 2.00 TCDI,4,2 firf Beg Code,FBC 2014 RES Max TC CSI: 0 964 0 Mm B,Width He,= -
Land Contained 1.25 SCDL.3.0 If TPI SI&2007 M.BCCSI: 0548 Bearings IS&0 Fornere=Rdl
Spode, 24.0 Mrst People!Get:0 to K2 Rep Fachusa Unced:Yes Max Web CSI:0.165 Maximum Top Chad Ford .Par Ply(lba)
C4C No id 3,46 it FTART�w(OYIO(S Mfg Sp�Cantlefir. Chance TeposComp, Mords Tem. Corrip.
GCot 0,18 Mats,Tifte(s):
Wild Database:1M WAVE "EW Ver.n.01.00.03l IA-B 31 0 N-P 419 -M
Lumber Adiffighmand Forks; B-C W -124 0.0 731 _iw
C-D 7W-1M P-R 368 -in
ValueSet 13B(Effeddlexp6rinO13) SeeDINGSA1401SENC101014&GBI-LETIN1014fifir D-E = _= R-S 358 -M
Top chand 2ol So Q.TS ad SP did gable vAnd talking amendments. D-F M -M S-T In _205
Bot chord W SP M-30 B2 2*4 SP AS Suchard top thadand must NOT las notall or cut in E-G = -M T-U 298 _206
Wads 2M SP 03 mon(NNIL).Created top chord barred at 24'do. F.H 713 _965 U-V M -M
Shia Chord SC1 W SP Qj will Atuarcip Ranked min thourd SC)to dropped G-1 315 -M V.W 238 MIS
Lumber value set'13B'uses design Areas too drand in mormable area using this fietapplas 24� H-J M -94 W-X 206 205
approved ISON01 3 by AI_SC 0 c Center plate on ardeckeeMmappeal clucer an" I-K 341 _18S X-Y in 2(e
member,plans length addandoular W cland
placing Notes Ethics lop clard!in natchable area using 3x6. J-L 742? -W Y.Z 151 M
K-N Sir? -in z-AA Ffil 206
AS plates am 3)(4 except as apard. The ovarall hal of this smor excluding wartang fir L-M 7`74-1006 AA,A13 174 -M
7.2-1 S. M-0 717 -9015 �C 31 0
1 platch)na,uirs si,andial camusurninit.Refer to Told Mod overpringfir)may ps field posted.
scalkso plate plas terms far spatial pardoning
requirements Maximmen Bot Chad Forced Per My(lbs)
Phase si,ed turn rallipson of 4.00 M.in toe.. Caere. TisruCcirep. Chords To.. Comp.
Forks BAM 1071 -582! Alf-AH M -IN
In fieso of structural mares or rifik!drying use plates AW 0 1M -SIC AKAG in -10
to Ifiterell,brute chance a firsycips a A. In -106 AG-AF in -10
Chad Spadingfin oc) Starfift) Endfift) AL-AK 175 -106 AP-AE III _Iw
TC 24 -1 n 35.95 AJK� in -106 AE-AD im _101
BIC 75 0 Is U.29 AJ-Al In -IN AD-AB 187 _99'
Apply prins W my chandle albei or toldev Slope
at 24'OC means spospor operable above Maralrourn Web Forces Per Ply li�)
"din, Weak TonsComp
Gable end supports 8'max rals overhang.Top C AM 409 0
add must nor the do[un-norched.
Wind GMaximume Gable Forces Per Ply p1m)
Wes Tons.Comp. Gables Tem. Comp.
Wind leads based on MWFIRS sith additional C&C
neantor demign. E-F In .115 AJ-T 70 _713
G-H 33 -25 At.U (a -n
NOTES:
1.This propaping is act sufficept ar for instailarldin
should e assel in corajuncuran arth the am�dumi plans during Installation,
2�Adve,Technology is a fiewhosis name capped by Jax Apax Technology Inc,Florida Corporation. Flaratir Engineer
Business No.75,17-4745 Solion Park Cuum,Suite 402 Jacepand d.FL 32224-904.1121.5200 APEX
Michael G"clavoki Jeffid,P Amdrom Derak IS Murray
PE No 6039 PEW SSW ME No 71457
jSEQN-.I7SS2ITI41GABL
CUSTOlVi STREET ON
-GE02 i�oo.111— 04128116
P,I V as,"
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Loading Chrifteria man Wind Canada Sports Cigarette(PuFf n FSFJ COMICS CdWdg A Maximum Repacitom,gue),wer�PILJF
TCLL 20sW Wind End: ASCET-10 Pg:NA Ct NA CAT;NA PP Deflacticen in lool-Alkell L.11i Lop, R 11) /Rue, Ift IRL /W
TCDL: Irli Speed: 13)rnph K NA Ce:M VERTILLY. 0.010 M 999 240 N- U 123 /38 /. 16 /228
BC11 am Encluxurs:Opured Lu NA Ca:NA VERIRTILY 0JV4 M IN 221 Wind mactions based on MWIFIRS
BCDL: 10.00 Risk Careprr 11 Snow Duradom NA HORZ(LL): 0.004 C B KfimB,VVidffiw,I=
Der,Ld- 37.00 EXP C HORZ(T-�0.008 C Ending 8 FcTrump=Suipsi,
NCBCI1 10.00 Mean Heikift 15.00 R Code I also Craters Crude Facia,.1.5
Suffit 2�1)0 TCDL:4 2 pal Bldg Cods:FEC W14 RES Mai 0.300 Maximum Top Chord Forcre Per Ply Bid)
Land Number:1.25 BCDL 3.0 put TPI SW M07 MxCsBCCSJ: R0,61 Chords Torm.C.p. Chosinds Taxes.Comp.
S,dxdr,,:24 0 MFRS Parallel ON:0 to Ina Ran Fardedur Used:You �W�CSI:0,063 A-B 31 0 H-1 VI) -16
C&C Chat x 3,00 ft FTW.30JOY1 DID) Mrg Burundi Camber B-C 167 -IN 1-1 107 -24
GCO;0.18 Pure,Tym(.)k C-D IN -41 J-K IS -31
Waki Duration 1,60 WAVE vrHEW Ver.16.01bl),0302,13 D-E 71 0 K-L 71 -Q
E-F 88 0 L-M IN -a
Lumber Additional N.W. F-G 110 -4 M-N IW -IN
Value Set,13B(Eflectinne WIN013) See ONGS A1401KNC101014&GBILLET11111014 W G-H IQ .11 N-0 31 0
Top treat W SP AS gable wind theacing mxpimrxwN,
Bro,chord!2x4 SP IA4H) Studied toid shorml must NOT les,notchad!or cut in Maximum Beat Cland Forces Per Ply(lbs)
Width,2M SP 0 area(NNQ�Dumped ban cinned expand at 24-tuc, Claude Tens Caere Circuits Tabs.Cable.
Shia Chord SCI 2x4 SP N3. inuarmile.Aftexcin stacked!M stood(SC)W dropped
Stack,Chord SC2 ad SP#3: top wharil in notchathic area using 3"therplatera 24- B-x is -61 T-S 17) 111
Lumber value act-1313-uses dump wflues due.Center plate on steeked/dropped Chord X-W IN -66 S-R IN 69
x,proynxi ln=013 in A-SC marlaces, Acter length perpendicular to phord I W-V IU -6 R-O IN 67
Splice,top should In mounted area using 30. V-U IN -69 Q-P led 66
Plarting Notes Th. pill height of this surs.mrshmilm,eventual,is U-T IM -M P-N 150 -0
All platew a.2X4 docabot as music. �D-D
Phila.used for.miturrun,of 4N al.intphred. Top Cload onermang(s)may the fied tramed. Maximum Cable Forces Per Ply gled)
Cables TarwComp, Cables Tem, Gmrwp,
Purins
In Him of structural panels or rigid prifing use mins D-X 212 -182 S-1 128 -in
to lartmilly tri chords as follover: E-W 43 -44 R-j III -M
Chard Spacing(m oc) Stareft) End(ft) F-V IM -75 O-K Q -"
TC 24 -1'38 20.38 G-U 128 -83 P-L 212 -182
BC 75 US 10.71 H-T 2 -121
Apply pumns to any elboure disme of track,Slope
at 2�OC mes,Amparm odusurearid,abord,
Mind
Wind chadis based on MWdFRS with addifixed C&C
Cammead-i,t.
NOTES:
1.Thes dramn,Is net sufficient aderes fiximakillago, Additional instructions accompanying this truss drewing.upeltd.SCSI 1-03,
should be used in conjunction whir the architecaaml Pan&during lastallartion.
2,A,ox:TexclarclWy is a ficiftiours name swered W Jas,what Technology Inc..planes Comaration. Acres Engineer
Buseces No 7547-4745 Super,Park Comm,Suite 402,Japlauxualle.FL 3U24-9N 821,5200 A rPE X
Normal G Koslomys. J."P Amem. DerekBislumay
PE No.6N39 PE No�Slui PE No 71457
Site jSEQNj1'51
USTOIM-�MILIA STREET
At 01
12
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Leading Unionist mar, Wind Criam. Snal c�a fig"s,per) DOWS!-Cfl.H.
TCLL: 20.00 Wild Slid ASCE7-10 Pi UNA �ATNA PP Wassuese in Ine Used, Lee, R IIJ 11're Ift IRA. 1W
TCDL: 71CO Sififified: 130 mph Pi CriNA VERT(LLY.NA B Me �77 ;1411 ;31 �3.5
BUL 000 Exaboure:Closed Lo:NA C.NA VERT(rL):MIA . 12 13 4 - ,Is
BCDL: 10.00 Risk Catefix,11 Smal Duration:NA HORZ(LL):A.0GO D C 19 137 IM J- 11.5
D.W 37.0d) EW;C KORZCI-L�4.000 D Wind procedure bassed!on MWFRS
lial low Mean theighC 15.00 it Code I Mi Cmul Usep Factal 1.5 B MinSMINWIffiRls, iS
Spi 2.00 TCIX�4�2 lost Eld,Uxle:FRIG M14 RES Max TC CSI 0 394 D M12mWedifilitiol-
Land Duration:1.25 SCIX:10 malf TPI Sul 2007 Mml .051 C Mi WWMR,-
Spicing 24g' MWFRS Pal 13ud:0 In hl Rep Forcure Used Yes Max Web CSI:0.'0 Sexpring B Front,=56fileal.
MC OW xe 3.00 it Fi 311 Dl Mfg Stenciled Camber. Maximum Top Chad Formal Per Ply(Host)
.Cpi 0.18 Paris Typei Claude Tone.Comp. Crude Tem. Comp,
Wind(lumanom:lmig) WAVE gEW Ver.16.01.00.03DR.13
Lumber A-B 31 0 B-C X -24
VaiderSed,1313(Effeetive(fil Maximum Ban Chend Foreas Per Ply fibs)
Tell chard W SP#3 Unrest Tere.Cmi
Bot chard 2,4 SP 03
Lumber value set'131y uses design values B-D 0 0
approved 11MM1 3 by AI.SC
pladin,"areas
Rates ancel for a runimurn of 4.00 ar,indshem.
Fredirs.
In lieu of solueturral panels ar rigid rating use puffirs
to lawally turns elfiands as foloors;
Chad Speangfin mi Startfift) Endfift)
TC 24 -1.37 1�00
FIC 10 015 1 00
AMI,purfins 0 any citfifirds,above or fiblear filleas
at 24'OC unissix afromen offlonsfive above,
Wind
Wind Imed.eased an MWFRS xxi adjustment�C
onambandaing,
Additional Notes
ToIcromall height&VA.meas sociLdir,otervin,I.
0-9 5
Too Chad overmang(s)may be field firmarred.
NOTES'
1.The mal is net suffiderm clarne for installation, Additional inalmodong accompanying this truss droveng,Include BGSI 1-03.
should be preal wl conjunction wift the arclosel plam during insWMbon.
2,Anex Trearmail a scandal name onal by Jax Afies Technology Inc.,Florda Un,paral FlanfiftEnglueer
Buslosessfill 7-4746��Pa�Cou�.�iW402.Je�mille.FL3M24-9NU1,5200 APEX
radfix,0 .,drovski Inner P Annual a
PE No 60839 RE No.58544 PE or.71457
Fly I _FSECON 11565IT1,1JACK
CUSTOMICAMILIA STREET Qty 4 FR[W DROW:
im Vi 18.2 On
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2X4(fil B
D
1'4"8 �5'
Loading Criblew(Ned iffind Crifted. Sri Cifteals(Pear a Pi Doliti Ct'i Readdhims,ples)
TCI� 20.00 Whimi ASCE7-10 Pg:M Ct No IIAT:M PP Defection In loc Udell We We F 'U IRsa IM IRL JW
TCDL 7.00 Spered:130 mph KNV, �:M VIERTOLL):NA 8 289 167 110 )- /90 13.5
BCU� 0,00 Endeared added Lu NA Ce:No %rERT(rLY.M D N 1- 147 1. /- 11.5
BCDL IO.DO Rid,Coalition,11 Snow Duration NA HORZOLL):0.0016 D C 122 I(M 157 /- f- 11.5
Dais Ld� 37.00 EYP C H(YF2(n�0.015 D Wind functions thicaud on MFRS
NCBCU;ISONI Mean I-Iiiila:15.00 ft Cards I Miss C�a Caded Fanclow 1.5 B KIM Br,Width Rod= 1.5
Suffit 2.00 TCDL:4.2 par B1,19(3,xdd,�FBC 2014 RES Mae M CSI: 0 544 D Min SO Width Re,= -
Wad Duration:1.25 BCDL:3.0 par TPI SW M07 Maxw= 0.404 C Min Or,Width Rod= -
Spi 24.0 MFRS Parl[),A:0 In hR case Factors Used:Yin Munwal,= ,No Shooting 8 Fr,wr,=561
C&C Dist.3.00 It FTIRT�30ODY14](0) Mfg Specified Cminther, Maximum Top Others!Forces Per Ply(Ibs)
Gi O.IB Plain Tdi Cluards TansComp. Choods Tem.Comp.
Lumber Wind Mrspon:1.60 Wi MEW Val,.18.01.001 'A-B 31 0 B-C 47 -7D
Value Ser IM(Effeetwe V142013) Maximum Shia Chordl Forces Par Ply Obi
Too chord W SIP 93 Chance Txcr�p.
BoKcbomWSP#3
Worderwhored-13VIcreadualls,subse B-D D 0
ap,somml MOROI 3 by�SC
Platin,Noter
Plates sized for a minfirmor of4.OD scAndphoo,
Pursue
In lieu of immetural pendis arrant ceflifir,use purans
to laterally thosed clsords araftflow,
Chord Specurchin dc) Smni Eni
TC 24 -1,37 5.00
BC SO 0,15 5,00
Apply Purins to arychords chund orlocrow fliflers
at 24'IX unduck ilmon otherwise abow,
Wind
Wind leads thasnal on MFRS Wei additional C&C
member task,
Addifloral Notes
The overall height of this himse reducing morkang is
2-6�5,
Too i owarmi no,be held trimmed.
NOTES'
1.�isdmWng�WsAdentabnefWinstallagan Mififtional instruchronsaccomparyingMistruse,dhasing,include BCSI 1-03,
should be used in conjurefichl ofto the architectural plans durm,excitation,
FlondaEngincer
Business No.7547-4745 Sumen Park Coun,Suite 4U,Jackson FIL 3ZR4-Shot�821 5200 APEX
Mhi G"Amined Jeffirs,P Anne. Derew B Murray
PE No.60839 PE No 51 PE No 71457
Ulm
CUSTOM�MILIA SlREET
JKMT 5
D
12
5
--3X4�C
10'1"2
2X4(AlT)13 YF12X4 1"2
04XSG A 12
12
4'8"8
1'4'8 2 R8 7'
Loadw Capable feel Now C�. Snm Critherls(PG'w n per) Demcm Cftd.
TCIX� 20.00 Wind San: ASCE7-10 P,M Ct NA CAT.NA PP Deflection in losUdeff I-All I-a- J lft_lRh /RL IW
TCDI, 7 00 S ed: 130.0 KNIV, Cacm VERT(ILL]p 0.145 F W 240 B 366 178 /228 1- 1119 115
INCII gold E=..Closed! Lu:NA Cs:NA VERTUO: O.M2 F 2y[D 180 e 116 14 168 1- 1- 11.5
El 10.00 Rink Cetelphy,11 S.Durriffic NA HI 0.062 G D 17D 183 188 1- 1- 11.5
Des Ld 37.00 EXP C HORZ(TL) 0.147 G Wind assachaffin based on MWIFFIS
NI 10.00 Mean Height:1 STOD ft Code I Miss Caditharla Creep FazI 1.5 a Min Big Width Rea,= 1.5
Son ZOO TCDL 4.2 led Mg Code,FBC W14 RES MMxTCCSIi 0.715 E Min Ber,Width Reg,= -
Load Diurnal 1.25 BCDL:3.0 Pat TPI Shi M07 May BIC CSI: OA14 D Min III Widtl Run= -
Special 24.0 MFRS Parandle!DIM:0 to lfi� RW Factors Uncei Yea �w�csi a No �Mg B Frper,,=5651
Dind.3.00 It FTAT:W(OYl0(g) Mfg Specified Caffinomar. Mandaturn Top Chord Finland Par Ply fins)
GCIM:0,18 Plaw TwoMO: Claude Tms.Cmp. Cheaffis Terni Comp.
Whad Duffifical:1.60 WAVE h,d,00 .13
Lundfiw� —A-B 31 0 C-0 65 -m
B-C 87 -406
Value Sed,13B Elderberry WiMIS)
Top drool&4 SP#2 Maximum Burt Chard Forress Par Ply it")
Bot draffird!ZA SP#2 Chad. T.m.C.., Choose T.. Courp.
Lienter%aluell uses design values
approved 113=013 by&SC B-G 300 -169 C-F im -215
G-F 318 -160 F-E 0 0
Finding Notes
False sized for a mammurn&4 00 MAnJimers.
Purliffis
In HIM of structural Panels or iffial c�g use Wififfin
to Istaffially braw chards as olloyes
Clhaffil Sppecingfin act Sells) Effiffift)
TC 24 -1.38 7.00
BC 2B 0.15 229
B" 53 2.29 7,01)
Apply puffins to any chords alhoae or balm Ideal
at 24-X unless shown offinfieffiess alovar.
Wind
Wind body��m MWgFRS Man addiffional C&C
tramper design.
Addiffional Noted
The�amll hold offfirs thums McdWing�rhong IS
TV Chord metrology)mr,he field tHmMed.
Nows.
I.Th�dram�is�suffidenta�nefOrinMaHabon. Additional rearrabons accomparying fluslarlynadirrowng.include SCSI I-M
should be used in offifincton�tine architectural plans during installodon.
2.AFMxTechM M is a III ourne awred by JIM Apex Technology Inc.,Florida Corporation. Florida Engineer
BusimssNo.7 7-47458uftnPa�Cou�,�11.402,Ja���-�[�.FL3M24-M,821.52N APEX
Miclusel G I(rcoriaki Jeffirs,P A.— Derak B Murray C gFiffal. -
PE No 608M PE No,Sew PE fkt�71457
Ply:I BECK 17557 1 T191 COMIN
CUSTOM�AMHLIA STREET Qrf.1 dy" ORW.
T02 W',I is I M&16
2561
Ir
"is Osage, ix so
'Hpi IN
0) ic
A S
33 G t _eIV
'244
1"W4 15yi
led IT11!
N'
dd,y 1WIV4
Leading Cribber bad, Wind Chunks games Ciftabler(POP M ME) DOVICS!Crioul 'M�..Examine.Qlmk par--PILF
TCLL 20.up Windstd: ASCE7-10 Pg:� Ct NA Coy:Me PP Didleds,1, m Udine Loc R /U I Far /Rh I RL IW
TCDL 7.00 doxed: IN muln Pf.NA Ce.N)k VERT(LL): 0.00 J ON NO B 6W 1201 13% 1- 1199 ISE
BCU� SOD Enclosure;Closed W,NA Cs:NA ,ERT(rLy 0.080 H 999 214 1 INS 1336 170 1- 1- 13.5
BCDL: 10.00 Risk Categoi 11 S.Commit:NA HORZ(LL): 0.012 J - - K' 75 119 146 1- 1- 1138
Dum U 37�0(3 E)UP C HORZ(T_�D.030 J Wind manner.parmal.MWFRS
NCBCLL 10i Mean Halught:ISM It Couke I Allim Criteria Cheap Fami 1.5 8 Myth Big Webb Ran= 1.5
Soffill: 2.00 TCDL:4.2 Faf Bldg Corm FBC2014RES May TC CSt 0.657 1 Min Big Widd,Red= IS
Lend Duration:1.25 BCDL:SO par TPI Sdd�2007 MmxBCCS1: .:57 H MinB,WiMR,= -
Stepping:24,0 MFRS Paradial Diall 0 W hr2 Rep pretax Used:Yes MxzxWhbCSl;. 51 Berairin,B,1,Is H Friparp=565wer.
C&C Dint a:3.46 it "�:3DdOY1 D(0) Mfg Seemed Camber. Maximurn Top Chord Forms Par Ply Not)
GCrx 0,18 Mater Typeds]z Chords TencComes. Chourds Tens. Corrqd�
Whad Decades:1.60 WAVE,HE VIM Ver.15.01.00.0302.13 -
D�e -9
Lumber Additional Name B-C 306 -95r E-F 101 �308
VPmSmrI3B(EffxmWyfiJI=I3) C-D 305 -81 F-0 31 0
Top chund!2"SP M-30 7-6-12,
But churnal 2M SP M-30 SO 2X4 SP#2: Top Chord overmangda)may be take aperhand. Maximum Bids Chord Forms Per My ideal
Wour get SP#3 Chances TencComp, Cimorm; Tand. Cand.
Lurmserraidimset-13Wcauradedg.,urflum
shinnied 1/3W2013 by ALEC B_j 818 -112 1-H 454 _55
J-1 812 -IN H-F W -24
Bracing
(a)Courecurre lideral husband equally spread on Maximum Web Forms Per My 111m)
rember. Walre Tere.Comp. Waime Than.Come.
Memo Name J_C 411 0 I-E 252 _525
Allpannare3M(AIT)doccomannoted. C-� 410-1060 E�H 152! -25o'
Plates sized har a minumurn of 4.00 suAnJocce. D 202 -610
Panic.
In lieu of atincheal panels or Nuid cring use Warins
to la�"am chords as sollome
Chord Spincingin,act Shamir) Sixth)
TC 24 -1.30 35.96
BC 75 0,15 N"
Apitt,puffins th,any cluends stume ar thelche fillins
at 24'OC unless shchim od,eni alumina.
Wind
Wind kads based on MWFRS arth addlyounal C&C
imunnumdral,ri
NOTES:
1,Th�dmmMisWsuffidmta�ef�insWilaton Additional concetionsancrom"inying thistheiscranwing.include BCSI 1-M.
should be used in conjunction wid,her architectural plans during installation,
2�Pines Trichnol%lis a ficifficam nerne Warred by Jor Alpha Technology Inc.Florida Corporation. Fewer,Engineer
BusinessNo.7 7-4745 Surturn Park Cow,Suite 402,Jaclurion.M.FIL 32224-904.821 5290 APEX
Michael G(oziumiski John,P ounces, Gamy 8 Murray
PE No 60639 PE rlo�58544 PE No,71457
Ply
CUSTOM-CAMILIA STREET FROM
TM I ", ISEON 17571 IT171COMN Opyy; M/28116
U. aa!� s'
EIR as
evem)
a .6qi!q
0.
a)
0)
A I
I
"Hal 21
12
P2
Loading Cribefla hal) Wind Orders ft.c�(oppla sill o�m c�. 'Maximum Reactions phy)
TCLL 2D.DD WerdStd: ASCET-10 Pg:Me Ct NA CAT�NA PIP Defflucklon an ka,Udeff LAN I-ccR 1U lRev /ft IRL 1W
TCIDIL: 7 00 Speed: lMmph R.NA Ca:NA VERT(LQ: 0.415 A M 411 B IM21375 17M I- 11M 13.5
BCLL 0 00 Enclosure Closed! Luc NA Cn,No VERT(H-): 0.952 H 432 411 F IW7 13U 1747 1- 1- 13.6
BCDL 10LDD Risk Category:It Sri.Durratiou NA HORZ(Ll-)�0.185 H - - Wind posectons armand on MINIFIRS
D.Ld—37—W ENP C HORZCTL).OA24 H 0 Min But,Width Has= 1.6
NCBCLL 10.01D Mean Height,15.00 ft Cc&I Miss CrIserlas Creep Factor.1.5 F MInB,WndftbR,= 1.6
Sofift: 2.00 TCDL:4.2 pf BW9 Cords,, FBC 2014 RES MNxTCCS1: 0185 Somings 8&F Fcomp=565psi,
I-oadDuration 1.25 BCDL:3B par TPI Ed N07 M.BCCSL 0�995
S,d,:24.0- MAI Parallel Dist:0 W HO RV Facess Used:Yes M.W.bCSI.0.915 Maximum Top Chord Forces Put Ply Has)
C&C Dian a:3,46 ft F7RT:30(0yI 0(0) Mfg Specified C amber. Chords Tems.0crup. Clhords Torks. Cromp.
win.0,18 Rate Tpahr: A-B 31 0 D-E By -IM
Wind Norman 1,61) WAIA5.HE WEW Vm�.l6.D1g0g3I%L13 B-C W-� E-F 1456 -4902
Lumber Additional Books C-D 63D-1714 F-G 31 D
VolueSK 1313JEffectum(IMM13) Theconerall heightafftsmassexcludin,courrhar,is Maximum Bud Chord Forces Par Ply Plus)
Top ch.rd 2.4 SP M-SO T2 2M SP#21 7�12.
But could 2s4 SP ML30 Too Count mournmr,s.) be held trinhound. Closer Tere.Comp. Chords Tem. Comp.
Waken 2M SP 0 B-i M -M 1-11 Mull -1�
Lumber value set'13W uses design values J-1 M -W H-F 45U -im
a,pmyzd1a1120131,A-SC
Maximum Web Famcas Par Ply Hiss)
Brocing Watry TonsZorup. Welas Tens. Comp,
(a)Continuous ahmal moment equally xvzol on
member. J-C 3% 0 I-E 933 -2951
C-1 338 -962 E-H 1M
Purthng Norms D-I Gog -192
Rome sized for a minimum U4.00 so.noxece.
Phillip,
In lieu of strucompat paneks or rigid coding cas purfirs
to laterally broace chards as follove,
Could Spoqn,hn u.) Stands) End(ft)
TC 24 -1.38 35.96
Be 114 0.15 19�0)
Be N 19,00 N.65
Be 85 26 65 U."
Apply purins to any clovis above m malkne,fillem
at 24'Ore mums shoom othemakes alsove,
Wind
Wind loads based on MWIFIRS won additional C&C
memo.da,',n.
NOTES:
1,This cover,I not sufliders Wom for imartallabor. Additurnal mommoors accompanying his truss coming,include BCSI 1-03,
slumuld he used In counction truth the anornectural plans during installation.
2.Apax Tectmology is a fications,name moned!by Jax AWx Technocrat,In,Force Gimposation. Florida Engineer
Bourses No 75,17-4745 SuMn Park Good.Suite 402.Jacksonville,FIL 32224-904.821 52N APEX
Mi&ael G Ka0mves Jet,P Ann. Derak B Murray
RE No 60839 RE No fol RE No.71457
CUSTOM CAM ILIA STREET Cry I ... CRI
Wo,Lg��gxd IS
T06 MAILS
k
harbor
mor 21
12
1711
Leading Ciriterris mm WhoulCiftegat Shum�a ft.pr a POP) DWCM Charge A Maximum Issughons;(m)
TELL 20.00 Wind SW. ASCE 7-10 Pg NA a NA CAT W PIP Octagon in lociddell LAI Led R (U III Ift IRL IW
TCDL. 7w Sperec, 130 mph Pt NA C.,hok VERI S,P14 1 No 411 B 140 1378 17M l- 1173 13.5
BCUL ow Enclosure Closed Luc NA Cs:NA VERT(TIQ: 0.971 1 423 411 IS 1"7 1378 /751 /- /- 13.5
BCDL: 10.00 Risk Catocory 11 S.Ouration:NA HORZILL): 0.185 1 - - Wind roductions,based cas MWIFFS
Des Ut 37.00 EXP C HORIln): 0.404 1 8 Min Big Width Red= 1.7
NCBCU-�10.00 Mean Haight 15,00 ft Code/Millic,Ciftera Creep Fromr.1.5 G MidBi,,W1dI 1.7
�m 2.00 TCDL:4.2 Par logo Code:FDIC 2014 RES MgkTCCS1: 0.990 Examnegs A IT G Fccer,=561
Load Common:1.25 SCOL:3.0 Rof TPI So:2007 MkxBCCSj: 0.9417
Spirding:24.0 MWFRS ftradfled Dig:0 to III Rap Frecaux Used:Yes Max Were CSI:0.986 Maximum Top Chord Forms Par Pof(Ibg
C&C wit.3.46 fit FTiRT:3Gp0Yl)(0) W,Specifficul Comod, Chords; Tere.Comp. Costs Tem Camp.
GCIA�0.18 Plow Twelsy A-B 31 0 E-F 1590 -503)
Wind Du� IN WAVE.HIS AM Ver.16.01.00.0302A 3 B-C M-Z17 F-G 101 -SI
Lumber Vand C-0 f8it-MV G-H 31 0
D-E 745-1941
V.IxxSaLl3B(EfixpNoeIVIO0I3) Wind ands WI on MWIFFS vgh resonance
Top choul 20 SP M-31 T2 2x4 SP Q: member design.
Bot phord Zx4 SP M-30 B2 2ol SP 42: Maximum Bert Chord Forms Par For(lbs)
Were 2ol SP 43 W5 W SP 92, Additional Names Clumps Torm.C.p. Clsords Tem. Coup.
The overall height of this muss excluding coughaing is B-K � -751 J-1 All -502
tign.113012013 by ALSC &7-5, K-J IM -4(g2 -G 4901 -1449
Too Chord skerhimog in,m gold pernamed,
among Maximum Web Forces Per Ply fib.)
(a)Continuous hatimal restrad equeff,speced on Write TereComp. W®rse Tons. Comp,
member
C-K 2n -435 J-E iR -319
Pliffin,Nom. K-D 748 -171 E-1 310 -932
(1)-plareas so marked sume itted using 0% D-j -115 I-F W -360
Fabrication Tmeance. 0 degrees Rotational
Tmormos.andlor ono Postponing Triennia.
Plarms som for a muningurd of 4.00 adin,imece.
Porous
In lieu of muchical Rings or rigid cerfing use puffires
to broadly Must,chords as folices;
Chord Sippenglin w) Starged Foods)
TC 24 -137 35AC
BC 111 0.15 low
BC 94 low 2&BS5
BC 82 ASS 34,�
'ply purins W my chork,alums or belax,fifleres
art 2r OC unless knowun whemose alsons,
Loading
Truss passed press for 20 Fail additional bottom
cruced re,ked in areas verb 4T-high x 24%xvide
dogrance.
NOTES
1,This domen,is not suffichort alone for ustalgion Addiflocal instructions accompagong this more coming,Include BCS1 1 01
should be used car conjundsom sum the archeactural plane dum,instaflanter.
2.ApexTechrdoWis a ficUousicarnmeramed by Jax Apex Toriencem,In,Form CoPuratiod FloodirEngunder
Butioness No,7547-4745 Sufton Park Coust.Stage 402.Judersommine.FIL 32224-w4i APEX
Michure'G lovioxito John,P Am.. Derek B Murmy
PE No.6039 RE No 58514 RE No 71457
P" SE.QN11!K*IT.I.HPS joicity
CUSTO�ILIA STREET 'R
Too .1%,"..,b MW6
Win WWI TKU
an..
F I
5 as.
s ,,say,a Jishe
e. x No
L
sium Ndad �a
12
P =2
ey syre
Loading Drought anno Wind Orange DI Drilling. sabod...Regald...Jobs)
TCLL 20.00 Whi AICE7-10 Pg:NA Ct NA �T:W PP Deefori I' cUds, LW R 1U late, /Rh IRL IW
TOOL 1.00 Speed: 150ingh K.NA Cas:N0k VERI 0.357 J 9199 411 B IM6 13M 1149 l- 11V 13.5
BCU ow Enclosure:Closed! Lic M Ce:M VERTITQ: 0.819 J 5N 411 H laid, 1381 1747 1- 1- 13.5
BCDL: 1000 Rim:mci 11 Singer Duration:M HORZ(LL):0.154 J Wind reastarry,Wind!on MWFRS
Ders Ld 37M EXP:C HORZ(TL):0.2154 1 B WrIBMINgthR"Im 1.6
NCBi 111013 Mean Heart 15.010 it C."I III Climate Creep FaI 1.5 H Min BN Width Raq= 1.6
Solfit 2,00 TCDL:4.2 Pat also�hrc FBC 21)14 RIES MUTC�I: 0.878 Heraning.B&H FM"=565ing
Lead Duargon:1.25 BCDL:3.0 Per TPI Sol:2007 Magill 0.991
Sandi MWIFIRS Parialled Dig;0 W W Pro Factors Used:Yer WgWel,41SI 0.9% Mandrourn Top Chord Fourceris Par Ply Jobs)
UC Dig a 3 46 ft IcVRT:30((VI 0i Mfg speacharo Daughter. Closings Tem.Comp. Clagitr Tem. Coring.
GCpi 0,18 PIM.T,.(.): A-B 31 0 E-F 9% -W27
Wind ought,1.60 WAVE HIS VIEW Ver:16.01,00,0302.13 B-C 96S-2`W1 F-G 1M -`o83
C-D Sn-� G-H IM -413
D-E 961-� H-1 31 0
VaIueScrI3BEffbcfiWW1W3)
Too clond ad So M�O.0 N4 SP#1 Mandrourb Big Cleard Fismos.Par Ply Qi
Bot c1hord 2A SP M-30 S2 2"SP 112� Choice Tome.Comp. Citords Tem. �p.
Webs 2x4 SP 0
Lumbar value set'I 3W uses region ualues 3-L 2M -M K-J M -816
aWmyVdIKHM!013ti L-K 21M -M j-H 4564 .IRS
Push,Notes Maximum Web Forces Per Ply(lbs)
Pierce si-il for.rairsomen 4 4.00.q.1n.1picess. Webs Tone.Comp. Webs Tem. Coni
Putions C-L 198 -3" K-F 71 -368
in lieu ofimictural pride or Hold coding use purfins D-L 4M -51 F-J 2S35 -811
-K 494 -112 J-G ln -M
to latergy lunce rimuds as DE K M
Chord Specing(inoc) Stai Endool
TC 24 -1.37 35.95
Be 110 0 Is law
K 92 19.00 26.0
BC IS 26.65 SIA4
AWly prime to my chords ali or hadoi there
at 24-OC unless shosor othimenum mona.
Wind
Wind logre NI on Mi Win additional C&C
inignither daai,n.
Adiflahmmil H.h.
The overall thetle of this russ excluding Worming Is
4-11-5
Too Chord onImmerighs)may the held trimmed.
NOTES:
1.This draiging a not sufficand mine for merged— Additional rW,cmms acconipsgift,this arms draering,include BCSI 1-03.
should be us"in conjundon adh the architagural Arems during instelarron.
2.AWK TochnI is a fistudous name cremad W Jax Miss,Techroli Inc.,Flogda Cm-Prinition. Flogria Engineer
Business No 7547-4745 Sun—Park�ft.Suite 402,Jiltbarri FL 3M24-904.821.5200 APEX
Muctirial G Kcmm�nski Jeffirs,P Amemon DermisMumny
PE No,60839 PE No.58W PE No.71457
Ala
641134
CUSTM-CANIILIASTREET 'N GmU1116
T10 'S.em 15
LT L k
yeas suffur. @a
1: :i H
—Is I K t so: r E I
C
say)
-asharr," -1
It Ran
L
fuss 478 1 1 112 114,
ther. Cr 1 F
da, 'y
Leading Crowds ft, Wind Cdbft S.CIfterits(N.Prin Pie) ;;wCSI C.I.I. thand...poescalonly(11=1 O�F
TCLL. 20.00 Wheat So ASCE7-10 Pg:M a NA CAT W PP Defection in aUa, Loc R IU /Rav Min IM 1W
TCDL: 700 Boom I Moph KNA CoM VERT(LQ 0.201 P M 240 a 14M /4M I- I- /- 13S
BCLL: D.00 Enclosures Closed Lu:M Cs NA VERT(TIL): 0.461 P M12 M T' 313 /90 1- 1- 1- 1190
BCDL: lD.DD Ral,Cistago,:11 S.Centel NA HCRZ(LQ:0.067 M 1 1265
-- Wild blections based an NWFRS
O.L,f 3700 E)i C HM(TLY 0.153 M
Cemb,FmAm:.1.5 8 MinB,gWhd1hRm,- 1.7
NCI3CI-L:10.0 yeah Height:15.0011 Code I Al Cydonia a N We Big Width Pat- -
s�- 2.0D TCCL�4.2 Psf Blog Cash: FBC 2014 RES MuNTCCSI: .:15 Earnings 8&N Fusenno�Signed.
I-cand Deamey 1.25 BCM:3.0 pal TPI Ed:Ma M.Be CIM: N
Spande, 24.0 WEIRS pinsidel Car:0 to W Ran Factors,Useed:Yea 1ymWebCSl.'0.8N Forces Pas Ply MO
C&C Car ac 3.46 ft ETIPT�NJOY1 DID) Mfg sm�m Canybor. Maximmen Tbas closed
Cludy, Tord.Comp Chosen Tom Carl
GCp1:018 MW Typtday
Wind Dummon.1.60 WA� NAEW Ver:16.01.00.MM.13 A-B 3vi -14 F-G 45 -651
G-H :hwo -M
plueffing Nothas E-D IM-,43C H-1 M -M
W1beSet:13BEffmoa6MM0H3) aulpimearett)(8exceptimemed. D.E 1174-41M I-J 31 -14
Teamed W San T2�4 SP M-30l Plaressomfora minimum 04.00 sucAn./piece. E-F M6 -(E4
T3 20 SP M-31:
Bea street 20 SP 1,11-30:82 M SP�1: Parties Manshourn SO Chord Ed..P.PWRO)
Webs 2A SP AS M3,W4.WID 2M SP Q: In lieu a structural hands or told calling use Writes Crude Tenseemp. Chord. Total.Cards
Lumlearvalubses13Wunchadesigrivelues, to losing,brace chords as loosens
apierymil 113=013 by ALSC Chad Spileaugge oc) Start(R) grate) B-S � -725 0-M -974
TC 24 -137 35M S-R BE -24 N-L M .121
Bobby, Be 0 01 15 TO R-P 0 0 L-K MG -847
(m Continuous usual berandrat squally,samed an Be 93 '09 16A5 0-0 My16 -974 K-1 M -w
Be 75 1685 Mad
member. 41,publinst to my chady comes or holes,fillied
at 24' IC unless arman amerevies clume. Maximum Web Forces Per Ply Ob.)
Shedid Loads Webs TabsComp. Webs Tons C—P.
—(Wmbm DurFalle,=1.25 I Piano DULFac.=1.25) Wind C-S 516-lM7 F-M M -652
TC-Fearb S5Plot -I.V W 55pffM 7.DD Wind loans and mothers based on MWFRS, C-0 17M -515 M-N 74 -V
TC-F. 28 ad ad 7.00 to 28 pit at 12.03 V-G -110
Tc-F. a PH M 12M to 28 ad 0 27.510 Additional Notes S-Q �838
T�From 550saft 27.56 to M PH in 3LBS 0-0 IM -256 M-L INS -2848
BC-F. 4 pff M -1.37to 4pffM 0.00 The overall height of this truess excluding cembean,is Q-R M -96 G-L M -1963,
1 0,00 to 20 off W 7.01 O-E M -214 L-H M .413
BC-Ensure May: 701. 100M 7,63
B(>Fron, 1009 1 Too Chord motherighs)a"he field trimmed. E-0 IN 0 K-H 410 -17
B�Fame 10pifat 7,63 to 10 0 at 16,71 E-M M-M
B�Fears lo pff at J611 to 1009 27,57
�From M star 2757 to 20 0 at 34SB
BC-From 4 offar 34.5B W 4 Of at MIS
TC, 183 to Com.1-sed at 7.01,27,57
TC- 170ibCom,LmdMg.M.11.W,13.06.15.06
T� 173 to Cars.Load A 17�13,5.17,52.1 9.52.21.52
23M�5,52
BC- 02 to Cone,Load at 7al.27.57
BC- 1161bCmc,LoW� O.M.il.06.13.W.15.W
BC- 126 to Cons.Land as 17.06.17.52.19,52,21�52
23.52,25,52
NOTE&
1.�isdmWM�n�sufficimt�nal�imWila0m AMiWnalins�dlwsmmmpm���istwssd�N,i�d�BCS11-03,
should be used in carrunclacen man and anchusecteral had,stung indallastion.
2.Apax Technology is a seems name comes!by Jobs Anus Tencynclogy,Inc..Flambe Cursoriness. Hands Engineer
Business No,7547-4745 Susan Par,Can",Suite 402,Jacksonville,Fl-32224-9M.821 5200 APEX
Michael G Kodamak, Jeffirs,P Annumbri Demak B Murray
PE No.6039 PE No.58� PE No.71467
„ ,dde DN�Nlbu,� I ei N'Do'Me foli Jo
kn'oki Noul DID eu�Mid M Ne Poe-,
ei
I'DON”."i'lee"e'" =�".WINMbeduoleooi
ei Mee"De.AND�11 M -qq.N1.dN.WNl
(Dul-'aude,ID eem IMAID"D puroolb Iow AN pDoNe INN eo�
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APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA N
I SEON I?SnlnlCMN
CUSITOM-CAMILIA STREET FROM:
Wgt
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N
12
7A(AIT) DeStM(AIT)
A E
F
anlyot
yy 14-6
1-4-8 IV
Leading CrftNm1a(pon N-d Crusade Surfourcrituartaft Insist DeIVICS1 C�. Aleadearmlitheandlons(Iles)
TCLL MOO Windfall ASCE7-10 P,M ft W, Z:T:W PP Offered.In be Udy, ,,, Lee R IU iRea /M IRL IW
TCDL TOO Spead: IN arm Pi Ce,m VERT(I-L� 0.032 F M 240 B NO 1218 /431 1- 1118 13.5
BCU� ON Enclonsual Uman, LeM �M \`ERT(TI-): 0.101 F 999 M n Boo /218 /431 1- 1- /3.5
BCDL 10.00 Red, 11 S.Duradon:Mak HORI 11017 F - Wind reactions parrandon NONTRUS
Me Lif 37—M E� C HORZCTLY,0.056 F 8 MinB,gWidmReq= 1.5
NCJ�:MOO Madallsight:15,00ft Castle I Mime Criffifila Creep Facler,.1.5 D Me ft Width Real- 1.5
Soft: 2,00 TCDL:4 2 put Ship Code,FSC 2014 RES Ms,rTCCS1 0.615 BonerWa B&0 Fluor,=565ine,
LoadDiscall 125 BCD-:3.0 W TPI SM:2007 NewlICCIR: 0.932
Sipacim:U.0- MWFRS Possild ON:0 ta bact Rep Facters Usual:Yes Mass,Web CSI:0.159 Minimal Top Cluard Formerly Par Ply Ols)
MkC OR a:3.00 ft "W�"(OYI 0(0) Mfg Specified Camber,. acres Two.Comp. Crowds Time.Carap,
GCls:0.18 Pate,Tpreal: A-B 31 0 C-0 6611 -1156
Wind Ductifill ISO WAVE VIM Vm,.16.01,1NO302.13 B-C 661 -1156 D-E 31 0
Lumber
V.1up Set 138(51fiectins,&MO13) MadinsurnilosChowelFtorma.11perP1,01se)
Top chord 2x4 SP Al Chance Tone.Comp. Chords Torm,�p.
Bot .to M SP#2 B-F SO -� F-D M An
Weam 2x4 SP IS
Lumber alue,mi-1 31Y uses desi,in nslushe Maximust Web Forems Per Ply jibs)
approard liSM01 3 by N-W Webe Teny.Comp.
Plan,Nots. C-F 416 0
Partas sized for a minimum 04,00 ali.m./piece.
Paribas
In lau of structural panels or agild calling use purfins
to tensely larms,cheards as help".
(Amad Spadingfin on) Stareftj Ends)
TC 24 -1.313 NN
BC 120 SAS 18,85
Apuh,pudire to any chords stamns., simi,fillears
at 2e OC uni...shoem offienwas b..
Wind
Wind load.board—MWFRS wth additional C&C
member manig..
MdWan.1 Nothis
Th...It h.,ht afthis ft.unducin,minumari,is
��13.
Too Chand a,iminang(s)may W field himared.
NOTES:
1,This donvin,is can sufficient alone for institution. Manorial courachans accompanying Ons hass dromfing.include BCSI 1-03,
alrould be usted in conjunction with the archteducal plans dum,installation.
2,AposTachincloW No fiestiousnamernmeal byJax ApexTentlarmog,Inc.Flodda Corpopiew FlofidaEngineur
Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL=24-904.821 5250 APEX
Marana G factorial Jeffiray P Amespin Dural B Manor
PE No,60839 PE No.50544 PE No.71457
17599IT31HIPS
CUSTOM�AMIILIA STREET M
T09 MOMS
I a",
E"Mm
�D
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ance
as
mass 2z
d
Loading Cathie W Wind Cifteria a.Cdarshe(PIM a F89 �Sal CzHad. I Mammon Reasolkers,(]be)
TCU� 20.00 WindStd: ASCE7-ID Pg:NA CtNA CAT:NA PPI�NsNecfloain lac jda# � Lm R 1U law I as I RL /W
TCDL 7.D0 Speand: 130 mph IN.NA Ce:NA VERT(LLY 0.207 F M 411 8 131 131 1742 1- 1117 13.5
SKXL O.D0 Emmons;Cased] Lu;NA Cs,NA VERT(M), OA76 F 864 411 1 1389 13M IT40 /- 1. 13.5
8�! 10.00 Rise C.iaco,:11 S.Duration:NA HORS%LL):Mass K - - Wind meacAmns based on MFRS
0.LIF 37—M EXR C HORZCTIL�SM K 8 Min B,Width Re,= 1.5
NCBCLL 1IX00 Mean Helym.15.00 ft Case I Mism CrMira Creep Fachol 1.5 1 Min Big Walsh R,� IS
Safft: 2.00 TCDL:4.2 ef Bldg�de: FBC 2014 RES Mal 0.217 Bearings B&I Fc,m,=Si
I-sed0unazon 1.25 BCM:3a prif TPI Std:2D07 MaxBCGSI: 0.249
Smcm,:24.0- MFRS Parand Dist 0 W hn R,pecans Used:Yes MzmWmCSI Baby Illardiman Top Chore!Fames Per Ply(Iba)
C&C Did!a:3.46 R FTIRT:30(DY10(0) Mfg Szedfied Zamber. Clasess TonsUarip. Chords Tom.Co.,.
GCP:0.18 Plete TRs: A-B 16 0 F-G M -210B
Wind Dorman:1.60 WAVE VIEW Vac.16.01.00.0302.13 B-C 01 -1384 G-H 554 -1465
Lumigar Mind C-D 709-1994 H-1 817 -2426
V81ueSbt13B(EffmIve6fIW3) Wind loads hamal on MWFFE was addiftnal�C D-E 711 -M 1-1 46 0
Top chcarl 2M SP M-31 mcarriber design. E-F M-21V
Bod&ad 2,4 SP M-31
WeIbs2x4SP#3 Addhichal home Madlisman Soot Chand Forces Par Ply(Me)
Lundbor value suat-1313'uses design values The mmiall behle of Sea mus excludis,amber,is Choods Ters.Comp. �Abcacls Tan. Comp.
mpjar�adl 1130120131:ry�SC 4-1-5. B-Q 1251 -406 N-L 31 -20
T.PChom.mrtrng(.)m.Ybefim1tmmmad Q-P 24 -16 L-K 1814 -505
N.H.. O-M 1627 -EM K-1 -714
Wil Siscalible.0.131-xr,min.caus
Top Clbcwd�I R.@12.OT o...
Bot Clbowdl I R. @12.09-o... Meadow.Web F..Per PWIba)
Webs 1Ro,eQ4'o.c. Welas Tens.Comp. Weibel Ters. Comp,
U.saust.amog babes sh.an d.91.1 mailk C-0 240 M F-M as -167
kr emAh has W moss!spififfin, C-0 Fall 200 M-N 0 -12
plating Notes Q-0 139D -441 M-G 999 -339
Ram sized for a minimum of 4.00 mAn.spence. D-0 U -34 M-L 1711 -534
O-P 19 -6 G-L = -932
Punfic. O-E 4M -118 L-H 135 -404
In lieu of mr,,chanal hands or tid causing use purime E-M 530 -184 H-K 986 -2%
to laterally brace cJbords as argues
Chood Spaconsin oc) Stands) End(ftl
TC 24 -1.37 35%
BC as 0,15 746
BC 113 7,46 16A5
BC 26 16.85 19,01)
BC 94 iSaO 26,65
BC 95 26,66 m'"
Appi,andins to my ckwals alg�or below filsom
at 2�OC unless alrovin omenerse aboW.
NOTES.
1.This dranam,is me suftent alone fm insiallmor, Additanal Inshourmus accomgan�ng this boas drawng.mclurk,BCSJ 1-03,
should he used in ocnamdon man me archilectural plans during installation
2.open,Techanc1cm,re a areal name comer!by Jax AIpex TmhndoW Inc.Floods Comoratch. Floods Engineer
Business No,7547-4746 Sudan Park Count,Suite 402.Jacksonville,FL 32224-904.821,5200 APEX
Michael G Koolowsgi J."P Arneson �k 8 Money
PE No.grass PE No,585� PEN. 71457
Ulu pi
CLJSTOM-(�Ali STREET
T07 �t",.lips
W LOT?
.a.
D
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lmHW12 -xi'MAIT,
as-
2e
12
2IT1 2 a
Losedles,Cribbage been Wind Claude ft.C�filififfloin Pi D�Si Critarbs IM�..fitualmotlegs;Qbg
TCLL, 20.00 WindSpi ASCE7-10 Pg:NA Ct NA �Alp:No �D�� fixeUdiall Ifia Lxc R 11) /Rw 1Rh /RL IW
TCDL 7.00 siabod: 130then PI:M C.:NA VERT(LLp 0.404 1 909 411 B 14,16 13T) 171 1- 11fifil 13.5
Bca: OTGO Enclogni Closed Tic NA Cs:NA VERTTQ: DAN 1 460 411 G 1428 13M 17M i- )- 13.5
BCDIL: 10.00 Risk�tdco,,11 Si Budget:NA HORQ!gLL): D.1721 - Wind reactors loseed an MWIRS
Does Lid 37—M EW�C HORZ(TLY OUT I B Ago Big Wift Red= 1.7
NCKILL IBM Mean Heal 15BO ft Codelmisuccritieft Comed Fai T5 G lAnB,WbhhRei 1.6
Sofift: 2.00 TCDL:4.2 W Bldg Gede: FING 2014 RES WgTCCS1: OS75 Board,B&G Filter,=51
LoadDuarsdon 1.25 Bi 3D set TPI Spot 2007 madi Ilwo
Sal U.0- MFRS Pagailiall MAT 0 to big Rep Feel Used:Yeas MaxWell,= 0i Maximum Top Choad Forced;Per Ply(ling
i Dig a:3.46 ft pi Sol Old) Mfg SIancified Cheaper. Citable Tem.(l Citable Torna,li
Gi 0.18 Plaft Till A-B 31 D E-F 1605 -4914
Wind Duration:1.60 WAVE.HIS MEW Vai 16.01.00.0fial B-C 906-= F-G IBIS -SIM
Lumber Wind — wi -2510 G-H 31 0
WideSet,138(Effeddivaill/i Wind doods based on MWFRS mth Model MC D-E 793-2117
TV otiond 2al SP lill nouderdeall
Bet phoull 2x4 SP WW B2 2x4 SP#2 hhpdnopx Bat Cluced Forch.P.Ply 01m)
Weft 2x4 SP#3 INS 2x4 SP#2 Additional bass Chords Tensi Clients Ters. Conrad.
Lutionterealueset-138-ohnisdociginvoluda The oi height of thin adds excluding ceighead,is B-K � -754 J-1 M16 -w
,pereadInG2013nii 5.9-5. 11 20!V -596 l-G 47Q -1,Ptil
Smucing Tied Choed oebMangai may be field himmed, Meet. na Web Forces Par Ply(Ibi
(a)Confinsiow hapeol nugget nobody speol on Webb TeduCcarrip. Welos Teds. �p.
nodded.
Filed"shoneds C-K 214 -U7 J-E 1911 -m
K-D BOCI -106 E-1 M16 -812
PWiessi�dWaminimmd4.00sq,in.ip�m. D-J 291 -124 I-F Im -210
Publins
Ififieuddooduaral prolsorriged ceiling use Purlue
behaterall,looduaidextelsadfiflifies;
Chound SIPposiggince) South) Endfifth
TC 24 -1.37 35AN3
BIC 112 0,15 19.00
BIC N 19TOO 26,66
BC St 2616 34"
AMly,myristomycheirchabbecortacefillem
at 24'OC ul shomen cheniuse adexpe,
Lease,
Thes.pasedided clea for 20 palf addebodual bond.
gued the lacepol le andus,willh 42'high x 24%mi
dedrance
NOTES
I�This drame,is noteufficidelt Wom forodampliflation. All rignichons gas bruse drimaing,include BCSI 1-0,
Mould be used in denjundson ach The archinagaudial nains during installation.
2.Apex Timbruchum,is a flophous nowne canned by lax Apex Technology In,Flooda Corporation. period Engineer
Buderness No 751-4745 Bunch Pal Cost.Suite 402,Jaux-mill FIL=24-904.821 520D APEX
Muchisel G Kooloexpeki Jeffine,P Annedent Derek B Munay
PE leu 610839 PE No fal PE No.71467
Ply wv"H'a
CUSTOM-CAMILLA STREET ONW.
T05 I= 1 1 Mal
sulaysix g
Ix
C'
E
(a)
H-.12
I
sMal 2.5
12
19,71'a — 1 M1,2
1, Z;1'2
Local of,Criftera got Wind Cifleal Sri.Octal Ill a Past DMFUCSI Cufleffia A Maximum Reacdons abs)
TCLL 2000 Wind SM: ASCE 7.10 P,NA Ct NA CAT:W PP Deduction in goo UM LA! Lee R IU few ran IRL /W
TCDL: 7N BMW: 13D mph P,NA Ce.�A VERTal 0.416 H RM 411 a IM 1370 1746 1- /ISIB 13S
BCU ON Effichouffirs:Closed t. NA CA:NA VERT(TL): G.953 H 431 411 F 1388 1370 /743 1- 1- 13.5
BCDL: 10.00 RIM,Category,11 Sposs,Operator.NA HCRQ!g-L:0.185 H - - Wind reaction.passed us MFRS
0.Ld: 37.00 l C HORZ(Tl 0.425 H B MmBMWidffiRN= 1.5
NCBCl 10.01) Man Height 15.00 ft Code,I bill Chillers Creep Fadl 1.5 F Min Big Width Ran IS
2.00 TCOL:4,2 put Bldg Coffic. FBC 2014 RES MaxTCCSI: 0.785 Beal B A F pulse, 565pril.
Lead Duraficam 1.25 BCDI-:3.0 Faf TPI aid. May M.BCCSI Daw
Samuel 24�O MFRS Parallel DIM:0 to KQ Rup Faccam Used:Yes MaAWebCSI 0.916 ManifficanTopiChicardlicaressuPerPffaltes)
C&C DIM A 3.46 It FTART:31RDYI Di Mfg Standard!Curniser. Clucaffis Tems.C., Chond. Tabs. Comp.
Octal:0.18 plans T,xiday. A-B 31 0 D-E 054 -IdQO
Wind Domain:1.60 WAVE.HIS VIEW Ver 16.01.00.03NA3 B-C 795-2512 E-F 1439 -MOP,
Lumber Presidents!Notes C-D 615-1715 F-G 31 0
Value Senc 13B(Effective Il 3) The overall height of sea tousel excluding evermang a
Top chund 2X4 SP fail 2m Be#2 7-5-5. Maximum But Chound Fames Par Ply(lbs)
Bid chom!2x4 SP all Top Chend overhaul may be add Iffirmard. Chords Tem.Com, Chords Tues. Creep.
Web.2.SP#3 B-i M -616 -H 441% -12410
Lumber value set'13W uses design Values J-1 2350 -617 H-F 4592 -T261
aPpm,ad1M=13lbyALSC
aimed, Maximum Web Forces Par Ply gliffil
(a)Continuous liffineral��t usually spal on Wake Tone.Comp. Well Tions. Comp.
..bar J-C 398 0 I-E 931 -�
C-: W -962 E-H 1940 -419
Pl�ng Notes D- am -1941
Firms sized fix a parmuse of Can sqJrJphmx.
Pardee
In lieu of educational Fal of right miling use Wriffis
or basically same chards as folleass
Chord Spell oc) Bull Enuffift)
TC 24 -1.37 35N
BIC 115 0,15 19bi)
BC 87 19.00 26.65
w SIS 26.65 U."
Apply pul to any chances alareve or beles,Mass
a 2C OC unless moral Ammons Moral,
Wind
Wind kinds based on MFRS arm addifficnal C8C
member dual
NOTES:
I This damming is ma sufficient alone for mustallatuce Additional instructions accompanying"a purm drawrica.local SCSI 1-0,
afoul be used in conjunction wth the architectural plans current,insfulaffican,
2�Apax Technology a a firbimus name bassist by Jax Axis Technology Inc.Ficaffiffis Condowarom. Fluarda Engesper
Business No.7547-4745 Suffix,Pal,Court,Sude 402,anclosionvill,FL 32224-904 821 52011 APEX
Michael G MzImandki Jeffrey P Amesm Derall B Murray
PE No.6039 PE No,51 PEN. 71457
Ulm
ph" T15 I COMM MW
CIJSTOM�CAMILIA STREET City.8 MOME
Wgt 1582 1, 1 SEEN:175701 1 Bali
osras
Dead
Is Is
C,
E
M
Zt, 1w
a olive mett
i27 sea i
ory Irtry 2MI4 347-
Leadoff Criteria bi N d Creole Surever Cifterge lod.is.P.) DWCSI Claims -Mae-.-ftd..(ift)
TC11, 20.00 Y= ASCE7-10 PBNA CI,NA CAMNA Pip Defleciour In der iddedl Ed L. R 11) Ifte IIIII IVV
TCDL TOO Sided: IN best Firt NA Cac NA VERT(LL): 0.146 1 NO 411 8 IND 1376 1748 /- i IN 13.5
SCILL: 0.00 Ecometento Closed Lu NA Cd.NA VERT(Ti 0.333 1 999 411 F 1380 1376 174a 1- 1. 13.5
Bi 11101) phys Creole,11 Border Dractonx NA HOi 0.056 H Wind reactions based an MWIFFIS
Di 37M EXP C HOi 0.129 H B Min Brg Width Rod 1.6
Ni 10.00 Mass Height 15.01 It Code I Web Cifflumbe Creep Factor.1.5 F Min B,Width Rec, IS
Son 2.01) TCDL:4.2 pref Mg Code:FBC 2014 RES Mail 0.607 Simon,B&F Feers,z 61
Lead D��:125 BCDIL:SO If TPI Slid:M07 Max K CSI: 0.9811
Saudi MWIFIRS Peeked Did:0 to W Re,Facturs them:Year Maxiii DAN Maximum Tem Chem F�Pat Ply inks)
C&C Did ad 3.46 ft IiTtRT:30(Oi Mfg Sparcified!Comedic Chance TurpeComp. Chords To.. Cornp.
GCO;0.18 Plow Twei A-B 31 0 D-E bill -im
Wind Common:IN WAVE VIEW Ver,16.01.01 B-C 817-2634 E-F 816 -2f34
Lumeder C-D 651 -1796 F-G 31 0
VaiduaiSeEIM(Elfirefive6i
T0pcxVd�4SPM-W:�,T32o1SP42: Maximum Bot Could Former Pat Ply(11m)
Bect exced 2s4 SP M-30 Claddy Tors.Comp. Chamber Tems.Could.
Webs 2x4 So dil B-i tO57 -fdal I-H tER13 -653
Lumbervaluesi uses dedi values J-1 M -535 H-F 2DW -652
approved 113MO13 by AESC
Brai Middlesurn Web Forcoms Per Ply(ft.)
(a)Confirders,hiscol partiound dimill, ac.on Probes Tory,Comid. West Tem. Comp.
member J-c w 0 I-E 337 -887
Plafflin,Notes C-: W -SID E-H M 0
D- ON .211
Puffins
In lieu of struckmal Panels oi must,use purfirs
to homely brom orryour as fellovars.
Card Sluxeckinec, Stai Eni
TC 24 -IN 35.96
BE 113 015 3`1.44
Wind
Wind lead.�aM on MWFRS in Additional C&C
��rdesign�
Additional Notes
I'llso overall height ofthis truser excluding overraing is
7-&12,
Too Chord creentherni may he Mid trimmed
NOTES:
I.Thosdrawngisn��denta�nefm�stallation Additional indressions,acedirepanyingthistrusedrown,include BCSI 1-03,
should be used in surriumaxon origh the excliftecturril plans during insoulatere.
2�Apex Technology is a flothicas name earned by Jar Apex Trothodog,Inc.,Florida Corporation, Florda Engineer
Business No.7U7-4745 Some Park Court,Suite 402.Jacksonville,FL 32224 904821 5200 APEX
Michael G Korkernaki Jeffirs,P Ami Dook 0 Murray
PE No.6039 PE No NW PE Noi
6,11M 75681TISIEC).1,11D.
CUST01,1�10,11LIA STREET I S.-.di
Tot I MN16
Irans �yl
gre"s
Lando,
12 Ta
an,
01,110610
A0111)
we ID
natty.
,a, I a 6 0 8
11FIR-4
Leading Cabal dowl Wand Cd�a Sri.Cribel's Ini in"i Dal C"Beepa, I Maximum Reactions gins)
TCLI, NOD Wini ASCE7-10 ":NA, a NA CAT:NA in didUal ja od R JU Ift /Rh /RL IW
TEEL 7.00 Sixdwxl�120.0 K.NA Ce:III VERT(ILL): 0.032 H 90 240 B 6
SCILL: 0,00 enclossual Closed! W:NA Cis:NA VER1QT-): 0.078 H 99D Z4 179 11M INS f- /199 13.5
1 619 1419 782 1- 1. /3.5
Bi 10.00 Rial,Category 11 Sums,Duration:M HOR2(LL): 0.014 J F 553 1148 /352 1- 1- /3,5
N.Ld 37—M E� C HORZ(Tt-�0.033 J Wind muctiond,based on MWIRS
NCSCLL:10.00 Mean HN,ft 15.00 It C."I all Crillearm Cred,Facton 1.5 8 MinBMWUmReq= 15
Sol 2,00 Ti 4.2 put Bldg Ends,FBC 2014 RES Mail 0.920 1 Min Bo,Webb Real= 1.9
Load(Cluestion 1.25 BCDL:3.0 W TPI Slid M07 MaxBGCS1: 0�6,11 F Min Big Wkm Res,= 1.5
Specing:ZLO- MFRS Pasuld Dust:0 In W Rup Factors Ustal Yes Madwaki S.2 Bearm,B.1,&F Fc,d,=565psh.
C&C lung ac 3A6 ft 111301 Mfg Specified�rnli
GCM:0.18 Plate T'i EW—V Maximum Top Cland Forces Per Ply OM)
Wind Durable:1.0 WAVE.HIS a,16 0100 ONO 13 Chords TormCcorp. Charlie Tons Con,
Lumber A-B 31 0 D-E Sfil -n
ValueSet,138JEffindirmfui B-C NS .915 E-F 178 -INS
Top crord 2.4 Sin ld:�.T3 2*4 SP i C-D 403 -31 F-0 31 0
got crold 2A SP W30 B2 W SP#:I
Welas 2M SP 43 Mandessurn Suit Chand Forces Par Ply(Had
Lumber.1.sad'13W us.design inilins. Coal TdnsCbd,p. Gbords Tenn. Comp.
tip,prowed 1nW013 by�W B-i 778 M I-H 474 -95
Binding J-1 M -ZM H-F 4n -94
(a)Continuous moral resound loudly spaced on Maximum Web Forces Par Ply Bles)
memo.. Wallis TeraCcon, Weas Texas. Comp.
Met"N.,. J-C 417 0 I-E 391 -888
Rams sized for a minimum:04,00 st,indpi, C-1 410-1055 E�H 0
D-I W -696
Purpose
In lieu of sunburned bonds or ni ceiling use Purrind
to lowag,learn crome as follower
Ended Specani or) Spaudd Enedd
TC 24 -1�38 35N
BE 120 0,15 U."
Awly purins to any credit alumne or Wow Mers
at 24-�unless trowel universe News.
Wind
Wind loads owed on MWIFRS wth additional C&C
member design.
Additional Notes
Tne dismal height of be truse excluding werni is
7-61
Top Chord dwshai may be%to trimmed.
NOTES:
Adddionalinstm�s�mpm�N�tslmssdmM�.in�deBCSII-M,
grould be used in conjunction will,flue architectural plains during andoillelim,
2,Aides Tocirrology is a Islands name owned by Jax Aipox Technology Inc.Florida Completes, Florins Eirprider
Business No.75,17-4745 Sutton Ford,Ccurt,Suits 402,Jacloonwild FL 32224-pi 5200 APEX
Midland G Kodloweld Jersey P Andson Demk B Muslay
PE No.601 PE No 511544 PE No 71457
Ulm WON 175WJTlilEJAC
CUSTOM�AMILIA STREET FIRCHM
8 IM digni
C
T 12'0"15
12
gE2X4(A1T)B
-2
A 91
D
1'4"8 7-
T
L-MM C�down Wind Crifteria smareachadarsons".PaR greatest :rlad. A Maximum Fares!..."his)
TCU 2000 WmdShJ: ASCE7-10 Pg:IM, �NA, CAT�NA Ple Wed.In inculdni -gi, Lcc R 1U IRs, Ift IR]. IW
TCDL 7*W Speed 130gri R.NA (3e�NA VERT(I-Q:NA B 360 179 �223 �119 ;13.5
OCILL OW Enclosure:Oral Lu,NA Cs Me VERT(TQ�NA D 126 1- W
BCDIL: 10.00 Ruth Cartamr,,11 Seem Duration:NA HORZ(�): 0.016 D . - 5
C 173 193 /85 1- 11.5
Des IA. 37.0 EXP C HOR2(TL):0.038 D Wind exachorm based orl MWIFIRS
NCBCLI,10.00 Mean Height lU0 ft Cecil I mi.Cement. Consin Fractw.1Z B Min OM Whom Reg= 15
goals 2 OD TCIX:4 2 psf Blug Coge: FBC 2014 RES Mom TC CS1 bBB7 D Min Br,Width Reg=
Load Dumping 1.26 BCDL:3.0 f TPI ft:2007 MINBCCSI GAS C Min BM Width Reg=
Spacing 24.0- MFRS Parallel�:0 to In/2 Reg Factors Used:Yes Mus Web CSI:O.W: Buning 8 Feurs,=WSW.
(1&C Dist a:3.00 It FTART Milgrim) Mfg Specified Carries,
GCIA:0.18 Rate rl Maximum Top Chond Fames Per Ply pos)
Wind Nniffine:ISO WAVE
,0,2,, Charge Tpa.�,F. Chood. Tenn.Cmnp,
Longer A-B 31 a B-C W -90
Value Set 1311(Effinchrm Ol
Top chord W SP Q Maximum Seat Chored Fames Per Ply jibs)
End Mond W SP 02 Charge Tesnar.Com�
Lients,ealuarmt-1313-ureadesed,in.lues B-0 D a
sopm,ned 113=013 by
Right,Name
Palms surml fix a minimum of 4,04)q.M.1muce,
Pulses
In lieu of structural parrals or ngid calling use were,
to laterally theres chunis as folloses
Omel SpacingOn oc) Sell Eri
TC 24 -ISS 7.00
BC 76 OAS 7,00
ARM,"Hills 10 any chords ancese or hisce,fiflum
.124-OC unless m.ours-re,MI
Wind
Wind Inside brand!-MWFRS enth ddifirmal�C
��d�ign.
Adfifilional Notes
The oWmII height of this trusts excluding�erfgng is
3-3-5.
Top Ciesell onermseig.)may be laid trimmed.
N�S-
1.This drawn,is nol surtment alorm or installation. sidearms instructions accomproxing this mos draming,include BCSI 1-03.
shordid Im used in conjunislaw xMid,me Mans during nouniflason.
2.Ans.TocI is a ficadhous names,onessi by Jax Ades Tochnolo Floods Engineer
gi Ly Inc.Florida Commoddan
Business;No.7 7-4745 Surge Pont Courl,Suds 402,Jamemeri .FIL 32224-904 821,5200 APEX
Mi..G Korueseski man,P Arr,e.on Carok a si
RE No,60839 RE No SI RE flo�71457
64164 E.N 1156411 TS 11.
CUSTOlvi STREET .4
J02 Wgt:11.2 It, 0,Vnim
12 C
5 F,--- T �+104"15
--2X4(AlT)
4V5 C4
A 1"2
D
1'4"8 31
7;Wd W
-Coding C"Buffs'lose endings 'Ifte extends(off iff In Pi ilMS1 Cifted. A Maximum (lbs)
TELL 20.00 WxdSkI ASCE7.10 Pg:N1k CI,NA CkT:NV Froltefiffifterin eU,,, Ei, Lee R fU /Rv, /Rh IRL 1W
TCDL: TOO Some: 130 haduff ii No i NA VERi M —
BCILL O.00I Seftefted Closed w:NK Doi %flERTO%):M 8 224 6
BCDI, lffOO Risk Calecar,11 Same Dominion:M D 4. �5 �147 �M �3:
HCRJB(LQ�0.001 D C 71 /34 IM f-
DearLd 37M ENP C HOi 3.003 0 Whid reafters based on�Fn
NCBCU:IBM Mean Height 15.00 It Cook I Misc Cathode Cheap Feeks,.1.5 B UnS,WkithRai 1.5
Sell 2�00 TCIOL 4 2 pf BIdgCmk, FBC2014 RES MMTCCSI: 0,"6 0 Mir0,WA%RN= -
LoadDimation 1.25 BCDL 3.1)per TPI SW�2007 MdxBDCSI SAM C Min Br,Widi Reff,= .
S,d,:24S- MWIRS Poreld DIM:0 to Ina Rate Faisom Useed;Year MakeWei D.000 red , C',=561
C&C Coul a:3.00 11 FTART:30(01 Mfg Spereffinal Cordon,
Gi SAS Plate T,.(.): Maximum Top Chord Forces Pdar Ply fibs)
enema TerarComp. Clovels Tem. Doing.
Wind Climate,1.60 WAVE W Ver.16.01.00.0302,13
Lumber A-B 31 0 B-C V -56
Value See 13B(Effeetive 61112013)
Too chourel 2N4 SP#3 Maximum Bot Clued Former Par Ply(lbs)
But cl 2al SP#3 Choseds, Taffe.Cored.
Lurniffor value No'13B'uses budge values B-D 0 0
ap,hrovend iMM13tri
Plai Notem
Plain savel for,a reninnum of 4.00 si lamea,
Purfins
In lift of afteweral panels or inglad cedifing use pi
W heavenly shares chorroder as follove.
Chum SINCIN(firi Stareft) Eni
TC 24 -1.37 3,00
Be 34 OAS 3.00
Appikipurrommanychordsaidevembrioneffilem
.2V OC unless afforan odhervined Morel
Whial
Wind loads based on Mi with mi C&C
reveretbandamign.
Aveadfiflorml Notes
The mannall Might of Ed.mess mcdMin, vsffan,,.
1-7-5.
Top Cixed overrang(s)may be tend trimmed,
NOTES'
1.This demar,is nor suffidern alone for notailation. Additional instructions dreempumpring this h-v defferi include BCSI I-M,
should Ed beffel in conjunction with the architectural plains during smalleam,
2.Arver Toeturi a fivatious name overevel by JIM,A,seLfthe=r Flordia Coqxminown Flondre Enghrear
Bureirmal 7-4745SuUkhPmFkCmff,SrAi on FL 3n24-9"821,5200 APEX
Mlffri G Krefteeki Jeffrey P Arneson Derek B Murray
PE No 601139 PE Nir Sk� PE No.71457
My 1 SEON 17583 1 T121 HIP
CUSTOM-CAMILIA STREET 2 FROM DRAW.
HJ01 I "28V16
2 La
2"1
D
1278
3 �2
12
3.54 %2M C
--�2M(Allr)B
A
1-11-5
SV3 9 laps
Loading Criderai fieffi Wind Ciffildedis Sooner DrItande(ftes in Pap) D�M CHINuffia Afilardareffin Iffiffise,flem.Pla.)
TEU 20.0 W1ndSA: A;CE7-10 P," Ct M w:W PP Dedififfiden in oUdMfl I,oc R III lithe ift IRL IW
TCDL: 7,00 Speedt 130 mph Pf.NA C.:NA %'ERT(LILk OgU F M 240 S M Its, I- I- I- I
BCILL Dw Enclossuffiat auffieW Lic NA Cal:NA VERT(TL): O.Ofil F 999 1M) E 11 111 1- 1- 1- '4.2
BCDL 10.00 Risk�te,ku,11 Shche Ducaliffic NA HORZ(LL):0.012 F - D 11 110 �.5
S
Data Ld 37.M EXP:C HORZ(n):0.030 F Wind reactions beented!on MWFRS
NCBCM:10.0fil Mean Height:15.00 ft Cadia I MISC Cifteffia Creep Feeks,.1.5 8 Min Step Webb Rw= 1.5
Sol 2,00 TCOL:4.2 f Bldg�dtc FBC 2014 RES MaxTCCSI: OA05 5 MinBMWidffiReq= -
Lead Duffiefloac 1.25 BCDL:3.11,finall Tel Bud: M07 Max�= 0.458 D MinB,WidffiR,- -
Seattle,24.D MWFRS Plandlel DIM:D to ha Rate F.theedt Y. MaxWeb(ISI 0.35d, gearing 8 Feterp-565pid.
C&C DIM a:3�00 R Ft 30fiffit1c)(0) Mfg specifiefil Zendlem,
GCpI:0.18 pars,Typopst, Muffiffifinum Top Chard lostrese Per Ply(fifial
Wind Dundalk 1.60 WAVE -�IEW V,16 01-M Mao,13 (3mords TMA.Counp. Cleats Tem.Comes,
Lumber Wind A-B 15 .7 C-D 31 -69
Value Set 138(Ilffecaree 61112013) Wind cads and tandems based on MNFR& B-C M -57`1
Top thoncl W SP M-30
Bet dead 2k4 SP M-31 Addifflonal Notes ittedomme 9.Choral Farm.Par Ply(]be)
Wake 2,4 SP 0 The oemall height a gas muss excluding merhang it Ciffiffires TMM.Coffip. auxas Tests Counts.
Lubliffiervalueset-1313'uses design values 3-2-IC B-F 5415 -= F-E 0 0
d,NcvmdI0S=Dl3byId-SC Top Chem eremitical may be field trimmed.
Special Loneds Maximum Web Forces Par Ply(be)
-0-upffiner N,Fa.-I�25 1 Iffift.NrYffic.=t25) Wake Tors.Comp.
T�Form beam -1,9ulto 650M 0,00 C-F 231 -M
T�From 2 PW at 0.011 W 2pffat 9.77
B�From Opffat -1.9st asset 0.00
B�From 2 piff at 0,03to 2 pit at 9.77
T� 38 lb Core Load at 1.46
T� 142 Is tDom,I-cad.1 429
T� 2"11,�c I-oad at T12
BC- 24 It,Cook,Lead M 1.46
B� 9811fiCesec.1-oadat 4.29
13� 176 HID Coke.Lead 4 712
Plandn'No..
Plates sized!for a minimum&4.W Mmndpaca,
Purities
In lieu a affietural Panels or rigid coding use pumfind
to Merely Now dembs as idonam.
Chem Spediffifin od Stuffift) Ereffi)
TC 24 -1.94 9.77
BE 116 0,15 9.77
Apply Pudind W my chords,above or lbrkk�fillons
at 2V OC unimu.Menem othervese Mot
NOTE&
1.This dcram"is not sufficient affine for installadon Md�alins��wsa=m�nOng�istmssd�ng.i�ludeBCSII-03,
Mould his used!in conjunction wO the architectural plans thele,installation.
2 Apax Technology is a ficinuffies name Gemed by Joe Apex TeffiffiffilM Inc,Florida Cor,oration. Florida Engmear
Business No.7547-4745 Surat Park Court,Suite 402. lecksortille,FL 3V24-904.821.5200 APEX
M PE No.6039 Derek B Mumay
ideml G Kookovesid J."P Ammem a
PE No 58W PE No.71457
CUSTOM�CAMILK STREET SEEN.17MI M I C1,4BIL
IFRCM. DRW;
GE01 Pal I MAVIS
1-1 54 -W AH-V IS -IM
K-L M -W A&W 53 -73
M-N IS 151 Ala-X 70 -79
O-P IN -M AE-Y IS -45
�-R 57 .4 Al z 210 -10
M-S SO -M
NEWS:
1.This dranain'ainetsuffiderniationsforlicatitillo.c. ......lude BCSI 1-M.
should bas us.In conjunction with ties arcibilectunal plans dl inibeander,
2.Abox Tachnoll is a fictitious narric oyal by Jax Apas Techedl Inc,Florida Coapecal Fkinda Enginessar
Business,No.7547-4745 Suborn Piek Cou".Suite 402,Jacksonville,IFL 3U24-9M Ol APEX
Li G K�i Jeffm P Any. Deralk 8 Nil
PE No,608M PE No,585*1 PE ft.71457
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Job 0 641164 V' BEARING INFOR"TION
WOOE)TRUSS A
QW SPAN DESCIOPTION .1 ,'019 # ACTION UPILI"
1 W07-00 GE01 GAEL 5.OW12 M161-Ply 0 3.30 239.00
923.0 506.00
1 19'OXD) GE02 GARL ly AT 429.00
.14#1591.79
2 09-OV05 14,101 HIP JACK 388S4 165.00
�,-5 426.53 98.00
11 3 10.79 11.00
4 01-00-00 ml JACK 5.00/12 Pit� I-Ply 1 205.62 7a.N
2 46.11 14.00
3 99.89 36.00
4 03-OWOO J02 JACK 5.00112 Mob 1-My 1 224.21 57.00
2 49.22 am
3 71.19 3Sm
4 05TO-00 J03 JACK 5.00/12 Plffi� 1-Ply 1 289.43 S7.W
2 87.83 OLOO
3 121.95 65.00
8 07-OVOO EJACK 5.N112 PR& 1-Ply 1 360.44 80.00
2 125.70 0.00
3 172.53 93.00
4 OTWOO J04T EJACK 5.OW12 Pil� I-Ply 1 365.63 78.00
2 115.56 4.00
3 169.69 84.00
2 34'07"00 T01 COMIN 5.00112 Pift& 1-Ply 1 679.47 187.00
2 1618.77 419.00
3 553.42 149.01)
1 34107-00 T02 COMIN 5.0012 MR& I-Ply 1 695.60 201.00
2 1148.76 ne.00
3 861.04 217.W
8 U'Gr'00 T03 COMN 5.041112 PiWh 1-Ply 1 1380.46 377.N
2 1380.46 377.00
8 MV7'00 Tiff COMIN 5.00M 2 laift� I-Ply 1 1382.31 376.00
2 1386.54 375.00
1 WDT'00 T05 HIPS 5.110112 Plkh 1-Ply 1 1382.62 370.1W
2 1387.57 370.W
1 34-OMO TD6 HIPS 6.OM 2 PrIch I-Ply 1 1463.01 378.00
2 1�7." 379.00
1 �,Orw T07 HIPS S.OWI 2 Pitch 1-Ply 1 14,t6.11 380.00
2 142730 380.00
1 34-OrOO T()B HIPS 5.00112 PiKh 1-Ply I iMS.D5 381.00
2 13N.76 382.00
1 34-07-M Tog HIPS 5.00112 PiRcI& 2-Ply 1 1386.06 382.00
2 138a.76 W3.00
1 WOrOO T10 HIPS 5.W112 Pitsti 1-Ply I 14U.11 422.14
2 4962.01) 14K.00
1 1 IMWOO T11 COMN 5.OW1 2 Mh,h I-Ply 1 799.� 219.00
2 799.54 219.00
Total of Trusses M
Maximan Height 08'W02
Page I of 1
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