392 11TH ST - TRUSSES Bosco
Site Information
392 11th Street Atlantic Beach, FL 32233, Duval
Structural Engineer of Record
Wayne Gartner
PE No. 5 blr
PE No. 58328 C
IIIAPX""
WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00)
MWFRS TCLL 20 pat TCLL 40 psi
130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psi TCDL 10 psf
Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf
Exposure C BCDL 05 psf BCDL 05 psf
Occupancy Category II (Res)
FBC2010 ResidentiaVTPI-2007
Design Program: ITW VIEW 04.00.000
This Package inlcudes 58 truss designs with Individual date of design
NO I JOB ID ITRS IDI DATE I I NO I JOB ID ITRS ID DATE NO I JOB ID TIRSIDI DATE
1 39211THSTREET B01 1089014 31 39211THSTREET I HJ03 1019/2014
2 30211THSTREET Ew 10/92014 32 39211THSTREU HJ04 10192014
3 39211THSTREET F01 111( 11 33 39211THSTREET HJ05 101WO14
4 39211THSTREET F02 1081201/ 34 39211THSTREET J01 10/9/2014 •�,^"—y t- ri%1
5 39211THSTREET F03 109/201/ W 39211THSTREU J01A IOIWO14 YC- F$Sp4
6 39211THSTREET F04 1092014 38 39211THSTREET J02 1092014 4'9
7 39211THSTREET Po$ 1099014 37 39211THSTREU J02A 1092014 a; 91 21
8 39211THSTREET F08 1089014 w 39211THSTREET J03 1092014 $p
9 39211THSTREET F07 10/99014 39 39211THSTREET J03A 1089014 ` p B
10 39211THSTREU FOB 1089014 40 39211THSTREET J04 1082014 ffff yyy
11 39211THSrREET F09 1 1019201,11 41 39211THSTREET J05 1082014 O N . All
12 39211THSTREET F10 1082014 42 39211THSTREET J06 1082019 ° ❑ ❑ T+ �r
13 39211THSTREET F11 10/99014 43 39211THSTREET J07 1MM14
14 39211THSTREET F12 1092014 M 39211THSTREET J08 1082014
15 39211THSTREET F13 1099014 45 39211THSTREET J09 1WBM014
18 39211THSTREU F14 1082014 48 39211THSTREET J10 10/99014
F7
17 39211THSTREET 5 1082014 /7 39211THSTREET T01 10/99010 • 25x FL
18 39211THSTREET FG01 1082014 48 39211THSTREET T01A 10/9/201011 1
f 5}Ae^p @5SQ
19 39211THSTREET FG02 1082014 49 39211THSTREET T02 1082014
20 39211THSTREET FG03 1082014 50 39211THSTREET T03 1089011 6 9
21 39211THSTREET FG04 1092014 51 39211THSTREET T04 1089014 •' x „aIn
-
22 39211THSMEET FGE01 1089014 52 39211THSTREET T05 1082014
23 39211THSTREET F2 108/2014 53 39211THSTREET Tob 1082014
24 39211THSTREET FGE03 108/2014 51 39211THSTREET T07 1082014
25 39211THSTREET FGE04 108/2014 53 39211THSTREET T09 1089014 �SeOq/ I
28 39211TMTREET GE01 1092014 58 39241THSTREET T10 1089014 �FpEY_P
2] 39211THSTREET GE02 10812014 57 39211THSTREET T11 1089014 , '4`: `tCas F /,
28 39211THSTREET HJ01 1089014 58 39211THSTREET T1_2 101912014 .� 8�•;s0
29 39211THSTREET HJ01A 109/2014 ' O 88$44 •y'L 1.
30 39211THSTREET HJ02 1099014 is
se * �
ex
Apex Technology '•;� OF :4U
Apex Texhadogy I5 a Wcious name owned by Jm Npex Technology,Inc.,a Flori la Corpo2fiart FlonW Engineer Business No. d1 Q
750-4745 Whom Park Gourd,Suite 402 Jxhaomille.FL J2224(9adQl5200
TNesealon hus index sMetiMloMs dod,dance d prWessional engineering re5ponsibilro lyM Me Truss Design courage"o" I • `_
ebowandalraM
cl . The suilabililyand usedeaM drawirg brarry parpvbility alr Wilding is"responsiMlhe Building Cesgner,per Ir
ANS19PI I-2002 Section 2
Who my seal affixed to We sheel.I hereby terlily Nal this serves as an index shed in mMamenmwilh Rule 61(3152]002(2)and
61(11531003 M the FIaMa Board!d PMessional Engineers 1912014
Joh 6 39211THSTREET SEARING INFORMATION
CITY SPAN DESCRIPTION SRG# REACTION UPLIFT
3 18'08"08 F03 SY42 0.00112 Pitch 1-Ply 1 1006.95 0.00
2 1803.45 0.00
2 18'08"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 1016.46 0.00
2 1016.46 OM
9 1703"14 F05 SY42 0.00/12 Pitch 1 -Ply 1 954.13 0.00
2 939.00 0.00
1 1T09"02 F06 SY42 0.00/12 Pitch 1 -Ply 1 945.19 0.00
2 1813.13 0.00
6 13'06"08 F07 SY42 0.00112 Pitch 1 -Ply 1 73018 0.00
2 734.99 0.00
3 14'06"08 FOB SY42 0.00/12 Pitch 1 -Ply 1 794.18 0.00
2 789.99 0.00
1 14'07'00 F09 SY42 0.00112 Pitch 1 -Ply 1 102390 0.00
2 1689.90 0.00
2 08'08"00 F10 SY42 0.00/12 Pitch 1 -Ply 1 462.79 . 0.00
2 47805 0.00
4 12'08"12 F11 SY42 000112 Pitch 1 -Ply 1 50420 0.00
2 572.62 0.00
3 345.35 0.00
4 15'02"14 F12 SY42 0.00/12 Pitch 1 -Ply 1 839.45 000
2 824.30 0 0O
1 15'05"14 F13 SY42 000112 Pitch 1 -Ply 1 84626 0.00
2 84207 0.00
1 15'08"06 F14 SY42` 0.00112 Pitch 1 -Ply - 1 850.83 000
2 850.83 000
2 10'06"14 F15 SY42 0.00/12 Pilch 1 -Ply 1 582.81 0.00
2 567.60 0.00
1 13'03"08 FGE01 SY42GABL 0.00112 Pitch, 1-Ply 1 1437.09 0.00
1 17'03"10 FGE02 SY42GABL 0.00112 Pitch 1 -Ply 1 1878.33 0.00
1 03'06"00 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 360.00 0.00
1 03'06"00 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 72.87 0.00
2 287.13 0.00
Total of Trusses 191
Maximun Height 09'00"12
Page 3of3
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39211THSTREBT Ply,2 SECIN 20B8]/T4IFL00
39211TH STREET ATLANTIC BEACH,FL 32233 Oy. I FROIA: DRW:
B01 Will 001W
T
iq b1tt1"2
B �V
F 5 19'0"3 7
19'8"8
Iw8"8
I &W Crystals Lath Word CHteaa Snpw Criteria lPo.PNn PSFI DWCSICMda ♦Maximum ReacSwm(Me)
TCLL: 40.00 WMSM'. NA Pil:NA Ct NA CAT:NA PP DeneClon in Ix Udell Los Luc R IU /Rw !Rh !RL IW
TOM: 15.00 Speed,NA mph K.NA Can NA VERT(LL):-0.010B 9T9 40 C 21501- /- I- /- 13.5
BOIL OPO Enclosures L.NA Ce:NA VERT(TL):-0.008 B 206 40 O 19% 1- l- I- 1- 15.5
BCDL: D,W Gaya,NA Sooner Duration:NA HORZ(LL):0.000 - - C Min B%Wdh Reg= 1.5
Dee,LQ 55W Exp NA HORZ(Tq:0.000 - - D Min BMWtllb Reg= 15
NCBCLL:10W When HelgM:NAB Codef Mlac Ctlteaa Cmep Facia:1.5 Bpnngs C B D are a nod sudaee.
Suf t 0.00 TCDL:NA at &tit Cale:FBC 2010 RES Mn TC CSI: 0.000
Load Duml 1.00 SCOL'.NA psi MUBCCSI: 0.000 Maximum Bot Chord Forces Par Py jibs)
MWFRS Parallel Out NA MVWeb CSI:0000 CMNm.. Ten,
Spedng:210' CBC Dial NA fl Mfg Spadfiel Camber:
B-A 0 0
Wind Dmatian:NA VIEW Ven 14.02.03.0]1].20
Lumber
Floor Join Heads,1751 W1.9E Micri LVL
1.9E Mimdlam LVL death prapenies based on ICC
ES ESR-138],Railroad 1 an,2012.
Nellnote
NtlI Schedule:0131'k3',min.nails
Member Roi__"oc(Each Row)
Use equal syadd,between mare and diwar mind
n each rose to avid splKI
—WamiM:Featuring of plies required"
Spacial Loads
--(Wmber Our.Fac=1.001 Plate Dun Fac.-100)
F. 115gfal ONto 115pHat 509
From 215pNat 509to 215pMet 1971
221 Ib Cana, Load M 0.00
681b Conc.Loatln 209
U3 lb Conc.Loa!el 409
Additional Notes
WARNING'Mid-panel defections esesaive Framing
Ioember has vertical denHion at 008"due to lice
ad and o 31due to dean load.Creep increase
tactor for deal load is l 5o.
The overall h"M d this room excluding overman is
T-0 D.
NOTES:
1.This davnng is net su2dent Marc Mr installation. AWRionW Wtadions acmmmnying Mle Imes drawing,
Include,11-03,should M used In eonrync4an Ain the aNJaaurfl plan during installation. II BCSI 1-03 Ms oM
been dMppW to the site with the component pldumd on this Ra3e_ Please waled Apex TeMmaty for ahee Wq. C
2.Apex TeMrwloW is a fictitious name canal by Jar Arcx Tedtnobgy Inc..Fonda Corporation. Floods Engineer
Business No.]54]-4]45 Sutton Park 02
Conn.Suite 4 ,Jacommalle,FL 32E24.904.821.5200
39211THSTREET PIy3 SEA N:208851 T2I 11.
39211TH STREET ATL ITIC BEACH.FL 82233 piy: t FROM: pRW:
B02
oral:o.a lbe 1 ._ 1a9au
T
1 B q fi_10-2
17'8" V
178'
LOedlegi Croatia here Whose!CrXerie Snow cro (%"in PSF) DaNICSI Crude A W6Mum Reac6one( es)
TOIL: IO.W Who Std: MA Pg:M CL hi CAT:NA PP Deemrim in Im Uds, LN Lw R 1U /Rw !Rh I RL 1W
TCDL: 15.00 Speed:Milmph PF.NA Co:NA VElit 0.000 - - - C 8202 /- I- I- tr 15.5
BCLL: 0,00 Erw.lomm:NA L.NA Ce:W VERTQL):0.000 - - - p 8049 I-
/- I. I- 15.5
SCOL: 0.00 Cotangent:NA S.Duration:Nq HORZ(LL): o OW A - - C Mine,Wld h Req= IS
Dae Ld 55,00 El(P:NA HORZ(TL):0.000 A - D Min Bm Width Ron=20
NCBML:10.00 Mean HeigM:NA 8 CWO I Mae craterbe Creep Fadm 1.5 Beradogs C S D ere a hold surface.
SoBX: 0.00 TCM:M pa BMg Cde:FBC 2010 RES MM TC CSI: 0.000
Lmd DumWdn:1.00 BCDL:NA pan M.BCCSi: 0000 MMimum Bo[Chard Fare"pear Ply(Ibe)
Spiting:24.0' MFRS Parallel Dist:NA Mas Web CSI:0.000 Chorda Ters.(Iomp.
CBC Dist a:NAB Mfg Spedfied Camber B-A 0 0
I:NA GCpi'.NA
Wind Duration:NA VIEW Van 14.02.0dW17.20
Lumber
Fiber Joist Header 1.75as16.a 1,W Mkmllam LVL
1.9E MiwlWn LVL desgn properties besot on ICC
ES ESR-1367,Railroad 1 Dm.2012.
NeilnuN
Neil Sdredule:0131'k3',min.had.
Mwnber Roxe __'on.(Each Row)
ilin
Repeat nag m each layer is assplild,Use aqua
spadn9 beMson mars aro stagger nab in each ma
to sora spBMM.
4"o.a spwirq W haul perfendicular and parents to
gran required in area over bearings greater than 4"
"'Wareing:Fastening of plies required"
Spaniel Loads
From 151plf atFm000ro 15epKM 1talb7-,51000)
BG 939lb Com,Loado 0.71,2.71,411,671
BD 3180 to Cmc Load o 8,79
SC-1763 to Com.Lmtl A 1011,1211,14.71.16.71
Additional Nates
Denmtion mmla 1240 ive and l/21g Into Iced.
Cmep me erre faster for dead load is 150,
The ovsrall hog In ofthis buss cWudi r,ouahang is
1-L0.
NOTES:
1.This dro its,is lest standard alone la lnAalafon. Addi nolnAmpimearampanyingihis Wesdra g,
include BCSi 1-03,should be used in mnjumoon man the arc mehural pans during inyallor H BCSI 1-03 has mN
been shlppedtetheslawilh the mmpmmipidutN ontho,bee, .PleasemnMd AFe Technologyforaheempy. APEX
2 Apex Tercilmo y is a fidiuu5 name awred by Job Apex Manc,As TmoW Ifode Floods Corporator, FlonEngineer
Business No,7547-4745 Sutton Pent Coun,Suite 402,JaMmmdb,FL 32224-904.6215260 ®'
39211THMEU Ry1 SEON;21139ITHISV42
39211THSTREETATLANTICBEACH,FL32233 Ory: 3 FROM: IX4W:
F01 W9L 112.0Ibs I _. 1010&14
8'r12 9 " 19.8.8
B'r12 5 10'7"0
(ryp)
CC E
A pp �3X3 =A85 D �3X H 4%B I IX K�
T .T
61 5
i 01'2
�3 0 a31
R 0 P O N M
ex X5 =4X0
F 4 19'0"3 j
ill
LMON CMerth Ilial Wind CrOeds Snow CXlarle(pa"In P9Ft DxM cd da A Maxbum Reactions lib)
TCLL: 40.00 NSM Std NA P9:NA Cn:NA CAT:NA PP Default in Into Udee UB Lac R I U I RW I NI 'RUL 1W
TCU: 10.00 Speed:NA hi Pf.NA Ce:NA VERT(LL): 0.333N 663 380 0 1439 I- I- I- I. 13.5
BOLL son Enclosure:NA Le NA Cs:NA VERTQL): sMN 364294 L 1761 I- I- I- I- 15.5
BOOL Sao Cobalt NA S.Duna. NA 1101 0.042L - - 0 Min Bo,Width R"= 1.5
Des W: 55.00 EXP:NA HORZ(TL);0.03 L - L Min Bo,WidM Req- 1.5 .
NCBCLL:10.00 Meeh Heigh:NAR CodalMbc Gifted. Cmep Factor 1.5 Seeing.08 L am stand sudors.
SWM; 000 TCDL:NA Ford 9Mg Code FBC2018RES Max TCCSI: 0,167
Lead Duraton:1W BCDL:NA prd TPI SM:2007 an.BC CSI: 0776 Maximum Top Chem Fomem s PPly(Ies)
Spaclrg:240" MFRS Pursue!DIM:NA Rap Facon Used:No Mss Web CSI:0873 Chords Teru.Canp. Chord, Term.Camp.
C&C DIM.NAR "FIT:12(OV10(0) Mfg Spudded Cambs A-8 0 -31 F-G 0 -35A
1:NA GCd:NA RMB Type(,); 8-0 197 0 G-H 0 -A56
NSM Duration:NA WAVE VIEW Ver 14.02.03.071720 C-D 0-ADS H-I 0 -A55
Lumber EM Vertlul Attwhmehe ❑ - 0-A05 1-J 153 0
E-F 0-3622
Value Se;138(Edediae 8tl=13) Abrin n".BM aeMra(sl to neM end WNCrd
Top diwtl 4#SPM-30 despot 10d Mxar(O.128.6nr in),ximmus
Bat chord 4x2 SP Mato through wide face m(3)gl,1-1/2 a,16-Gag 1" Maximum Bal Chad Fooree Per Pty/lbs)
Web4x2SPp3 wide(minimum)Cram stai on each rianav fare. Chords TensCums, Claude TanaCamp,
LumbsvelueaW-1 W'toeadeYgnvaluesappmved Additional Noln R-0 0 -1% O-N 3822 0
130.2013 by ALSC .2x8 mntinum5 sirmgesuck See detail O-P 16A 0 N-M 3592 0
Linde Special STRBRIBRO211 aur thadlg and bridging P-0 3619 0 M-L 1602 0
mrummeMWiona.
—(Lumber DWCFxc=1A0 I Plans DucFWo 1.00) Truss must M inshhed as shoes with top dlord up. Maximum Web Fomes Par Ply(Ws)
TC-Form 100p8at OA3to 100pBN 19.46 Web Tarm.Comp. stab Tem. Camp.
BG Form lopI"m 0ifo 10p8at 19.71 Tb Ovem0heightethlstwssexduding Oyerhangis
TC- 333 His Care.Lea]at 0.13 1-4-0, R-A 0 4118 F-N M -39
BC- n5 to Co..Ltd st 19.M R-B 350 0 N-G 31 0
S-R 0 -1A G-M 0 -704
Plating Notes B-0 0 -498 H-M 0 -239
Airlines are 2X4 except as not . O-C 0-1955 M-1 land 0
C-P 1414 0 I-L D -IDb
Plate ShMTaMa D-P 0 -M] J-L 0 -25]
JT pan Lalerel CMN JT Plane tsleml CFroN P-E 0 -793 L-K N -612
No Size Shift Six No Sim Shift Bre E-O 74 0
[51 3%6 425L 125 [71 3X0 375L 125
[8) 3X3 1,25R 125 X14) 3X6 3]5 R 125
Purlins
In lieu W dtuduml panes or rigid roiling use pi
to usually Mae dross.as lollwrs'
CMN Spadtp(in oaf Spathe) EM(ft)
TC 24 0.12 1933
Sc 120 0W 19.33
Apply Purina M any dura,above or home fill
3124.OC unless mourn dheunae Whom.
NOTES:
1.This doming is not suMtles done for nmillalion. Additional Irimudions a[rampanying Ihs tries,drawing,indi de SCSI 1-03.
should be used in conryncbon with the 6nJdlflurel plans during indelluddin
2.Apex Tddmmd yis a0c56menaneowned by Jax Apex Technobgy Inc,FMMs Corporation Florida EnPneu
Budnesa No,754]-4]45 Sutton Park Court,Sure 402,JeckaonWlle,FL 32224-9D4.021.5200 APEX
Micree G Isom N Jeffrey P Amesan Derek B Mummy
PE No.60839 PE N,08544 PE No.71457
39211THSTREETPIY:1 SEON:208791 T48/SY42
392117N STREET ATLANTIC BEACH,FL 32233 Gry:3 FROM: DfiW:
F02 Wg1100.01be 1 ... 0089111
10'8" 119" 19'0"9
108" 19" B'1"B
—28"--{.
(TYP) q Op 18
-r O A s0 C 33)41 E era%0 G AS XJ:z
i
1 0'1 2
m3%BS
m3XI mUB[121
P 0 N M L
m4X10
Loadbp CRMM left Wintl CRMRe Snow ClNer(f(PBNb peFl CeMCMCA A Maximum asheram(1w)
TCLL 40.00 Wind SM: NA Pg:NA CL NA CAT:W PPDs, on in I¢UEell LM L¢ R /U /Rw 1Rh IM /W
TCU: 1000 Speed: NA mph PI NA Ce:NA VERT(LL): OM5 E 516 360 p 1063 /- /- /- I. ISS
BCIL 0.00 Endomm,'.NA L. NA Cs:NA VERT(TL): 0697 E WO 300 K 1803 /-
/- /- /- 13.5
BCDL: 500 E)(P NA sl4 Shoes OoaBOI:NA HORZ(LL):00550 - - P MIn Bg WMh Req= 1.5
-- Dea Ld 55.00 EXP:NA Cheap Ft):O.Wft.1S - - K Min Bg Kam Regi 1.5
NCfit 1000 Mean H Ale NAB Cotl Dode FBrl M1 Cheap FadoY.13 BesrrgaP BKareargitl auRace.
Lowl 0.00 TOOL:NA find Bldg Cade: 7 2010 RES Ma TC CSI: 0.818
Sid Duntlon:100 BOOL:NA pet TPI pre 200] Max BC CSI: 0.890 MSMMYm Top Chortl Forcae Per Pry(Ops)
Spedrg:24.0" MWFRS Passage!Dig:2174 Rap Fedae Used Yes Max Web CSI:0.713 DhoMO Tma.Cwnp. Chords Tens. Cmnp.
CBCUMa NAR FT1RT:12(OYIO(0) Mlg Spedfietl Camber A.B 1 0 E-F 0 -4056
1:NA GOP:NA Plsle Typsibu: B-C 0-3269 F-G 0 -3238
WiM Dum0on:NA WAVE VIEW Ver:14.0203.07921) C-D 0-3289 G-H 0 -3236
Lumber CambN D-E 0-409 H-1 100 0
Value Sal:138(Eggs.WIQ013) Max JT VERT DEFL 11,0,44"DL:0.28'.$an debul
TOp Gwrtl 02 SP W30 DEFLCAMB0013fOr nmbm
erresu mdB110na. Maximum Bot Chord Forces Per Pry(Iln)
BG Gpnl 4x2 SP M40 Roofs ievrFomtirg lNa truss require cOnstleration for Claude TearConp. Chorda Ten. Com,
Webs 4x2 SP ed posting design by Building Dengrnz P-O 1914 0 M-L 1652 0
Lumber value aet'13B"uses design values a ppm E EndVMlcal AttxM1mml O-N 3585 D L-K 1004 0
1130/20131py ALSO AOedh nucha!end serkel(s)to next end serical N-M 4058 0
Special Loads, using(3)qty.10d our or(0 120"0"min)gun basis
through nide faceor pl d, I 1 Ieg U-Gaga 1' Maximum Wab Forces,Per Ply(Hol
—(Lumber Our.FBc.100/Plans Dur.Fac.=100) wiEs grim um)Cram staples on east number face. Wena TBn.Comp, Webs Tan. Comp.
TI>Fmm 100WM 0.13 to 107 part 1946
SO.From 10 of at O.00 to 10pffal 1911 Additional Whig G-P 0 -10 M-F 107 -9
BC- 7351b Coria.Load of 19.58 ♦2x8 cmtinuous 9ragbaG.See detail A-P 0 -106 F-L 0 -10:5
phfmg l4aUs STRBRIBR0211 for brasng est brdgirg P-B 0-21W -G-L 13 -04
All ideas are 2X4 exrrot as tMed, recanmandations B-O 1490 0 L-H 1496 0
Truss must be matufed as Glwm end top Nmtl up. C-O D -23 H-K D -21M
Plate Shift Tanta The..It height of this trues excluding waO-D D -]B2 I-K a -MM1ang is D-N 47S -741 K-J n -ST/
JT Pigs tneml CMN Jf Plate LBIeral Chsul N-E N -119
No Size Shift Bite NO Sire SIH1 Bre
151 3%8 4.25 L 125 1121 3X0 4 00 R 1.25
Parma
In Ileo 0 GruaWrd panels Or npd ceiling use porins
to laemlly Mace chorda as follows:
Clund SpadigOn Oc) Stan(ft) Eni
TC 24 0.13 1921
BC 12D 0.13 1929
Apply puMnsto any Gprds summ or Mbw DIMn
et 24.OC uaeea shown aheing.abode.
NOTES:
1.This caning is not sufficient alone for ineullalgn. AdtlNona Instructions axomparipng IMs Wu drawing,gdude SCSI 1-00,
should be used in¢njumbion with the amhimberel plana during installation.
2.Apex TechnsiM is a fictitious name omred by Jax Apex Technaogy Inc.,Florida Corporation. Fkrda Engineer
Business No.]54]-4745 Sudden Park Cour,Suite 402,JeGt50nw0e,FL 32224-904 021.MOD rAPEX
MiGIed G KOWwski JGlrey P Amason Derek B Murmy
PE Ib W839 pE No.MW
PE No.]145]
39211THSTREET My:1SEON:201169IT201-2
39211THSITEEFATLANTICBEACH,R-3ZO3 Oty: 3 FROM; DRW:
F03 War,106.41. I miss IMW14
lee's
10'8" 81'8 1
zr
(TYP)
A C WSM =19:61ca G m
1 901.2
a<3 .—
P O NM )L
33J(8 ss4X8[15]
186"8
LemlW C16arla leen Mind Cr da S.Crmida(Poa b Pan Oa81C9l Creed. ♦WxbnuMWacgsns(I.)
TCLL 40.00 W in Sud NA PP NA Cb NA CAT:NA PP Discussing in IdaUde, LIF Lac R 1 U I Rw IRS I RL 1W
TCDL: law Speed:NA mph PFNA Ce;NA VERT(LL): 0348N 828 360 P 10071- I- 1- I- 15.5
BCLL: OW Eraland.NA Lu:NA Ca:NA VERT(Ty: 0544N 400 290 K 19031- I- I- 1- 13.5
BCDL: 5.90 Catepay:NA Bass On181bn:NA HORZRL):0048 K - - P Min Bq WMh Req- 1.5
D.Ld: SSW EXP:NA IfORZ(ILF 0.072 K - - K Min Brg WMM1 Req= 15 -
NCBCLL:1000 Men Haight:NAB Code l Mbc Cdbrla Cheep Fads 1.5 Beamgs P B K aril a ngM summit.
small am TCDL:NA Pat Mg Gods:FBC 2010 RES Mm TCCSI: 0.414
Load Coal 1.90 BCDL:NA pill TPI SM:2007 Mas BCCSI; 0,767 Maximum Top ChoN Farces Per PS(lbs)
Spadn924.0MWFRS Paul Dig:NA Rep Faclaa UsedYesMax WebCs1:0.857 CM1ads Tenn Camp. C.Ms Tem.Oamp.
CfiCDiga NAB FTW:12(Oy1D(0) Mfg Sped6ed Cam.r, A.B 1 0 E-F a -3S!0
ENA, GCpi:NA Plane Type(s): B-C 0-3000 F-G 0 -3010
NB.Dme.n:NA WAVE VIEW Ver 140203.0]1]20 C-D 0-3033 G-H 0 -310
Lumber C Ixr D-E 0-3850 H-1 102 0
Value Se1:13B(E6edIve61141113) MM JT VERT DEFL:LL:035•DL 020`,See deail Maximum Bust Chug Portae Per Ply(I.)
Top gad 4x2 SP M-30 DEFLCIIMB0B13 for closerrecommr.a8ons. Chords TCns Chu Croats Tnftes .
Webs 412 SP p3 BatchmalwSPM_W EM Vernal AttuM1maM P-
M-L 36
AllecM1nmcbedentlwNUlpltoretand mad G-N xx� 0 18 0
Lumbar ag'13B'uses design values appmvW uinB(3)city,10d.rz or(0.126'x3'min)gon railsls N 1]82 0
1/]9020133by Cy AI-SC through wide use l(3)Ny.1-illi has l6Gege 1' N-M YSO 0
Spatial Loads star(minimum)Closer seats an such narrow hire. Maximum Web Faces Per Ply e.)
—(bums Dur Faa=1.001 Plate Dur Fat=l 0) Additional NOb3 Webs Tana Comp. Wa. Tens Cu".
TC-Fmm lodger D.13to 100pYg 1846 r gxg aganumn stragback.San aged
BOFrom 10pyg OOoto 10030 1871 D-P 0 -10 M-F 20 -5a
BG 790 to Com.Lon at l B58 STRBRIBRO211 for bating and bridging A-P 0 -106 F-L 0 -]W
mccimmenda.ns. P_B 0-1995 G-L 0 -243
Plating NMee Truss mugtax,indallW as shorn mth tap AON up, B-O 1366 0 L-H ran 0
All gems ahe 2X4 emept as need T.bang height 0 Nis buss sidings overhang is C-O 0 -211 H-K 0 -2756
1-44. O-D 0 -663' I-K 0 -23D
PI.ShlRTable D-N 64 D K-J 76 -601
JT PIge Lateral C.N JF Pate Weal Chord N-E 119 -3
No Six Shift Egle No Size SM1M Bite
[3( 3X8 425L 125 151 3X6 3.75L 1.25
DDI Us 1251 1.25 [12( US 3.75R 125
(15] US 4.25R 1.25
Fuaina
In lieu M grugur a pangs or nail ailing use pudlns
to Per bas eras as mi..:
C.M Spe ssA n m) Sin(6) Erg(ft)
TC 24 013 1821
BO 120 0.13 19,29
Apply Wnine M Say chords Whoa,a brave Share
at 24'OC uniess shorn aminase alumni,
NOTES:
1.This amusing Is not indrawn alone for ingression, Additional immidions accompanying Nitrous means.imiWe BCSI 1-W,
should.used in cnrynaion with the a¢hneaurr pans aunts ingallglon.
2.AFP-s Techina y is a fdilioua name canal by Jas Apex Technology enc.Flgda Corysesig. Florida Engineer
Examine No,7547-4745 Sudan Perk Com.Suite 402,Jagamile,FL 32224-904.021,5200 APEX
Michanl G Kwloseli JeRhey P Amesan Derek B Murray
PE No.60639 PE No.58W PE No,]1457
39311MSTREET Ply:1 BECK 20867/T35 BT42
39211TH STREET ATLANTIC BEACH,FL 32233 Cry,2 FROM: DRW:
Fab Wit 105,0 las I ._ 19'OM14
low' 1 "8 18'8"8
8 8'
CTYP)
' qq CC D =3X3110)
T r Og2X9 2C4 =3X4 Ifl VA I&A JXP 2X4
J
ri _
a_
1 _ _ arz
P O 181 NXM 3J(8[121 K
=3X8 1112X4 =_3X8
WITS
Loading Crisis Wim Wind CrlleM Sww CMeda 1p0.x in P6F) DaNCSI CrKeRa A MaxBnum Readd4na(1bf)
TCLL 40.00 W nd SM: NA Pg:NA Ct NA CAT:W PP De0eston in MI/d,,, Ipt Lob R /U lithe I Rb I RL led
TCM: 1000 Speed:NA mph K NA Ce;NA VERT(LL): 03M N 617 Md)
P 101 I- l-
BCLL DAO EndosumRT:NA Lu:NA Ca:NA VE /- I- ISS
(R): 0554 N ]9I 281 K Big
/- /- /- 13.5
A0
BCDL 5Category:N4 SnSame,Dumlion:NA HORZ(LL): 0.044 K - - P Min 6 Min Big W WM1 Rep= 15
Ce,W: 5500 EXP:NAAHORCreep Factor.
3.0741.5 K - - K Min Big WIa Regi 1.5
NCSCMSaflit 10.00 Mean NA ba NAfl CodefilbBldgCde. OC201cribeirla MwT CSS 1.5 BwnnBePe Kam angitl seism.
SWM; 0.00 TCM:NA par Bl id: FOC201O RES Max TCCSI: 0.309
Load D:24.0 00 BCDL NA per TPI SM:ors U Max BC CSI: O.712 Maximum T Top omp. Fames Par Ply . C
Spedrg:24.0' MWFRS Parallel Din:NA Rep T:1Z(0 Used;Yx Mar Web OSt0.662 CNrds Txs.CxnD Cholla Tema. Camp,
CBC DIMa;NAA FT/RT;12(OYt IXO) M195petified Camber: A-B 1 0 E-F 0 -3]23
I:NA GCpi:NA al-0
Typ : B-0 0-30]3 F-G 0 -3085
Wind Duration'.N4 WAVE VIEW Vx 140303.W1].20 C-D 0-323 G-H 0 -3065
Lumber gdtlWanal Noms 0-E 0-W31 H-I 1 0
Vieue Set 13B(Egectoe&12013) ♦2dl cxdinuoas erorgbad.See dural Maximum BW LM1ortl Formas Per Ply light)
Top chain 4x2 SP W30 STRBRIBRO211 for braWng a ad brifting
Bat chord 4x2 SP W30 mendalions. CM1xde Tens Comp. ChoMs Twe, Comp.
Webs 44 SP g3 Two must be Installed as slwxn wAh by UOM up. P.O 1018 0 M-L 3720 0
LunMr value sed 9 JB"uses tle9gn values approved Time overall beght M this Wsa excluding mostang is O-N 369] 0 L-K 1012 D
113012013 W ALSO 1<0. N-M 37M 0
PNMSir@Table
Maximum Web Forces,Per Ply(lbs)
No HMe Lateral ChardMM J< Plate Lateral Chad WeW Tere.Comp. Weed Tens. Comp.
15 SU SNA Bile No Bim Shift She
[5) 3X8 3.75E 1.25 [IDI 3X3 1.35E 125 O-P 0 -10 M-F 41 -2l
[121 3X8 3J6R 125 A-P 0 -100 F-L 0 -TM
Purlins P-B 0- 018G-L 0 -241
B-O 1390 0 L-H 1385 0
In lieu W structural panels or rigid ceiling use ardina C-O 0 -&1 H-K 0 -ZIi4
to laterally brace,chords as blhxa: -O 0 -CS6 HK a -1L8
Chats SP—.,( oc) Sahib) Erd(g)
D-N 60 0 K-J 0 10
TC 2d 0.12 10.33 N-E 0 -19
By 120 OA2eon 1043
Apply OC
t0any chords aabovemonre fillers
x 24-oc amea5 anwn Wnerwiw shoes.
Camber
Max JT VERT DEFL LL:0.35 DL 030'.Seasonal
DEFLCAMB0813M camber.inbromMliona.
EMVaMaalgtbcbmanl
Atlx31 nmaM1e l ell vonital(s)to nM end waited
ting(3)yry,too box or(D.128-x3"min)gun reals
through VAde Was or(3)9I,.1-10'Ieg 16-Gage t"
wide(maximum)Crown esyl's on earl,marrow f ass
NOTES:
1.TW draNrg is nW mfiident alone for immilatim. AdtlNona'Instructions accompanying rola Imes droxing,iMutle SCSI 1-03,
sboudd W used in conjunction vnth the architectural plans during inn�stallation.
2 BuenewcW.Tg54T a4T450uaficinious on Fe barred
BuiN 4Jax 02rTeraturclo¢Inc.
FL 32224 Floods9orpralFlorida Engineer
APEX
PE Na.00839 PE No,50544 PEW ]145]
31211THSTREUPly.t SEON:30863 I T391SY42
39211TH STREETATLANTICBEACH,FL32233 Oy:9 FROM: DRY/
FOS Wg1:.1i ft a I .. 10099/14
8' B'5"6 _ 17'3.14
1'S"6 7'101
(TTS p
B 4 ad 11S(4 =3X3 aa91 112X4 =3X812 2X4
T � O
j o•1 z
= 1112X4 1112%1 =3%8 =4X5
M
N M L K
=3X8
73'14
Loading me MID Wind Clients Snow Crossed Dal In" De WDnarfa A Maximum Reecdons file)
TCLL: 4000 Ma S l NA Pg:NA CO NA CAT NA PP DenacOon in Ix Udefi JO Loc R 1U IRw IM IRL IW
TCIL 1000 Speed:NA mob PF.NA Ce:NA VERT(LL): 0.292 K 700 360 N 951 I- I- 1- I- 15.5
BCLL: 0.00 Ergasura:NA Lu:NA Ca:NA VERT(TLT 0.457 K MB 273 1 938 1- I- I- I- 1-
KIDL: 5.00 Cote,.,MA Scow Duration:N4 HOR7JLL):pods I - N MIn BMVddthRq: 1.5
Dee LQ 55.00 EXP:NA HORZJTL)'. 0061-I - - I Min Bg VOd h Rep= -
NCBCLL:ID.00 Mean Height:NAR Coda l Mbc Cal la Creep Fadoz 1,5 Bearing N is a iii surface.
Soft 0SO TCIL NA Psi Bldg Code:PRO MID RES Max TC CBI: 0.378
Load Duration 1.00 BCDL:NA pal TPI SM:2007 Mar BCC51: 0.887 Maximum Top Chord Fomes Per Py(i
Sparing:240MWFRS ParalM Dist NA Rep Fedora Used:Yam Max Web C51:0.584 Claude Teru.Comp. ChDi Tem. Com,
C&CDINa:NAR FTHp:12(0VIDi Mg Specified Camber A.B 1 0 E-F 0 -Mig!
I:NA GCR:NA Pass Typds): B-C 0-D11 F-G 0 -2852
Wird Dural NA WAVE VIEW Ver.14.0203071730 C-D 0-2811 G-H 0 0
Lumber End Vertical Abashment D-E o-3DB
Value Sel 13B(EOadive M1Q013) AM&nmcbed endvedkml(s)to next end veNrel Maximum But CM1ortl Far..Per Pyf�le)
Top chord 4x2 SP M-30 as.n9(3)qty,lad tax in(DAMN3-min)gun hoe,
Bol&rand 4#SP M-30 through wideez m l3I qy.1412"eg 16-Gage 1" CbOMa Tere.Comp. Chortle Tena.Camp.
Webs 4x2 SP wide(minimum)Croom nagea an each renew,ace. N-M 1683 0 K-J 3D0 0
Landoll value set-13W uses design values apPmvad Additional Nova M-L 3D7 0 J-I 1751 0
MMI)13 by ALEC +2x6 continuous mmngback.Sae deail L-K 321B 0
PlateShill STRBRIBRO211 ler braung ale bridging
rammmendafipne. Ltezlmum Web Fpmaa Par Py jibs)
JT Ree Lateral CMN R Plate Iseml Chor��mwt be inaWlM as shown with rap Nwd up. Web Tens Camp. Wale To.. Come
No Size SNR Mte No Size Shin Bila
161 3X3 1.25R 125 (91 3%3 125L 125 Theo .11hegMdthistmaexdWi�e antis O-N 0 .10 K-E 10 -106
1121 US 425R 125 1+0. A-N 0 -100 E-J 0 -721
N-B 0-1871 F-J a-289
Pool.. B-M 1W 0 J-G 1214 0
In lieu dsV tur&panWedpd teiMg use Wdins 0-M 0 -2119 G-1 0 -1939
to laterally base chortle as Mims M-D 0 -74 H-1 0 -100
Chmd Spering0ncc) StadlR) Enali D-L 129 -99
TC 24 0,12 1729
BC 120 012 17.0
Apply outline to any cMNa dome or mow fillers
at 24'oD unless shaven otherwise sino,
Hangem 1 nes
(J)Hanger Support Required,by others
Camber
Max J7 VERT OEFL:LL:9.29'DL:021•'.See usual
DEFLCAM805131or camlerm0ammediahona.
NOTES:
1.
should be used
in oiniun dniol nMbwiten 1lnMr iarchaidounra. lAplans during
xtumpanying trna lmsa tlrawing.IMutle BC511-OJ,
installation.
2.Apex Te Imaxogy a a fsdiumis name owned by Jas Apex Teohrwlagy Inc,portage Corpse&ion. Florida Engineer
Bu&nna No 7517-4745 Sudan Park Cpud,Suite 492,JeQSonville,FL=4-904.621.5200 APEX
Mitluel G Kabawelti Jew Amazon Derek B Murray 1�
PE N0.6039 PE Na.56544 PE No.71457
39211THSTREETPIy:1 3EDN:20MI1 T43 I SY42
39211TH STREET ATLANTIC BEACH,FL 32233 Oly: 1 FROIA: DRW:
FOB Wgl WIt be / ... 1W09I14
0' M1"iD 17'3"2
B' 1.1••101 B'1"8
-Y
mp)
C EE G
T �- PE 0 1112X4 _3X all X31 `.z
1 0'1'2
=3X0 112X4 112%4 -3 1[
O N M K K
=3X0 =4X3
• 1]'g"2
Loadled Crlpria(pa0 Wind CrItris Same CrSeHa proof in PSFI De8/(bSI CHbda •MMYum Reactions(lbs)
TCU 40.00 Wind Bid: NA Pg:NA Ct NA CAT NA PPDaierLan In lac IJOM LM Lm R /U /Rw IRh IRL /W
TCDL 1000 Speed:NA mph Pil Cr.NA VERTILU: 0299M 711 360 0 915 /-
BCIL: 000 Encumber:NA Lu:NA Ca:NA VERTITL): 0.453M 454 274 J 1813 /-
BCDL 5D3 Category:NA Sax DureMn:NA HORZILL): D.038 J - 0 Min BMWrdMReg= 1.5
Da W: 55.00 - EXP:NA HORTITy:0059J - J Min SMWlMh Ra¢=L5
NcB :1000 Man Hard'.NAh Coate/MI¢CMada Cal FaGm 15 Badrgs O B J am a right affaa.
SOMI: 0.00 TCDL:NA psf Bldg Coda:RBC 201D RES fail 0355
Lad Dura8m:100 BCDL:NA pM TPI Sid:2007 Mex BCCSI: 0,655 Maximum Top Ched Fomes Par Pry llbs)
Spadr,24.0" MWFRS Parallel Dist:NA Rep Feature Used:Yee Mas Web CSI:0.610 Chords Tea.Comp. Claude Tea. Comp.
CBC Dist a:NA it FTBST:12(10V1IX0) Mfg Spedfied Camber, A-B 1 0 E-F 0 -270,1
tw GC, NA Plan Type(a): B-C 0-9M F-G 0 -2101
Wind Duration:NA WAVE VIEW Ver 14,02,03.0717 2D C-D 0-918 G-H 175 0
Lumbar EM perusal Attachment D-E 0-323]
Value Self 13B(Efledlw&12013) Agri nadletl erd•vertical to nM end vONr'aIusinMaximum Ba Clrprtl Fpr[as Par Ply Ibex
Tap doral 4x2 SP M-30 brmg(h(3)
ba(aced boxol3)rary12B'K"min)��reil' Chords Terw.Cam CMN. Tis.
Ba chord 4x2 SP 14n wMeganimum a a pCuba.
Webs 4.2 SP#3 )Cmwn appear a each harder Mce. O-N 1665 0 L-K MM 0
Lumber value ad-1M-uses design values approved AddNonal Nobs N-M 3230 0 K-J 1542 0
1/301M 13 by ALSC ♦M continuous aVonglack.Sea delal M-L JZO 0
Special Loads STRBRIBRO21I for baring and bridging
recommendations Maximum Web Forces Per Ply Ill
—ILumbn Duf Fri&=1.00/Plate DurFaE.=iW) Trvss mu514irrslelled as aM1oxn wXM1 top MONu . Webs Terec.an , Water Tea.Cpap,
TGFrwn 100TAa 0.13 to 100 Of at 17.51 p
BGFmm 10pHal 0.0010 tOpHa 17,76 The,overall height&Ibis lma excusing overM1eng is P-O 0 -10 4E 135 -91
BC &216 Cana.Load of 17 64 1<0. A-O 0 -108 E-K 0 -010
Plane Bal Table O-B 0-1051 F-K 0 -2W
JT made lf label GMW Plate LMShi Chad B-N IIA C-N 0 -2% K-G TAt G-J 0 -1 0
900
No Size Shift Bib No Size Sniff Bit. N-D 0 -729 H-J 0 -280
(11) 3X8 350R 1.25 D-M 117 -iW J-1 SB -703
Purlins
In lieu of slrwiural ands ornil ailing use purlins
to blerally brace UroNs as tallow&:
CMN Sacnghami Stan(8) EMIR)
TC 24 0.13 1726
BC 120 D.13 1726
Apply ours ins to any chords above or bel fillers
at 24-oC unlae&Man ahe0xta aMa.
Camber
Mn JT VERT DER LL,0 29"DL:0.19'.Sea super
DER-CAMB0813M amberreamnerma4ons.
Roofs incorporating this mass reaM anffideraion far
ponding certain W Buile ng Daughter,
NOTES:
1.TNaalmmg ism suMaenlabneis instaation. Aral alinstmcimsacamanpngtNs Wesdm ing,in WeBCS11-03,
Medd be used in conjunction am the architectural plans during indaN4an.
2.Business
No7yis 4745 Sudan Pals,name medby Jai Apex Tecamem Islnc.,Floods 24-N'821. FbnaleEngineer
Buanaa No.759-4745SUXan Pal Court Suite 402 Jxksonllle.FL 32224.90662L5200 gpEX
MiNael G Kmlal Jeffrey P Annual Derek B Me.,
PE N0.60039 PEW 59544 PE No.71457
` 39211THSTREET PIY:1 SEON:20 N )421 SY42
39211TH STREET ATIAN]IC BEACH,FL 32233 Ory:6 FROM: DRY"
FO] W91:]841ba I ... 1MW14
g'
2
8.8 _
TM
=3x3
11111(3 =4513) H1Y(3 wev =47(581 11105
T M F T /11
4 122
1 1 m101•2
=3X6 =4X5
K J I
=3
13'61 j
Leading Cr6nb IWO Wlnd Cg a ' $—Crlblan'airciPSF) DS SICMrt ♦Maximum Raacdws(IM)
TCif 40.LXI Wind w: NA Pg:NA CLNA CAT:NA Pp0elbchnin bctJEvll lM lu R IU IRS IRB IRL IW
TCDL 10.00 Speak:NA mph PINK Ce:NA VERT(U): 0.182D WS 380 L 739 I- I- I- 1- 15.5
BCLL: 0.00 Entlowb:NA L.W Ca:NA VERT(TL): 0.253 D 625 240 G 735 I- I- I- I- I3o
SCDL'. 5.00 CaterI NA S.Duration:NA HORZ(LL): 0.023 B - L Min BM V]gth Req a 1.5
Des Lm 55.00 . EXP:NA ORZ(Tq:boas B - - G Min Big Wimh Req= 15 -
NCBCLL:10.00 Men Hggh,:NAI Codalmwc Cdbda Creep Facia:1.5 Bearings L&G are a rigid such¢.
SORB: aw TCDL:NA per Saw COde:FBC W10 RES Mn TCCSI: 0535
LOad Diagram:IN BCDL:NA per TPI SM:2001 Max SC CSI: 0582 Maximum Top Chord Forces Per Ply III
Smarg:240" MWFRS PargrN Dirt NA Rep Factors Used:Yes Mak Web CSI:0421 Chards Tens.Comp, ChcMs Tena. Cam,
C&C Dig x NAI FTW:12(0600) Mfg Speated Cambn A.B 1 0 E-F 49 0
1:his GCI:NA Plate Type(sb B-C 0-1913 F-G 24 0
Wind DUMion'NK WAVE NEW V.14.02.03.0)9.20 C-D 0-1913 G-H 0 0
Lum04a Additional Nobs D-E 0-t939
Value Be:13B(EBeeiw WIMO131 .2x6 commicam smngbam.See deal Maximum But Chard Forces Par Pty Bbe7
Top chord 4 2 SP M STRBRIBRO211 for leading and bridging
9chord<x2SP42 reconfifinernations Chards Tens Comp. Chorda Tem. Coma
Webs 4x2 SP#3 Two mug to installed as shown who by shad up. L-K 1240 0 J-I 1359 0
Lumber value bet"13B"uses design values morning The overall height M thla Sure excluding overhang is K-J 1961 0
1130/2013 by ALSC 1-4-0.
Plate SMO TableMaximum Web Forces Per Ply(IM1
JT Pleb Labral Chord JT Plate Labral Chord Witter Tne.Cenp. Web Tene. Comp
No Se Shit Gita No Siu Shia Bite M-L 0 -10 K-D 0 -55
131 4X5 2J5L 125 191 0X5 3008 135 A-L 0 -1f8 O-J 0 -M
L-B 0-199 J-E W 0
Pamirs S-K ]M 0 E-1 0 -1521
In lieu of structural panels or rigid railing use Wdbs C-K 0 -29 G-1 660 D
So laterally brarW c lmow=:
Chord 6paOMgJ(inin ic)a) 501
TC 24 0]33 13,42 1342
Be 120 mm, 1313
Shar
Apps'OC un to any groNs emse S o w fillers
g z4•oc unless shorn aher.,iae avow.
End Vertical Aclachmenl
Atom ndtMd and wt4 Jls)b next end vemctl
using(3)at,100 box Or to 12090"miml gun nails
bmgn wide late or(3)im,1-1IT leg 19-Gage 1'
was Imimmum)Croom slimes on each narrow rare.
NOTES:
1.Thisdraatyisrotaulfiantalonek ingMation. AWtional instructions accompanying INS buss rowing,inaude BCS'1-03,
animal be used in mryuMion Min the armhextural Plans during installation.
2 Apex TechndoW is a fimY us name owned Ly Jax Apex Technelogy Inc.,Florida Corporation. Florida Emiineer
Business Na.]54]-4]45 Simon Park Court,Suite 402.JacksomilM.FL 32224-9a 821 52M APEX
Michael G KozlwsM JeM PArneson Derek B Murray
PE N0.00939 PE No.58564 PE No.]145]
39211THMEU PIYt SEON:20nin/T60ISY42
39211TH STREET ATLANTIC BEACH,FL 32233 Ory: 3 FROM: DRW:
FOB W91:Ba Olbs / ... 10/09/14
F �—I "�
=3X3
IIIt�f3 =JX8 016(3 =�(3 111�t3 atigy8G 119X1
T „` o n•2"2
1 �I 10'1"2
id,
1111X3 =3X4 _4X5
M L K J
A 14'6"0
LeadinS Cri alJad Wind Cribris Snow Grasps libut lm uspi 11tall CXbsM A WMmum Reactions llEs)
TOLL: 40.00 WIM Std: NA Pg:NA Ct NA CAT:W PPDs on in loclltle0 LIl Loc R IU runs IRh /RL /W
TCDL: 10.00 Speed NA mph Pb NA Ce:HA VERT(LL): O.MD 780 300 N Tod /- l- I- I- /5.5
BCU OW Endiswre,NA Lu:NA Cecilia, VERT(R): 0349D 407 240 H 790 /-
Dea SAO UP:
S.Duration:NA HOFC( ): O.W2B - - N Min Bim Width Rep= ,3
- ,CBCL toot) EXP:NA CreepFL):OOB5 - - H Min Bon;Aar Rod= 1.5
Soft :10.00 Mean H A,pa M4 fl CodBldg I rd: BCCuln Creep CSI 1.5 BeadngS N 8 H ere a rigid notice.
SOMI: 000 TCDL NA Pat Barged. 200BD 20f0 RES Mex TC CSI 0,710
,.wCng 24.0- BCDRSpayai TPI Fd 20W Mm BCCSI: 095] Maximum Top Chord Forces Chords Tem.Ply )
Spaprg:26.0" MWFRS Parallel Dip:NA Rep Fe pas UOed:Yo Mar Web CSI:0.6s Chorda Tane.Com0 E-FTem. Comp,
C&CDIMWNAft
GCi FPRT:I3IOXID(0) Mfg Specified!Cambs[ A-B 1 0 E-F Il -2}a
I:NA GCp:NA PUN Type(al: B-C 0-2150 F-G 51 0
NSM Duefian:NA WAVE VIEWVer,14.02.03A9.20 C-D 0-2150 G-H 20 0
Lumbi D-E 0-2II1 H-I 0 0
Value Set:13B IE6ecli xi 6X4013)
Top Mord 4x2 SP g2 Maximum 190,Chund Forcea Per Ply(Had)
Bot Mad 4x2 SP 02 CMrds TeneComp, CMrda Tens. Comp.
Weba 4x2 SP as
N-M 13%ME 0 L-K 2221 0
11WW3by sp"13B'uuatlesign values approve] M-L 2225 0 K-J 1492 0
113012013 Ey ALSO
Purlins Maximum vest,Faired Pan,PN(to$)
In lieu of slructurel Rome or rigid ceifim.puthus Wear Tens.Cord, Webs, Tena. Comp.
to Warrant brace Mantis ea follows: O-N 0 -10 D-L 31 -130
CMM Spa ,Mmm) State) EM(fl) A-N 0 -,m E-K 0 -2
TC 24 0,13 1442 N-B 0-,506 K-F 020 0
BC 120 013 14.12 B-M 060 D F-J 0 -1011
Apply parms m my Mohs share or btlow fillers C-M 0 -290 H-J ]10 0
M 24"OC unless Mown olhamim aMre.
M-D 16 -353
End Vertical MMchmelrt
AXeM notched end wricie(s)to near and esNcp
using(3)qty,10d box or(0120"x3"min)gun nails
through wide Tmx or(3)qty 1-ir2"Ieg lg- eW 1"
wide(minimum)Cimum amFles on each narrow Ta¢.
AtltlMonal Nous
e 2x6 continuous Armgbach.See tlNal
SMBRISM211 for brming and bridging
Tudor muUstM be
mW installed as ahewn with mp chord up.
The orem height of this Man excluding overhang is
1-4-D
NOTES:
L This dr&wing is not suffi taloneTor imialWbon. Additional inductions avamusing this trues tlrmon ,include SCSI 1-03,
shoWtl be used in wnrymplon with the arM umi Plaids during IIn�SMM4on.
2 A Tec No ]o54]-4]is a ctrious 453u riame PeU Gwd3uila 4by Jax 02 Twonn lle.Inc 3FF222489Mtinuum Home Engineer
APEX
PENo UKOLaxaki JeffireyPG
5864a n Derek 7107
PE Na.80039 PE No.585M PE No.)1/5)
39211THSTREU Ply:1 SEGN:21141/T22I SY42
39211TH STREET ATLANTIC BEACH,FL 322M at, 1 FROM: DRW:
F0S W91,Sao IW I ... 1W05r14
8' I Y2"6 147"
8' 1'2"8 5'4"8
_. F�Z6"�
(7YP)
1112X4[7] =6X8 1114X5 =4X4 1114X5 =8X10 1112X4[11]
A B C D E F G
T [.ate._ N 4N
0
1
10-1"2
=3X6[5] 1111X3 =4X5
L K J 4X8
147"
Lwai"CMerta trap Wena Coamla Snow CMapa foam In Pas) Da MCHlarls A Mapmum Reactions(M)
TCLL 40.00 Wind SM: NA Pg:W CI:NA WT:NA PP DedadixW IDCIJ0e0 List Loc R /U /Rw. /Rb IRL IW
TCDL: 10.00 Speed NA mph Pf:NA Ca:NA VERTLI-y 0.283 D 630 390 M 1029 I- I- I- I- 15.5
BOLL: 0.00 EMceers NA Lu.NA Ca:NA VERT(T-): 0430 D 393 NO 16W I- I- I- I- 13.5
BCDL: 5.00 Category:NP, Sen,Duration:NA HORZ(LL): 0.038 1 - - M Min Big Width Req s 1.5
Des Ld 5500 UP hut, - - HORZ(TL):0.0591 - - 1 Min Brg Wgm Rem= 15 -
NCBCUL 10.00 Man Height:NA it Cade I MMC Chair Crap Fackc IS Buildings M B l are a rigitl surface.
SGML 000 TCDL'.NA par Bldg Code:FBC 2010 RES Max TC CSI: 0.822
Long!Dumb..TOO SCOL:NA pat TPI Rd 2007 Max BCCSI: 0074Maximum Top Chord Forces Per Py OWI
Shang:24.0" MWFRParallelS Parallel Ous:NA Rep Facies Useda YMax Web CSI:0.'00 CMN. Terrs.Comp, Clown Tem. Comp.
CBC Dig e:NAfl FTIRT:12(oY1D(0) Mfg SpeGtied Cambm: A-B D -41 D-E 0 -3111
LNA GCpi'.NA Plate Type(q: B-C 0-3304 E-F 0 -3176
WIN Duration:NA WAVE VIEW V.14.02.03.0717.20 C-0 0-33M F-G 0 -BB
Lumber Cumber
Value Set:13B(Egect.611=13) Max JTVERTDEFL:LL:0,2 DL:0.18'.Saidgati Maximum Bot Chad Forces Par Py(IW)
Top chord 4#SPM-30:T24x25P a2: OEFLCAMB00131ar camberremmmendefiaba. Chards Tens.Comp. Chorda True.Camp.
BG chortl 4x2 SP W30 Roofs inmrporaling ibex true require consideration for M-L 19@ 0 K-J 39N 0
Webs 4.2 SP NO Poniin9 cam,by Building Daemon L-K 3905 o J-1 2139 0
Lumber vgue ael"13B"uses design values appoved End Vegkal Attachment
11302013 by ALSC Maximum Web Forces Par Py 6W)
Aaech notchetl acts,or(0(1 to nem end wNcat
Special Loads umghvedcity.iDd or(3)
O01-10'beg 16-Gages
Wage Tma.Canp. WeW Teiu. Comp.
—Lumber Dur.Fea=1.00 I Plate Our Fac.100 tgxmwinnum)Cor(3)Styeg an
hands, 1' N-M 155 0 D-K 60 -54
TC-Frown 1WpMg 0.1310100 FH a1 039 wide(rHnimumlCmhn sWpla an each rertax lex.
A-M 0 -R2 E-J 0 -505
TGFrcm SOpffirt 6.2Bto 50pfal 14.26 AdditionalNoneM-B D-A70 J-F 1414 6
BL Fran 10 p1N OD010 10pirm 0.29 B-L 15N D F-1 0 -2918
BG From .L B.M iO 29.12 1456 SMBRI continuous ndbmSea gi it C-L 0 -209 G-I D -769
TC 3451ECmc.Lxtlat 829.1029,1229,11'9 STRBRIandium for bm9ngaN bp4ginp
momementletions L-O 1 -1198 I-H 329 0
Plate Shia Table Truss mug be installed as shorn with top chord up.
JT Rare LMag CMN R Plane Laleml CMNTheo mdl height M this buss igouding overhang
N0 Size Shift Bite No Size Shift Bite 1-4A.
111 2x4 S 250 (5) 3x3 4,00 L 125
(n1 2x4 S 25D
Penne
In Ila d gimturat panels or rigid riling use pons
W illgaly Gar chortle as haloes:
CMN Spgingmoco Stan(fi) ExIft)
TC 24 0.13 1431
BC 120 013 1421
Appy purlins W any chords above or bemv colon
m 24'OC unless shorn omermse shove.
NOTES:
1.This dmnng is not suf crem alone W installation. Adtli4anal instructions accompanying this mare dravirg,inbude SCSI 1-03.
ahculd be used in conrymti0n with the arGdeclural plana during summation.
2 B�inaeconcl547-4'65Su11on name
o Corny Jax AMKTQnicollor IFL J 2224 Floods cumin 00 Florida Engineer
APEX
Michael G highness Jeorey P Amason Derek B Murray ®"
PE No.60839 PEW.65517 PE No.71457
39211THSTREET Ply 1 SEON:200421 T33 I SYl
39211TH STREET ATLANTIC BEACH,FL 32233 Dty:2 FROM: DM.
F10 W0:50.41. I ... IMW14
5'3" 5'9"F 8'8"
1 5'3" '�-'8"8 710;,8
1 2'8"--{
(TYP)
=3X4
11111X3 =3)(4 1117X3 D 11111X3
6 C o>r
F O3.
Io
110'1 2
3X4 =3X3 H
J 1 1111X3 =4X5
LoaNp CdMrb(md7 Wnd CrBeda Snow Crkerap,xRopso Del Cdt6ria ♦Maximum Reactions 0.)
TCLL: 4000 W.Std NA Pg:NA CI:NA CAT:NA PP Ddkdlan In Im Udes LXl Loo IU /Rw /Rh /RL 1W
TCDL: 10.00 Speed:NA mph Ph NA GENA VERT(LL): 0.0%C 999 350 J 453 /- I- I-
/ /
BC11 000 ElMasuleaU Lu:NA C.:NA VERT(TL): 0091 C 999 240G 470 /- 1 /
BOOL 500 Calory,NA SS.Duston:NA HORZ(LL):0000 8 - - J Min B,WAM Req . 15.5
Des LLL 55.00 EXP:NA HORZ(Xy 0.015 8 - - G Min BngWidth Rml= 1.5 - -
NCBCLL:10.00 Mean Heigh:INA ft Cpds/Mlea Cdtl Creep Fad¢1.5 Bwrtp G is a ngrd manse.
SOMI: 000 TCDL:NA pst Bldg Code:FSC 2010 RES Max TCCSI: OS30
Lued Duration:I'm BCDL:NA pal TPI Sid 2007 Mm BCCSI: 0.470 Maximum Tap Chord Forsake Per Ply(11m)
Spsdp:24.0" MWFRS Parties Dist NA RW Factors Used:Yes Max Web CSI:0.234 Chorda Tena Comp. Chards Ters. Comp,
C&CDesa:NAs FrART:12(oy10(0) Mfg SpetlOen Camber. A.B 0 a C-0 0 -781
1:NA WIN:NA Rtie Type(.): B-C 0 -760 D-E 1 a
Wind anEon:NA WAVE VIEWV,.14.0205071720
Lumber Maximum Bat Chord Forces Par Ply(Ws)
Value Set 13B(EOedim 61112013) Cxard. Tens Camp Cxards Tena Camp.
Tp dural 42 5P s2 J-1 729 D H-G 758 0
Bal dwd 4x2 SP M2 I-H 761 0
Webs 4,2 SP p3
Lumber value ant'139 uses design values appoved Maximum Web Faces Per Ply(Ileal
1/3WMI3 by ALSC Webs Tens Comp, We. To.. Comp.
Parti. A-J 0 -fat H-D 1W -33
In feu d structures mantis.,rigid ceiling usepudins J-B 0 -82 D-G 0 -043
b Mlenlly box cllaMs aaldlawS: B-1 165 -0 E-G 0 -110
Chord Spartnism.) Stalls) EM@) I-C 0 -17 G-F 0 -10
TC 24 -0.13 029
BC 101 -0 3 529
Apply p alio.m a,dams exam a below filaria
ad 2V OCunless dwxn othervntt exams.
Hanga3l Ties
(J)Harper Support Required,by others
End Var lAssesment
Attach ndcted and m fleake)W nem end mrliaal
sing(3)g 10a.xa,(DA2rxWmin)gun.ils
the ugh wale fax erl3)qty.t-1/2'"16-Gona l'
Wide(minimum)Crown"Its an each narrow face.
Additional Name
Truss must be IndYled as shown with lop Uerd up.
TM owsmI hegM of this I.avdud.,overhang iS
1+0.
xDTEs:
1.This doxerr;is rd a,Mdem shone for installation Additional serrations aommamprig this rvss droving.iidude BCS11-03,
shout be used in mnfurc.n Min the aMllectem plebe during installation.
2.Apex Technology is a fidenouS name owned by Jar Apex TechnlWy Inc,Funds Corporation FMnda Engineer
Business No,750-4745 Simon Park Court,Sdro 402.Jacksonville,FL 32224-904.921.5200 APEX
tech lG KotlOwsN Jeffrey PAnn.— Derek B Murray ®'
PE No.60039 PE W.505. PE No.71457
39211THSTREETFIY:1 SEON:20844/T32I SY<2
39211TH STREET ATIAWIC BEACH,FL 32233 Ory:4 FROM: DRW:
F11 WBC T1.8Ibe I .. 1Q'0&14
Y11"12 12'8"12
"12 2'9'
(2G")
(TMP)
=3%3[6]
HAI X3 =�l(4 ITS D file3 =V3 11 IF
T
1 10'1"2
=3X4 =3X3 K 111%3 =3X3
M L 111X3 i3X3I7] I H
r8'6"4 4781
12'8"12
Loading CAWda(p0 Wind CrRerfa Snm Cdtwia(Fa.a a Pen D mCMarfa A Maximum Reactions(III
TOLL 4000 Was!Bid NA P9:NA Ct NA WT:W PP DMvalm in Ionl-ARA I-AN Lm R IU /Rw IRR IOL IW
TOOL: 1000 Spell:NA mph Pb NA Ce:NA VERT(LL) 0.054C 999 380 M 504 /- I- I-
SCI1: 000 Enclosure:NA Lu:NA Ca:NA VERT(TL)'. 0.089 C 999 240 J 573 1- l-
8004 5.00 Cetepvy:NA Shaw Duman:NA HORZILLI'. 0.011 H - - H 345 I- l- 1- 1- 1-
Dea1dt 5500 EI(P:NA -HORZITL)'. 0.017 H - - M -Min Bq WMh Ran= -
NCBCLL:10.00 Mean Heigh:NAR Cog,IMe CrIMga Cmep Factor 15 J Min Bq WMh Reg= 1.5
SOMI: 000 TCDL:NA psi BMg Cade: FBC M10 RES MaxTC CSI: 0508 H Min Bq Width Reg= -
Load Dumtlan:IN SCOL:NO,pal TPI SIE:2007 Mat BC CSI'. 0.470 Bearing J is a ngial surface.
Spading:2L0" MNFRS Parallel One N4 Rep Factors Used:Yes Mas Web CSI:0250 Maximum Top Chains Portae Per PIyQW)
CBC Dista:MAR
NA PlPTmr:+z(e%+qct) Mlg Spetifietl Cambm. Chaos TmsCanp. Cheeks Tena. Comp.
Wrut
I: as GCpi'.Duration:
Na, ea Tylie(a):
WAVE VIEW Ver.14.02.03.0117,20 A-B 0 0 o-E 0 -434
Lumber Additional Notes B-C 0 -939 E-F 0 -441
C-0 0 -941 F-G 0 0
Value Sm:13B(EReaiw 6I1I2013) San tletel STRBRIBR0211 Mrbrodmg all bnkgiig
Tap about 02 SP e2 recommendarim, Maximum Bol Chard Forces Per Ply Ilea)
BadhWd #SPa2 Pmmtle br mmplee tlroinagearaa. Charge Teoa.Com, Chouts Tena,Camp.
WeM4#SP fp Tmusa must be Nslalletl es sbmvn wiN topchaM up_
Lumbervaluesel"13B-candesgnudgme. pmvM TbeovmallhdghtofihistmsexdWingo Mangis M-L 818 0 J-I 01 0
V30/2013 by ALSO 1-4A L-K 941 0 -H 442 0
K-J 90 0
PlHe ghlR Taele
JT Plate lateral Chad JT Plata Leerel CMN Maximum Web Forces Per Pty(1ee)
No She Stip She No Size Shia She Webs Tes.Cem, Webs Tap.Comp.
I61 3X3 125L 1.25 [7) US 125R 125
A-M 0 -103 D-J 0 -719
Purlins M-B 0 -901 J-E 0 -236
In lieu of structural penes or ngWoiling aro WEme B-L +88 0 1-F 59 -Z1
to geetally bra®Chute as Mims: L-C 76 -40 F-H 0 -486
Chad Sptromainm) Steri EM(8) K-D 52 -Zr G-H 0 -121
TO 24 O.W 12.73
SO 40 0.00 1873
Applypuninstoanyc se orbN fillem
at 24'DC unless shown aMrvdae abgse.
Hangers l Ties
Whom
(J)Hanger Support Required JHaner Support Reuirical M olhea
Ni
1.TMsda mgis Wf dM alonefaint lation. AdtlNonal instructions accompanying this man drawing.include SCSI 1-03.
should be used in cmjunaionwilh tM areiilectae plans during installation.
2.Apex Technology is a fitNi us name maned by Jai Apex Tecludogy Inc.Heide Compoiaim. Fbritla Erginex
Business No.7547-4745 Susan Park Court.Suite 402.Jacksonville,FL 32224 Sol 821,6200 APEX
Michael G KOLmeN JMrey P Amason DaekDMunsy
PE No.60839 PE Na.58544 PE No.71457
39211THSTREETPly'.1 SW N:20840/TW ISY42
39211 TH STREET ATLANTIC BEACH,FL 32233 Dyd FROM: ORW:
F12 WgI:BLQ Me I ... 10/09/14
8'
15149'1114
2.6"
(TYP)
1111(3 =jX6 11f(3 =—ff3 19?3 --vS flip
T �- M
1 101"2
ama 1111X3 =3X4191 =4X5
:318 K J I H
1 15.2"14
LoadbM CrNard lmm WMICrBarla Snow Creedanix PSF) DeRICSI Climate A Madinum Senegaa(IW)
TCU: 4000 W91M SIG NA Pg:NA Ct Nit CAT: PP Was.in locum LK Loc R 110 ties I Rh I RL 1W
TOOL 10.0 Speed:NA mob Pi NA Ce:NA VERT(-q: 0.275 ) 851 350 L 839 1- l- I- I- 15.5
BOIL O.0 Erdisure NA La,NA Cs M VERT(TL): 0,468 J 364 NO H 82/ I- I- I- I- 1-
BCDL 5.00 Omahas,NA Scow Ourmion:NA HORZ(LQ; 0.038 B - - L Min Big WMM Req a 1.5
ON LA: 55.00 F 'NA HORZ(TI-y 0.089 B - - H Min Brg We1ft Reda_-.
NCOCU-10.00 Mean Height:NAS Duda/Mmc CrMrM Creep Fader i5 peened L is a Mind suNece.
SdM: O.0 TOOL:MA par Bldg Cola FBC 2010 RES Mai TC CSI: 0.550
Lead Dominion 1.00 &COL NA Pal TPI SIG 2007 Mai BC CSI: 0.784 Maximum Top Chard Fomes Per Py(Ibe)
Spacing:24.0Mini Paellel Did:NA Rep Fadam Used:Yea Mev Web CSI:0.500 CbeNa TeNsComp. Chad* Tata. Comp.
C4CDIMa NAB FT04T:12(ONigO) Mfg Stunted Camber. A.B 1 0 D-E 0 -2151
I:M Win:NA Rude Typend B-C 0-255 E-F 0 -2494
Wind Duration:NA WAVE VIEW Ver U.M.D00717,20 IC-D 0-2355 F-G 0 0
Lumber End Verdkal AGaclanent
Value Set:136 Effective WIPHO13) Attach mdohetl end vMiul(s)e rent end wNwl MWmum Bet CM1ortl Parcae Par Py(Rq
Top chard 4x2 SP M-30 uerg(3)gy.IM box or(0.12013'Min)gun nails Chortle TenaCanp, CMOs Tena, Camp.
Bot tliord 02 SP M-30 Nrcughwicemcear(3)gy.1-1/7Ieg18-Gepel' L-K 1418 0 J-1 2151 D
We w4x2 SP O3 anti.(midmum)Crown eagea on each i erav lace.
K-J 2458 0 I-H 1514 0
LumMvMues "13B'uaeadepn Wuesaplx W AddMpnal Nates
113012013 by ALSO a 2x8 congruous drongbarh,See dome Maximum Web Forces Per Py IN)
Plate SbiRTable STRBRIBRO211 for bracing and bringing Webs Tem,Comp. West Tem, Camp.
ff recommendations
No Siwe Late.Shift CB� No Sff ure Lateral Shift CBil.-T �mmlbeindalledaz mnMlh"&.dup. q_L 0 -10 O-1 32 -139
L D -109 0 -331
191 3X4 135E 125 The ovsrell M1dgM dthis truss excluding washing,washing, I-F is L-B 0-1810 1051 0
Purina 1i-O" B-K iW2 0 F-F-H 0 -1110
C-K D -3N G-H D -fld
In Beady Nance,oodebwngM millrg use purlins K-D i5B -453
tolaterallybmmdg(in.) follows
Chord Spacing(in aq SLI 1524
TO
24 0.25 15 M
B 120 025 1524
Applyy purlins to unless
chordsoberns above blow(Vera
al zd-or.unless anawnwn dae abase.
Hadden Inn
(J)Hanger Sateen Required,by oilers
Camber
Mas JT VERT DEAL:LL:0"DL 022",See dated
DERCAMBU13 for comber recommendations
NOTES:
1.Thisdn ndlanutsuN tNeneforimlallmon. AddNmainsW imseccp nyindthistwssdr idg.indWe BC$11-03,
should be used in conjunction with Ne amnDMuml plana dumg installation.
2,Apex Tmhndegy is a ficlitious name awned by he Arco TechnchoW Inc.,%due Command, Florida Engineer
Business No 7547-4745 Sntlon Perk Court,Suee 402,Jackson idle,FL 32224-goal.821.52M APEX
Michael G Kadowed JOW P AM. Oenk B Murray
PEW 81139 PEW 58544 PEN. 71457
39211THSTREET Ply 1 $EDN:208381 Tag I V42
39211TH STREET ATLANTIC BEACH,FL 322M at, 1 FROM: DRW:
F13 vi M.OIW I ... 19'00014
8' 81 P8 15'5.14 _
T 8' 1'11"6 I 5'6'8
2'8'—
(TYP)
=3X3
111(3 m3AJ(0 111PX3 V3 IKP(3 Ask PIS 014H1
T
mom— O 1.2.2
1 �t0.1.2
=3X9 91%3 =31(4(9) =6X5
M L K J
15'514
1-na0lrg CMerla(w0 Wind CHISnow Creerla(PamePeFl DeMCSICdeM AMWmum Reac0on.(bs)
TCLL: 40.00 WM Std: NA Pg:NA Ct NA CAT: Ins,VMO
PP Defection in loLAS Leo R IU IRB /Rh /RL /W
TCOL 10.00 Speed NA mph PL NA Ce:NA VERT(LL): 0.308 L 629 360 N 848 I- I- 1- Jr. 15.5
BC11 000 EaJOaum:NA Lu:NA Cs:NA VERT(TL): 0473L 383 241 H 842 1- I- 1- l- 10.0
BCDL 500 Cenci NA S.Drimiil NA HORZ(LL): ONO IS - - N Min Bol Wmn Req= 1.6
Des Ld. 55.00 EXP:NA ORZTQ:099IS - - H Min Bol Wirth Req= 1,5
NCBCLL 10.00 Mean Negro:NAB COM/Mlsc CriNde Craep Fades:1.5 Bearing.N B H are a night surface.
S0lls 0.00 TCDL:NA put BIdg COM:FBC2010RES Mas TC CSI: 0.554
Load Dumtion:100 BCDL:NA psf TPI SM: SON Ma BC CSI: 0.774 Maximum Top CMM Fomes Per Py(Ib.)
Spacing:24p• MW FRS Parallel Din:NA Rep Factps Used:Year, Max Web CSI:0.500 CMM. TenaCom, Chards Tees.Camp.
CBCDista:NAN FTRT'.12(0X10(0) Mfg Stressed Cambs A.B 1 0 E-F 0 -2181
I:NA GOpi:NA Plate Typing): B-O 0-2192 F-G 53 0
Wind Duration'.NA WAVE VIEW Ver 14.02.03.071]20 C-D 0-2382 G-H S 0
Lumber Additional Nolas 0-E 0-259 H-1 0 0
Value Set:13B(EBedive 6`112013) +2x9 conlinu0 is sirangi See panel Maximum Bel Chord Forty.Per Py Beal
Top chord 4x2 SP M-30 Ill U2 Wd2: STRBRIBRO211 as hadng and bridging
Bel chord 4x2 SP Ml AiNsomersharong Chard. Tem Comp. Chard. Terve. Com,
Webe4X2SPd3 PosixeforcOmgdedraimagedmOf N-M 1451 0 L-K 259 0
Wmbervalue sent'131y uses design values appraYsd Time must be Installed As Appear"Ir lop dlord up M-L NIB 0 K-J 1613 0
11302013 by ALSC The overall height of this truss vtlutling Overhang is
Plat SKMTable 1-4-0. Maximum Web Feel Per Py(Ibe)
JT Plate lateral Chord JT Plate Lateral Chord Webs Tone.COmp. Webs Tan.. Comp.
No She Ship BM No ON Ship Bra O-N 0 -10 D-L 35 -138
191 3X4 125L 1.25 A-N 0 -109 E-K 0 -312
N-B 0-1825 K-F 1013 0
Pi B-M 1016 0 F-J 0 -1807
In lieu d anudural Panels or rigd mling use purgers C-M 0 -322 H-J 711 0
iolaterallybracedwrMasfdlows: M-D 144 -an
Chard Smi iodin oc) Startlft) EMIM1)
TC 24 0.13 15.36
BC 120 0.13 15.07
ApOypudlmmanyd sab0ve0r Wmfillers
M 24'OC unless MO.vn Nhess ee above.
Camber
Max JT VERT Di LL:0.29'DL 027.See dead
CEFLCAMBO8131o1 ramMrecommmMations.
End Vertical AWchmenl
Adorn morel end ver4 arm)to nerd end vertical
using(3)qty.IN Mx or(0.12BNrmin)gun nails
stockish coke face or(3)qy.1-11leg 16Gage 1-
wdepro um)Croon shl on earn narrow faro.
NOTES:
1.The drnny is not sufident alone for installation. Addimoral inslrvdi0ns eroemia yin9 the turas dravdng,induM BC51 1-03,
should be used in conjunction with the archuedural plane during installation.
2.Apex TechrMOgy is a bidders name mend by Jax Apex Techn lo,y Inc.,Florida Corp0rati0n. Florida Engineer
Business No 7547 4745 Sides Park Cour,Suite 402,Jacksonville,FL=24-9w 92152M APEX
MiUael G Koximarm Jeflmy PAmeson Derek Murray
PE N0.60039 PE N0.58564 PE No.71457
39211THSTREEF P""
SEON:20081 TM/SY42
39211TH STREET ATLANTIC BEACH.FL 32233 Ory: t FROM: DRW:
F14 Wg1:62.61ba I ... 10/09114
8 10'3"14 75'8"8
2'3"74 I 5'4"8 "I
(TYP)
81x(3 =�(8 8X3 =-61(3 II?X4 =_3l(8 IlgX3
T I.a�_ N I
F 1{
6
1 10'1"2
�3XB 1111X3 =4X5
3X8
15'8'5
LOWIng Cdbda(M VAnd Cd g Srhow Cdbrie(PRHln P9F) Dart Cdtade 4 Maximum Reactions jibs)
TCLL: 40.00 WIM Sid NA Pg:NA CL NA CAT:W PP DefMctlOn in Ne Ude8 t/A 1-bo R 'U I Rw I Rh I RL /W
TCU: 1000 Speed NA mph PB NA Ce:NA VEBT(LL): 0293K 621 360 M Ml I- I- I. I- 15.5
BOLL: 0.00 EaioNrre:NA L. NA Cs:NA VERT(TL): 0.516 K 353 243 1 851 I-
I- I- I- 15.5
De.L: 800 UP NA:NA Sow Dhuetion:NA HORZ(LL): 0000 B - - M Min B9 Wdt h Req a 1.5
-- - Das C 85.00 EXP:NA HDmen Fact r..0]40 - - Min Bq I am Req= 1,5
Soffit 10.00 Mean Heigh:NA It CodMcg
Coda: FBC201 Creep Fedor.l.5 BmnngsMSleoengM wdara.
Soffit 000 TCDL NA pd TPI et:200802010 RES Mex TCCSI: 0538
Speeh,24,n:1.00 MWF NA Ing TPI Set:2007 Max BCCSI: 0.600 Maximum TTop Chord Fortes Per Pry Bb d,)
Spad1M:24.0" MWFRS Pettlltl atl:NA Rap Factum Uwd:Yee Mex Web CSI:0642 CM1ade Tene.Camp. CMNa Tera. Comp.
CBC Did*:NAB FTIRT:12(OV10(0) Mfg Specified cambx A-B 1 0 D-E 0 -2502
1:NA GCpl:NA Plate Typga): B-C 0-2405 E-F 0 -2483
W hot Duration:NA WAVE VIEW Ver,1402.03.0]1]20 C-D 0-2405 F-G 1 0
Lumber Additional Noted,
Value SH:136 EffectiVe 6/112013) i 2x6 continuous tlrmgback Bee deed =rn Bpt Ohprd F.Per%yjlbd,)
Top chord 4x2 SP Mal STRBRIBRO211 for bred]ad budging DhoMs Tem.Comp. Ctoras Tens. Com,
Btctrortl 44 SP M-31 rerammendatiare M-L 14T2 0 K-J 3(2 0
Webs 4x]SP R9 shoves for complete dmine ea mid
9 L-K 2501 0 J-I 14]8 0
' Lumbmvtlue Of'13B'uses desgn vBluee approved Twsmust be installed as shown with top ctwE up.
V30I2013 by ALSO TM1eowrall height&this lassexduding paddling is Madmlm Wells F.Per PN(tba)
Pudltm 1'40- Webs Tem,Comp. Webs Tem,Canp.
In lieu M structural panels or had belong use Purlins N-M 0 -10 D-K 29 -144
m lammlly bora ctads as lolbws: A-M 0 -109 E-J 0 -36]
Chad SpecingOnoc) Slau(fl) Em(fl) M-B 0468 J-F 118 0
TC 24 0.13 1532 B-L 1031 0 F-I 0 -1642
BC 120 0.13 1532 C-L 0 -331 G-1 0 -115
A N'OClunless shown othchords eb mshows or hades,fillers L-D 155 -474 -H 0 -lo
Camber
Max JT VERT DEFL:LL 0 29'DL 024".See dome
DEFLCAMBD813for wmberrecommendmions.
End Vertical Attachment
Atla9h ndched end werM1taljs)In next end vedle&
using(3)off 1M bah or(0.1M'X-non)gun new
though wide him or(3)qty 1-12"leg iBGage 1"
wide(minimum)crown stapes on each narrow,rare
NOTES:
I This doing is nal suFclem alone for installation, Additional instructions acormnyilq this lrvu dra ing.inGWe SCS11-03,
should be used In conjunction with me archremud plea dunng installation,
Z Apex Technology is a Robins nume owned or Jax Apex Technctagy Inc.,Florid Comonshon, Flonda Emanser
Business No.]54]-4]45 Seton Perk Court.Sure 402,Jacksonville,a 32224-904,621.5200 APEX
Michael G Koalosi Jellrey P Arneson Derek B Murray ®'
PE No.60039 PE No 50540 PE N0.]145]
39211THSTREET Ply 1 SE0N:111IT3111112
39211TH STREET ATLANTIC BEACH,FL 32233 On,2 FROM:CIL
F15 WA,gas As l ._ tao9/14
5'4"8 T9"14 70'6"34 1
f 5.4,6 2.5.6
1 2'6"
_. (TVP)
1111XA3 --3A4[31 IIPIX3 =ff4 1111X3
T � J C E
1 1011'2
-3X3 1117X3
39211THSTREET PIP2 SEON:21145/734/FLAT
39211TH STREET ATLANTIC BEACH,FL 32233 Oy: 1 FROM: ORW:
FW1 Wgt 179.2 We / _. .14
3'2"4 6'0"13 8'11"5 12'0"9 15'2"14
3'2"4 2108 2108 314
A 4X511] =48X8[51 1112 4 _-33X8 =3X8 [101 Fn7j2]
T
e
1 10'1'2
IL
39211THSTREETP1,2 $EDN:211431 T28/FLAT
39211TH STREET ATLANTICBEACH,FL 32233 Cq' 1 FROM. DRW:
FGO2 Wg1:170,8 lithe l ... IMW14
3'3'Y3 6'3" 9'S"G 12'5" 15'8••6
f 3'3"8 2'11•'10 3'2"6 I 711"10 +- 3'3'•6
A 5X5]1] =48X8]5] k1�4 Illy 4 =4X8] 101 =5X7]112]
T
j Drz
` =8K7(8 =4(816] --4X8[91 =SHJ(7111] 1114
NI4X4 2.9114 3'7'8 14 39'B 2'8"14 G
2'9"14 8'0"4 2 12'11"8 15'8"6as
Loading Collins IM WM Criteria Snow Criteria IN M.Pan DeNCSI Clients, A Maximum ReacOens(Ms)
TCLL 40M Wind ON: NA Pg:NA Cr Na CAT:NA PPDelkmimin bct/tl!I Idl La R IU IRw IM IRL IW
TCDL: 1000 Speed:NA MIN R:NA Ce'.NA VERT(LL): 0.267D 705380 L 25V I- I- I- I- 15.5
BCW 000 Encosure NA Lu:NA Ca:NA VERTQLp OASISD 412 251 G 3012 /- I- I- I- 15.5
BCDL: 5.00 CM40,NA Snow Durallon:NA HORZ(LL): 0.037 G - - L Min IN,Wde Req= 15
- Ds1.0 ON E%P:W HORZiTL):-0.OBIG - - - G._WnB,Wdm Rpm 1.5
NCBCLL:10X0 Meed Height NAR Coda l Mac CMatla Creep Recent 1.5 Bionngs L B G are a rigid surface.
SGML 0.00 TCDL NA pal Mg Code: FEC 2010 RES M=TC CSI: 0721
LCad DmeMn:1.00 BCDL:NA ps4 TPI Std:20M Miss BC CSI: Stir Maximum Top Chem Fomes Per Ply ION)
Spd%:240MWFRS Panels Dial NA Rep Factors Usual No Max Web CSI:0.819 Chords TomwCemp. Chance Tena.Carp.
CSC Dist a'.NAR FTR2T:3D(Oy10(0) Mfg Specked Camber A.B 0-2OTJ D-E 0 -515
1:Nit GCpi:NA Plate Type(sg B-C 0-5181 E-F 0 -3712
WIN Common N4 WAVE VIEW Ver.14.02.03.0717.20 C-0 D-56"4
Lumbar Pudins
Value Set:13B(ERetliw&12013) In lieu W slrvctuOl panels or rigid ruling u»Wriirm Maximum Bot CM1ar4 Follows Par Py pMi
Top chord 2x8 SP SS Dene to laterally brace chords as(dawn- CMN. Tena.Comp. CM1ads To.. Comp.
Bat chord 2x4 SP M-31 CMN Sparing(ma) Slan(RI EMBB L-K n 0 I-H 4299 0
Webs 2x6 SP 02:W2,We as SP M2: TC 24 ON 1570 K-J 31tg 0 H-G n 0
:WT 20 SP W92M SP M-30: BC 120 003 15.70
Apply pudin5 to any chords aMve 0r moose like J-I 551 0
Lumber whim sk'138'uses design values ispploecd at 2P'OC unless shown MMrvn»None
1I301M13 by ALSC The TC 0 this buss mall be bated wtlM1 WNMaximum Wab Face Per PWIIk)
Nallnoe spans at 24'OC In lieu of slmtlurol sheathing. Webs To.Cohn, Ward Tana. Co.,
Nail ScnNule:0.131'x3'.syn.ends Additional Noe. A-L 0.1234 D-I 0 -505
Top CMN:1 Rix @ e OP oc. A-K 3008 0 I-E 145 0
BCI CMNa Rom @12.017 on. Truss moat Ee lnslellM as sM1oxn wird iOp cM1W up. K-B 0-11M E-H 0 -134!
Webs :+Roes@1o.c. TM overall M1egM OItM1ISlrvuexdWing ovaM1eeq is B-J 2331 0 H-F 3544 0
Useadmispadngbelame ormakdsnggereu0a 1-40 J-C 0 -6g) F-G 0 -1485
n each row to awed egltli,q
8peclal Loads
--(Lumber Our Foc=1001 Mks DeSsic=+0D)
TGFmm 255 of at O.COt. MpIfm 15.70
BC-Frohn t0ka1 ON to 10(AN 1570
TC-1252 to Con,Load al 1070
Plate Shin Table
JT Peale LMeral Chord J< Rale Laleml Chord
NoSaw ShiftBite No Size Shift &e
i1i5x5 35OR 115 (s( ass S +.25
lei axe S t.0 [e1 axe S to
(10(
AN 5 1.25 1111 5x7 4.5OR 175
1121 5%7 2,75R 1.50
NOTES:
1.The diamond is not suR"em elate for insellalion. Additional instructions eco moko ing thi.leu.s drawing.include SCSI 1 03,
should ba used in mnfuncM1a Mh the mchiteaurol pans during installation.
2.Apex Technology is a Rdu iws name Owned by Jax Apse Technology In,Fronda ComOraeon. Flmtla Eytn er
Business No.7547-045 Sodom Pen,Court.Suite 402,Jacl s o nlle,FL 32224-90182152M APEX
Mutual G Kotlrooke JeRrey PAmesm Over 8 Murray
PE No,60839 PE No.59514 PE No.71451
39211THSTREET PIp2 SEON:200911 T95/FIAT
39211TH STREET ATLANTIC BEACH,FL 3833 Ory: 1 FROM: DRW:
FG03 Wg1:110.6 the l ... 10/04'14
A 1114X5111 aE6Y10(++) 1114X5[6
T
Li
1 10T'2
F E D
13X4 4'4"24'4"4 1114X4[#e)
♦ 4'4"2 6'6"6 7
Loeeing Credal 1p0 Wind Crimps Snow CrXxle(ft"ho Ply) DeMCSI
ca a h Maamlum Raadlons(Ibs)
TCLIL" 40.00 Wintl Std NA Pg:NA Cl:NA CAT:NA PP Debctiw in Ix Wan LM Lw R /U I Rw I M I RL fifty
TCDL: 1000 Speed:NA mph PI:NA Ce:NA VERT(UQ: 0055B 999300 F 14M I- I- I. I- 15.5
BCW 0.110 EMOsups NA Lu:NA Cs:NA VERT(TL): 0.1268 020 240 D 2293I-
BCDL 5.00 Cdegmy:NA Sow Duration:NA HO - I- I- l- 15.5
RZ(TL:0003 A - F Min B1 Wpm Req• 1.5
Deaf 55.00 P:NA HORCheap Fact 0.08 r+ISA - D Min F Da Rryi_1.5
Soffit 10O Mean,No Pa NA ft COOSI 6: critarl.BC201 Creep Fadoc l5 BwringaF 80areangid surface.
LOW 000 TCM:NA pal TPI Case: 7 2010 RES Ma TC CSI: 0.215
Laetl ng:24S:1.00 BWL:NA pd TPI Bad 200] Mal CBI: SSallaw MWmum Top all Forces Par Ply(.
Spednp:24.0" "FIRS Parallel Did:NA Rep Factors Used:Na MV Web CSI:0.858 DM1.NS Tans.Camp. Chard° Tem. Comp.
CBCDW.NAfl FTIRT:30(10V1IX0) Mtn Smorfied Cambr. A-B o-1879 B-C 0 -IM
L NA GCpr NA PW.Ty..pn:
Wind Duretlan:NA WAVE VIEW Ver.14.02.030717.20 Maxbnum Bol CMld Forces Per Ply(W)
Lumbar Purlins Chards Tme.COmp. Chea Tena. Camp.
Value Sm:1$B(Ene[WlaD13) In lieu of structural panels w rigid ailing use ryllins F-E 111 0 E-D to 0
Top Gard 2x6 SP SS Dene to laterally breve dioras as holders:
Bid chard 2x5 SP SSDense Chad Sp.dnggnpq Sol Ellin)
Weds 2.SPn2:WB 0442x4 SP e3: TC 24 000 0.70 MWmum Web Fall Par Ply(lbs)
Lumber value as 104 000 S70 Webs TeisComp. Web Tele.
1130/2013 by AL5C Comp.
Appy Purlins m any chards above or balsa,filkn C DM 0
.124.00 aril»e appear dM1emi»above. A-F 0 -6& E-
TbTCd »this sinal be booed with awaited A-E 1,104 0 C-D 0 -651
wildestsp.as ad 24-OC in lieu at aludura abalhing. B-E 0 -479
Nal Chart:IR vi @110 5' nails
Top CMN:1 Rax @10 25' AtldMonal Noma
Bd ay I Rax ..00- G Titus must be inalela]as shavn nilh Nord u .
Well 1 Rox @ hason iW p
Us.ssohalspaangbelwatiM. aha eleggOf nal° The overall hdgMdlM1lsfru»eMudiy ovMlang is
in earn rax to°rota apiniry. 1-4-0.
Spacial Loade
—lWmber Our Fac.=100 I Plate Dur.Fs.,I,W)
TGFmm 250pfd OW 250para B.]0
BC-From 5pn.l 0do to 5plot a]0
BO 83 lb Conc Load at 2.Of,4.06.4,63,6 63
BF 1278 On Com,Loaf at 720
sea,Noted,
I++l-Tints plate waka lar both joints...
I--I1 paeUl mature spMia positioning.Refer to
waled plate plat what,lar ap.al pm kms,
rtqusemenls.
Plate Shift Table
JT Plate Lateral Chard JT Plate Lateral Chord
No Sam Shin Bim No Size Shin Site
[1) 4X5 275R 1.75 (6) 4X5 ISO 1.75
NOTES:
1.This down,is ml suffaent alone lar insmlmlion. Additional imimpm»eccvmpanprig this trade droving,majude BCSI 1-03.
should be used in wnjundbn with IM amh0epural plana during installation.
2.Apex TechnobgyisalMiwsnameownedby Jm Apex Technology Inc.Florida Ca ration. Flans Engineer
Buanese W.]5q-4745 SWlan Park Coua,Suite 402,Aahsonville,FL 32224-9W.82152M APEX
Minix'G KceloWN Jaberme
PAsm Demk B Murry ®'
PE No.60639 PE Na.sew PE No.71457
39311THSTREET PIy:2 SEON:ZO875/T10l FIAT
39211TH STREET ATLANTIC BEACH.FL 32233 Oty: t FROM; DRU:
FW4 Wg1:61.41ba 1 ... 10 DL14
1114X4 =4X5[5]Pt
T -
10'1"2
D=3X3 C
5718 1112X4
5'7"8
Loatlln9 Cinemas loan wand CHMHaSnow CrRMa(tapI in Pit DSMCSI C1111111111AMuimum Reactions Pel) ^
TCLL: 4000 Wm Std; NA 4Z CL NA CAT:NA PPCmacikn In lac Udell LJY L¢ R IU litheIRh IRL IW
TCDL: 10.00 Speed NA mph PF.NA Ce:NA VERT(LL): 0.000A 909 360 D 12]01- /- I- /- I-
BC11: 000 Enrlowam:NA Lu:NA Cx NA VERT(TL): 0.001A 999 240 C 12521- I- I- /- 1-
BCDL: 5.0 Conegay:NA Stay Duration:NA HORZ(Lq:O.Ml C - - D Man Big With Req= -
0.Lf- 55.00 - EXP:NA HORZQq;0W1C - C Min Bq Oath W= -
NCBCLL:10.00 Mnn Height:NA6 COM/Mise CmarW Creep Father.1.5
Bank OW TCDL NA pd Bldg Cooke:FBC X110 RES Mar TCCSI: 0.523 Maximum Top CM1aok Form Per Pry(iea)
LM Duration IN BCDL NA pat TPI&it 2W] M.BC CSI: 0.123 Chards Tera.Cinni
Specitq:24O" MWFRS Parallel Dist:NA Rep Feature Used:No Mm Web CSI:0.153 A-B 0 -134
CSC DId a:NA It Iii SO(OL1 e(0) Mlg Specified Camber.
I.NA GCpa:NA Plate Typftb); Alabaman Bd Chord Forme Par Ply)05)
Wind Nme. NA WAVE VIEW Ver 14.W.03.0]1).20 Chorda Tens.Conp.
Umbar Purina D-C 132 0
VA.SW:130(EffeWin 6/1/2013) In Feu of structural pans or rigid ro0itM use actin
Top Mod 2x6 SP SS Dene 10 Mlemlly burro Mods as follows:
Bdthwrd 2x4SPk2 Chord Siecinghbot) Stai Emile) Maximum Web Fomes Per Py pas)
Webs 2x6 SP 42 W22x4 SP 93: TC 24 000 553 Webs Tene.COm, Webs Ten.Comp.
BC 67 DLumbarvaluOSH"138'uses deign values approved Apply Wokinstoanychmosabovembelowfilers A"D 0 625 B-C 0 -812
1130 013 b/ALSC at 24'OC unless Mown cahetwise above. D-B 2 0
Nalltwb The TC of this true scull be braced win attached
NSI Schedule 01 min.nails a,.et 24"OC in lieu of sWquml aper ing.
TW Chord:l Row Q 4.W o.c Additional Notes
Bot Cliond 1Row Q12. .c OPac,
Weed :1 Row Q 4"oTrusts must be installed as shown with top chard up.
Use equal spaotg wNveen mace and singular nails The ovemll height of this truss excluding ovemay is
n each row to awed spliMng. 130.
Special Lwds
—number DurFaci IPlate Dur ori00)
TC-Fmrn 2Wpffal O.OD to 230 pit 563
BC-From WpMM 000. 100M 5.53
TG 56010 Carty.Load as 1,75,175
PNIOSMRTabN
Jf Plate Wants Chord JT Plale Lateral Chad
W Size Shift Bide No S. SM1M Bite
(5) 4%5 S 125
Hangers I Tin
(J)Hnpa Support Required,by When
(J)Hanger Support Required,by When
NOTES:
1.This drawing is not wlftlent Name for installearm Awnionalinstructions accompanying this was drawn,buthe"SCSI i-W.
sMUM be use]in conjunction with the aribilMural plana during inattenti0n.
2.Apex Technplwy is a fidtems name owned by Jax Apex Testi In,FlOriia CWpsaibb Fenw Eneineef
Business No.]54]-4745 Sutton Perk Crud Suite 4W,JacksOnvgk.FL 32224-9040215200 APEX
MiMceI G Kozlowski Jeffrey PArm— D .&BMunay ♦�
PE No.6039 PE No 505. PEN. ]145]
39211THSTREETPly:t SEON:20057 I T5 I SY42
39211TH STREET ATLANTIC BEACH,FL 32233 Oly: 1 FROM: DRW:
FGE01 WgC 72.81M / ... 1Og18114
A B C D E F G H I J K
T X L
'v
1 0'1"2
12X4 V U T S R O F, O N 1112X4
�- 13'3"8 —�
1– 13'3"8
Larding CNbrla(A Wind Grill Snow Cr (ft..PSR MWC91 CNbd. A Maximum Rsacllww Intel,or-IMF
TCU: 40.00 Wnd Ski: NA Pg:NA CL NA CAT;W PPDellemon in b,ups, L/6 LocR /U Ilaw /Rh /RL /W
TOOL: 1000 Spiel NA mph R.NA Ce:NA VERT(LL1: O.MDIS 999 360 W108 /- I- I- I- /159
BCU: 0.00 Enclosure:NA LixNA Ca:NA VERTRU: 0.000 B 999 240 W Min Bg Wmh Req= -
BCDL: 5.00 Cakgory:NA S.Dandow:NA HORZ(LLk 0.000 B - - Bel W is a rigid unfieps
— Des LQ 55.00 EXP:NA H)RZ(yL):O.002 B - -
NCBCLL%00 Meen HagM:NAR CMN/Mkc Mbtla Cheap Fedor:15 fibxlmum Top Chord Fomn Per Ply(Me)
Seth 0.00 TCDL:NA psf Big Crew. FBC 2010 RES Ma TCCSI: 0.203 Chords Tens Comp. Chords Tena, C.I.
Load Duhe8on:1.00 BCDL:NA pal TPI Std:2007 MUBCC51: 0030 A-B 0 0 F.G 0 0
Sparing:24.0" ~RS Parallel Disc NA Rep Felons Used Your Maz Web CSb O032 B-C 0 0 G-H 0 0
CBC Dist a:NA ft MW:301Oy10(0) Mlg Spedfied Camber C-D 0 0 H-1 0 0
1:NA GCM:NA Plate Type(s): D-E 0 0 I-J 0 0
Wind Duhetlon:NA WAVE VIEW Ver 14.0203.071730 E-F 0 0 J-K 0 a
Lumber Additional Nobs
Value Set:13B(Effect.WIM13) See detail STRBRIBM211 for bhe Jy and bridging Maximum Bot Chord Forces Per Ply RMI
Top choN 02 SP 83 recommendations. CMN. Tens.Comp. Chords Tens.Gomp.
Bat thorn 4x2 SP Truss must be mounted ae seam with top dtwd up. W-V 0 0 R-0 0 0
Webs 4,2 SPAS The omrall hd9 M of this Muss eWumn9 rg is ovmu P 0 0
Lumbervlue 4'138'uses design values approved 1-4-0. U-T 9 0 P-
O 0 0
11300013 by AL5G T-$ 0 0 O-N 9 0
B.O., S-R 0 0 N-M 0 a
SMMhimg i.repulsed for any longibdmapdrag)fomes. Maximum Web Farces Per Py(IMS)
All connedions to be designed by the Seeing Webs TeneComp. Wide Trans. Comp.
designer.
Fasten rated sheebirg to one lam of this home. X-W 0 -9 K-M 0 -32
A-W 6 -59 M-L 0 -e
Plabng Nates
All plates are 1X3 exmM as make. Mulmum Oahe Fomes Per PN(Its)
Pudlns
Gables Tens.Comp. Gabbs Tens Comp,
Inlieua MructurNlenslsprrigM miliilg use Pudina B-V 0 -107 G-0 0 -Ton
b lhordl bnce Uwrdssa lalSU C-U 0 -129 1-0 0 -133
CMN Bpxing(n ori G025 EMM) O-T 0 -131 I-O 0 -118
TC 24 925 13M E-S 0 -107 J-N 0 -116
By 120 ear 1304 F-R 0 -1Y1
ad 2Vpurlins b any chords Nwve or bdawflkn
at 26"OG unless aM1oxn ahemim above.
End Vertical Attachment
AhaM nNched and wmcalks)to sett and wrr
usin (3)Ny.161lexw(0.12VY'min)gunnsib
race
simple,
nleg1BGage1"
Wde(min am)cmwn Gages on exb meimw fam.
NOTES:
1.This dmarm,is not sulfial nl alone br installation. AddNanN matmaions euvmpanyinp MIS lm.e drawing. mdude SCSI 1-63,
Should M used in conlurcLan Win the artM1neauml Mans during inSalNion.
2.Alex Technology is a fiaNws name arced by Jax Apex Techn of lnc.Fonda Corporatism Florida Engineer
Business No 7647-4745 Sutton Park Court,Sun,402,Ja,leSmall..FL 32224-904.0215206 APEX
Miclheel G KodouSW Je0rey P A.. Derek B Murray
PE No.60939 PE No.56504 PE Na.71457
39211THSTREET In,I SEON:2N59/T41 ISY42
39211TH STREET ATLANTIC BEACH.FL 32233 CIy: 1 FROM: ORW:
FGE02 at 92.4 Its I .- 1W09114
F 34 ''2-BI 'H 'H 'I zB I rBII 'rB 17"8I 'zBr� I ' I ' IH14I
AF B C D E G 4 H I J K L M N 0 P
1 101^2
AE AD A AA Z W- V T S 0
01X3 1111X3 111X3 IIIM 1111X3 1111X3 01X3 RIM 111X3 01X3 111M 1111X3
17390
17390
LOadin,Debate lmO Wind CouM ow SnCount.his,As in Mn D esi Cftda AMaalmum Reeatbns(Ma6 or•ePLF
TCIJ_ 4000 Wind Bud NA Pg:M Cr NA CAT.NA PP Deposit in Im l/Mfl IJM Lor, R 1U I Rw /Rb /RL /W
TCDL: 1000 Speed: Mmpn Pf:NA Ce.M VERT(LI-t 0.000 B 999360 AE-109 I- I- I- l- l2W
BCLL: OW ErMesum:M Lu:NA C. NA VERT(TL/: OOOOB We 268 AEMinBryWMhRei -
BCDL: 500 Category:NA S.Duration:NA HORZg.Q:0000 B - - Bearing AE is a ngid sudare.
Des Ld 55.00 EXP:NA- -- HORZ(TL):0002B
NCBCLL:10.00 Mean NMghi:NAI Code I MMC CrIbM Creep Fsloc 1.5 Maximum Top Chord Fomes Per Ply Ob )
Soft: 000 TCDL NA pM Bldg Gude:FBCWIa RES Mal C31: 0.2113 Chords Tens Comp. CMU, Tena. Comp.
L.dOm son:1.00 BCDL:NA par TPI Bob 2007 Mss BCCS1: 0.036 A-B 0 0 H-1 0 0
Spahr,24.0^ MWFRS Parallel Diel NA Rep Factoe]:r,UsYea Miss Web CSI:0032 S-C 0 0 I-J 0 0
CBC DiM a:NAI FTIRT:31 RB Mfg Spearet Cmnba: C-D 0 0 J-K 0 0
I:NA GOpi'.NA Plate Typi D-E 0 0 K-L o D
Wind Duration:M WAVE VIEW Vs:14.02.03.071720 E-F 0 0 L-M 0 0
Lumber AddMorml Nohee F-G 0 0 M-N 0 0
Value SM:13B(EIhelive 6/112013) Trues mus be inMalNd es grown with top clad up. G-H o 0 N-0 0 0
Top Chord 4,2 SP Y3 The overall height of this now erdudirq overhang M Maximum Bot Chord Fosses Par Pry Real
Botta 4xod 4x2 SP t
Weedid. C , Teesomp.
.0Chorda Tena.Comp SP
MN
Lumber value sit'135•basis design values approved AE-AD 0 0 X-W 0 0
1/30/2013 by ALSC ADAC 0 0 W-V 0 0
Bracing AB-AA 0 0 U-T 0 0
Sheol is rmMred for any lmglludinal(drapl tangs AA-Z o 0 T-S 0 0
All omm" ions to be designed or,the building Z-Y o 0 S-R 0 0
designer. Y-X 0 0 R-0 0 0
Fasten rated sheathing W one form of this frame.
Maximum Web Forces Per Ply Ri
Platin,Were Webs Ten,.Comp, Way, T. Comp.
All places am 2X4 except as noted.
AFE o -11 -G 0 -
Purlins A-AO -8E 0 -59 -P 0 -6
In lieu of slrudurY parrs or rigid ceiling use WMns
to laterally house chords ore foto a Maximum Gable Foran Par Pty Oral
Chord Sparinglin m) Slan(I) EMIT) Gables Tens Comp. Gather Tens. Comp.
TC 24 0.12 16.93
BC 120 0.12 16.93 B-AO 0 -150 I-X D -IM
Apply usame 10 any chords above or below Nlen C-AC 0 -129 J-V 0 -IM
a12P'OC unless shovin Mherwise above. D-AB 0 -134 K-U D -124
E-AA0 -t33 L-T 0 -133
End Vertical AttachmentF-Z 0 -133 at 0 -til
Anam notched and veNcallsl to nen end vembar H-Y 0 -133 N-R 0 -119
using(3)qty.10cl Mx or(0.128'xrmin)gun mails
through wide lace or 13)qtr.t-tit^leg 16Gage 1'
wide Imimmuml Crown shelves an each nanw rem.
NOTES:
1.TMsdramVismssuMaeM&orefwinmallabon. AMitio"inMmdimsa:m M"ngthisbussdrnng.InduMBCSII-03,
shouts be used in cmju boon with the arlliledun5l pans during installation.
2.Apex Techni is a 0cMi0us name wm N by Jax Apex Technology lnc..FlarWa Corporation Fbnda Ergines
Business No.7547-4745 Sutton Park Court Suite 402.JaGSOmille.FL 32224-904.024 5200 APEX
MiMael G Koboarkl JeBrty P Ameem Drink B Murray ®'
PE No.60039 PE W.58W PEW 71457
39211THSTREET Ply:1 SEON;20611 T231 SY42
39211TH STREET ATI-ANTIC 23
NTIC BEACH,FL 323 Dy: I FROM: DM
FGE03 Wgt 26.2 We I ... 1WW14
f^174,i F^12"8 Y �
A M C D
T � J E
1 191.2
1112X4
I H G F
3'6"
Loading Crawls tan Wind Charlie S.Commit(pi PSF) De=9 Cthode A Manhattan RNcdons(ilu),or'-MF
TCLL 40.00 Wind Std: NA Pg:NA CO NA CAT:NA PP De9ectipn in 1¢Uddb IM Lx R IU /Rw IRh /RL /W
TCDL: 10.00 Speed:NA mph Or NA Ca:" VERT(LL): 0.0008 999 266 I. 103 I. /- I. l- /42.0
BOLL: 0.00 End.sum:NA Lu:NA Ca:NA VERT(Tq: 0,000 B 999 240 1 Min Big Width Raq= -
BCDL &W Category:NA Same Medio:NA HOFWW: 0.0018 - - BeaMg l is a dgid surface.
Des Lat 5500 EXP:NA HORZ(TL):0.002 B - - —
NCBCLL:10.00 Mean Heigh:NAB Lode/MMCCtlb Creep Fatlw:IS MWmunt Top Chord Forces Par Ply(Ibs)
SOMI 0.00 TCDL:NA pal Bldg Code:FEC 2010 RES Mw TCCSI: 0.216 Came Two.Comp. Chwdn Tem. Comp,
Load Duradon:1.00 BODL NA of TPIWI 20W Max BC CSI: 0.036 A-B 0 0 C-D 0 0
Spedng;24.0' MWFRS Parallel Dist:NA Rap Factors Used:Yee Mm Web CS1:0013 B-C 0 0
CSC Dist a:NAN FTIRT:30(Oy10(0) My Spetlhed C¢mbec
I:NA GCO,NA Plele Type(s): Maximtan BM Chord Forman Per Ply(lbs)
WIM Duration:N4 WAVE VIEW Vee.14.02.03071730 Chorda Tem.Camp. Chorda Tena. Camp,
Lumber
Vaim Set 138(Effeaiss611AR13) H- 0 0 G-F 0 0
G 0 0
Tap chwE 4X2 SO W
Boat chord SP IS p3 Msahmm�Web Forua Per Py gbs)
Webme pJ Webs Tem.Comp. Webs Tens Comp.
Lumberear ml'13B"uses design values epPmvetl
1130/20133 uby WALSC J-I 0 -9 D-F 0 0
A-I 0 -56 F-E D -6
Bracing
Fasten rated sheathing to an fare a this hame. Maximum Gable Fprtx Per Py pori
Piaing Notes Games Tens Comp. Gerdes Tens. Comp.
All pates are IX3 exmq as rated. B-H 0 -156 C-G 0 -101
Points
In her M 9rucWral panels a raid orilirq use W dine
101a1em11y brace UOMs as talawe:
Chord Speang(in Cc) Shatm) Eni
TC 24 0.13 3.13
BC w 0.13 3.13
Appy Wnine to any tttords abo✓e or bebw fillers
3124"OC unless sham oherwise some.
EM Vie ical Attachment
AHxli ndcMd and.,xii(s)b rad and wdii al
..no(3)gty.1 Od box or IS 126"x3"min)gun mils
through vnde fare or(3)qy.1-1R"leg 15-Gage V
ends(mim um)Crown stapes m each me.is.
Additional Naas
Truss mud ba installed as shown wed top Gland up.
The overall height of this Ws5 exdWing overhang is
1L0.
NOTES:
1.TNsdr ngisnasuRmientalonelwin5 ladon Additiamlinnmtlio see mpmyinglNstmudreaing,iMude BCS1143,
should be used in conluMian vMh the wchAeduml plain during insumation.
2.AFex ex hnola,is a ONtiaus name owned by Jax Apex Tecbnrogy Inc,Forms Comments, Fonda Engineer
Bltineas No.7547-4745 Sudan Pvk Conn.Suite 402,Je ssomille,FL 32224-904 8215200 APEX
liidiael G Koalowali Jeffrey P Amason Derek B Murray
PE No.60939 PEN..NW PE No.71457
39211THSTREET PI,I SEGN:20G31111 Y42
39211TH STREETAT NITIC BEACH,FL 32233 Cry: 1 FROM:
FGE04 I Wgt 25.2IN l ... 10109/14
�--1'3"4 1'2"8
A B C D
T
e
1 10'1"2
112%4
H G F
3'B"
3'Be-- -1
Loading CrBerIar IIM Wind CM Sime,CrB papre FOE) BFWCSI Cdutda A M"..RaeNms(Ibs).on,+PlF
TOLL: 4000 Wind Std: NA Pg:NA CC NA CAT: PP Oe,a,do In IN Udell Lde LMR IU IRw /RLIRL IW
TCDL: 1000 Speed: NA mph Pt.NA Ca:NA VEBT(LL): BOOR 9991801 73 I- I- I- I- /5.5
8CU- ON Ealosure:NA Lu:NA Cs:NA VERT(R): MODSB 999180 1• re I- I- I- )- 138.5
BCDL 5.00 Cmegay:NA Snow Curages:NA HORZ(LL): 0001 B - - I Min Bq Witt Req= 1.5
Deni 5500 EXP:NA HORZ(TL):0.0028 - - LMin Brg Wdth Req= -
NCBCLL:1000 Mean Hught MR Catle l Minor Grubs Creep Fade 1.5 Bancorp l B l am a rigid surface.
SdM: 000 TCDL:NA par Ski Code'. FBC 2010 REB M TC CSI: 0.218
Long Duman:1.N BCDL:NA put TPISW 2007 Mex BCCSI: 0,038 Maximum Top Chord Foren Par PWIN)
Spear,24.0MWFRS Parallel dal:NA Rap Facial Used:Tel Marginal gals Charge Turner Camp. Chorda Tens. Comp,
CBCDista:MR FTIRT:30(OM10(0) MM Spetleed CamtF. A-B 0 0 C-D 0 0
1:NA GCpi:M Plele Typos): B-C 0 0
Wled Durean:NA WAVE VIEW Ver.14.0203.0717.2)
Lumbar Maximum Bel Chord Foren Par Ply(It)
Value Set (EffectiveBItY2019)
Choose Tena Camp. Chorda Tens,Comp.
Tap chordd2 SP d3 -H 0 0 G 0 0
Bod Webs
SPJgP 93 H-G 0 0
Webs 4x25PK4
Lumber value set-136'uses cosign value approved Maximum Web Farces Per Ply(lbs)
1/3012013 by ALSC Wet Tem,Comp, Web Tera. Comp.
Bracing J-1 0 -9 D-F 0 0
Fasten rated sheathing merntaw MNishame. A-1 0 -Y F-E 0 -8
Putting NWes MWmum Bear Fossa Per Pty Bt)
All pates are IX3 ereept as normal. Coal Tene.Cam, Gabon Tens-Comp.
Putllm B-H 0 -158 C-G 0 -101
In lieu of consisted pantos Or ngd ceiling use purlins
W laterally brace awards as agrees,
Chord Spadsg(in oc) Stands) Eed(ht
TC 24 0.12 3.13
BC 36 0.12 3.13
Apply pursue b any enema shows or blow fits
M 24"OC unless sham otherwise Mase.
End Vertical AnUchmem
Aram scrubbed end va tiasks110 rend and MNn1
using(3)qty.IN ax or(0.120'x3"min)gun reals
through wide tedm re(3)qb�1-1/2"leg 15-Gage,t"
wide(mnimum)Cmwn degas an eaM narrow race.
Additional Nestle
Times must an Imm11W as shown rush V y chord up.
The overall height ofthis muse excluding overhang is
150.
NOTES:
1.This drawers,ism su furenm alone for,installation. Additional insmmtliorm accompanying this tmss drawing,include BCS11-03,
should the used in commission with the arUiteclural plans during indoors,
2.Apex Technology Is a gditious name evened by Jax Apex Technology Inc.,Flonde Corperelim. Fonda Ers,Nea
Business No 7547-4745 Sutlon Park Court,Suite 402 Jacksonville,FL 32224-904.821.5200 APEX
MrIreN G Incumbent JeXrey P Amason DerskBMuuay
PE No.Bre39 PE No.50514 PE No.71457
39311THSTREET PIy:1 SEON:20412IT511.11
39211THSTREETATIANTICBEACH,FLM33 Oty:2 FROM: DRW:
GE01 .W:183A 1. / ... 10dat
1H �$
H 11'11'15 1 r13'1P0 16'0" 1@d 1^632p1\-5 2T 33
111..1 81T11 @
yy Kg
T �CMrs" IxX5
6D I LSM
12
e p
B N
1 b
a 51B21A oexa%51B21
1 -tor
-T m 8 -R m C �P
93' T@4T stir 31 eT
64 12 Iddy 21- lav Its
Loadlllg Criteriahad Wind Credits $—CriMIH iii In Pen WMSI Cddde AMeainem R. .(Ibe)
TCLL 20.00 WMSd: ASCE T-10 P9:NA Ct NA CAT: PP Wascrm in Wclytleg Ulf L , R IU /Ram IRh /RL IW
TCOL: 7.00 Speed ib mph %:NA Ce:NA VERT(Lq: 0.185) 99939° A 113115 /488 /- 1201 /5.5
BOLL: 0.00 Encou :Closed Lu:NA Cs:NA VERT(TQ: 0.335) 999 394 O 1204 1325 /486 /- 1. /5.5
BCDL: SAO RRk Category:It Snow Duretian:NA HORZ(L ): 0.083 P - - Wind reactions barred on Mill
Oam W: 32.90 P:C HORZ(IL):0.151 P - - A Min Bhg Width Reya_1.5
Ncecl :10.00 Mean Height 25.10 fl Code l Marc Chard Cheep Fadm 15 O Min Bm Wah Req= 15
Salfil: 200 TCDL:4,2 pd Sch,Cade:FBC 2010 RES Max TCCSI: 0,743 BearingaA80aroahgidaudaoa.
Lmd Dumtian:1.25 SCOL:30 par TPI SM:107 Mm ECCSI: 1.000
Spari 24.0' MWFRS Parallel Diel:h2 W h Rep Fablae Used:Yes Mn Wab CSI:0.155 Maximum Top Chad Forms Per Pty Qb)
CBC Dist a:330It FT1RT:30(oyio(o) Mfg SpWFMd Cannibal Cyerds Tew.Comp. Chards Tam. Como.
GCM:0.16 Fight A-B 916-2188 G-K 2M -352
Mind Dum4an:160 WAVE,HS VIEW Ver AA2a3.0717,1 B-C 935-2000 H.J 699 -1304
Lumber Adiillonal Notes C-D 625-1611 J-L (S8 -1302
Velma Sd:136(Hfedive6/t1Y013) Sae DWGS A14030ENC1002126 GBUETIN0212 for D-E 181 -383 K-L 181 -383
Topolam2x4SPp2 gable rind bail hequimmenle. D-F 698-13@ L-M 828 -1611
Bacxob1a4SP42 The overall helght&ibis truss excluding overhang is E-G 210 -34 M-N 935 -201
Wall 2x45Pb 6512. F-H fi%-13M N-0 946 -2189
Lumb vMueM"13B'usesdesgnveluesapphovetl Maximum BotChad Famous Per Ply(11m)11301209 by ALSG CMrda Tem Comp. Clprds Tena. Camp.
Pal NPds
A-T 18P -724 R-O 1536 -562
All Pur
fir es em 2%4 es1epl az notes. T-S 15361 5 -5G-P 15% -5w
Pudlna B-R 1535 -5G1 P-O tB78 -713
In lieu d structural panels or rigid ceiling use pudina Maximum Web F.Par Ply(Ibe)
to Ideal blare chums be fdlawa: web Tem.Comp. Web Tens.Camp.
Cnom Speong(in m) Shame) Endle)
TG 24 -012 3267 B-T M .04 H-R 93 0
BC 103 -006 32.01 T-C 391 -151 R-M 239 -94
AWlypudinstoany Momsab earbdow611ms C-R Zi0 -W M-P 392 -151
m 2a'OC unless shaven drawees above. G-I 125 -45 P-N 242 -V4
Loading
Gable end supports 6-max rake Ammer,. Maximum Gable Gables Tena CompFy Gar lit Il Tans.s. Comp.
Tmaa passed omok fix,20%f sidd elbonam
Uard lira load in drew vnlh 42'-high x 20-wide E-F Sl -34 J-K W -31
clearance.
Wind
it loads based on MFRS vain addNorel C&C
ember design.
NOTES-
1,This donang m rpt suFlc'lenl Lane fa installation. Addilidnal in bur iom ecmmpamling this truss dra.Hng.Intl We SCSI 1-03,
MGM be used in con umbidn with the arMhetluml Mena during msuallalion.
2.Apex Tmhrplagy is a fidilioua name owned by Jax Aims,TeUrplagy lm.Florida Carpaatim. Florida Engineer
Surname Na.7547-4715 Sman Party Couq Sum 402,Jacksonville,FL 32224-904.321510 APEX
Mi."G Koboxrti Jefirey P Amesan Derek B Murray
PE No,60839 PE No.$6541 PE Na.71457
3921171HSTREET Fill 1 SEW.20432 I TJ I GAEL
39211TH STREET ATLANTIC BEACH,FL 32233 Cy:3 FROM: DRW:
GE02 Will:13]2 Re I ... 1NOB14
6VY2 8' 19 4' 11' 18' 1]'11'1 24r
.v"1z rnv r z r 1'W"4 ev'u
E.Man .. _
p
eF
12 C G
p
B O H
h 0 R
w3KNDt) =3Xaot1
1I A _ I
Pal
m "lul9
M L K
FWD 1'11'. Y 2' 1'118 BY1R
BO'B 10 1Y 11' 13119 3<'
Lwtlhg GrXeomW Wind Creta Snow CrlMrla(t.Al Goal CdMda ♦Masimum issued...QM)
TOLL: 2000 Wind SW; ASCE7-10 Pg;NA,
Cit NA CAT:NA PP WandnI roc Use lW Lac R IU IRM /Rh /RL /W
TCDL: 7.00 Speed:130 mph PCNA C. NA VERT(Lq; O.WOF 999 2.1 A 9]I 12W 1364 I- /152 155
BOLL: 0.00 Endmare:Closed Lu:NA Ca:NA VERT(R): 0.139F 9992.11 ]A 12M 13921- /- ISS
BCOL: 5.00 Ria,CaMgoy:11 Snow DuraMn:1114 HORZ(LL)'. 0.028 J - WiM reactions based on MWFRS
Da Ld: 32.00 EXP'.0 HCRZ(TL):17051J - - A Min Bq Wil Redi= 1.5
NCBCLL:1000 Moen Hel2M:15.00 fl Cm IMWCCMede Com,Factor,15 1 Min BV WMb Req= 1.5
Soft 2.00 TCOL:4.2 pd BIdgCWe:F13C201ORES MIATCCSI: 0177 Bamr,A Is l am a rigid surface.
Load Dura8an:1.25 BCOL:3.0 pd TPI SW:2007 Mar BC CSI: 0.905 Maximum Top Choral Fomes Par Py)IM)
Spedr,240" MWFRS Pleaded Dist:N2 W It Rep FrYas Used Yes Miss Web CSI:02.. Lourds Tem.Canp. Chords Tem,Comp.
CBC Dist a:J00ft FTIRT:3NOV10(0) Mfg Special Cambs:
Gets 0.10 Pude Typists): A-B SS-1413 E-F SK, -11%
Wind Duration:1.60 WAVE VIEWVer lCUM.0i1].20 B-C 536-1241 F-G St -127
LunMr Additional themeC-D 551 -12217 G-H 535 -1N1
0-E 561-11% H-1 S55 -1413
ValM Bel:13B(E.ed Wle 013) Sae DWGS A1401SENClOU12.GOUETIN0212 her
Tap could 2x4 SP#2 gable wind bradn9 regWremema. Maximum Bot Choral Foray Per Py JIM)
Bid mold&4 SP M2 The wool hdgid of this truss excluding oveman,m Chmds Tare Comp. Claims Tem. Comp,
Walla 2x4 SP a3
Lumber,slue sou-130•uses design values apponed A-N 121] -418 L-K ]93 -191
1I30Ml31y ALSO N-M M -191 1 ]93 -191
M-L TSi -191 J-1 1217 -49
Paid,Ndea
All Nates are 2X4 except as noted. Maximum Web Forces Par Py fill
Wants Tens Ccon, Were Tem.Camp.
PhINSM ILTIN.
JT Plate laMral Chord JT Plate Ialeml Chord B-N 191 -YM E-0 48f, -II]
No Size SNfI BM No Bin Shut Bile N-0 4 -218 R 480 -218
17I US 5 125 1221 .X. 5 125 P-E 400 -29 J H 190 -Y1.
Purlins Maximum Gable Forces Per Py GM)
In lieu of structural panels or rigid ceiling use pudlns Galea Tens Camp. Gables Tens. Comp,
to laterally ba¢chords as follows:
Choral Sparinglinoc) SWdm) Both) C-N W -M 0-F n -92
TC 24 015 23.85 O-M M -39 1 GO -79
Be 117 000 2400 D-P n -92 J-G SO -38
Apply Wdins to any chords above or below fillers E-L 100 -M
at 24.OL on.shown otherwise abate.
Loading
Gable eM so,,.."my rake overhang.
Wind
WiM loans based on MWFRS with additional C&C
mems er design.
NOTES:
1.Thiad Misnot SuKidenldone Iso installdion. Atldition1instuionaaccommnyingmistmss@caring,indw BCSI 1-03.
should M mail in conjunction with the archtlW ural plans during mahmation.
2.A1wxTachMaWisafitlhiousnameawned by Jar Apex TeUnalogy Inc,Florida Carporabon Fbdtla Ergineer
Business Na.]54]-4]45 Sutton Park Core,Suite 402,Jacksonville.FL 32224-901821 5M APEX
Mitchell G Koatawso Jeffrey P Ammon Oerek B Mumay
PE No.51 PE Na.58544 PE No.]145]
39211THSTREETPIy1 SEON'.20393 I T56 I HIP_
39211TH STRl2UATLAN,ICBFACH,FL32233 qy; 3 FROM: pRW:
H.pt WP,p,n 4Iba / ... 1010&14
6'54 8'!'S 8' "t3
6'5'4 1'11'2 'e
.. .. _ C
T fi 2SP10
12 �2JU B IY�TTj
azo v
-M4(82)A
.sx3 p
02 3
BR'3
6 '13
Lmtla9 Criteria,(pm Wn i A Snow Crhsda ryp,Frin AP W M=51Criteria1-nd R mRaac/Ri lbe)
TCDL: 2000 Spee I ASCE]-10 Pg:NA qGT:NA PPDpl -0.D boldest Loo Lm R /U /Rw /Rh /RL IW
TCDL: ].0 SpeedIM
ore Ph NA G: VERT(Lq:-0.00 8 999 240 A 221 191 I- /- /- /,.0
BCM O.W EncolRisk Csrc:gmM Lu:NA GW VERZ(U): 0.0168 999 10 D 49 It6, I- /- /- /1.5
Dai 2.0 Risk Celegwyal Snow Dungan:NA HORZ(TLy-D. Z) - - C d9 /- 150 I-
I- /1.5
NCB 33:00 Mean CreepHORFLlor,,1.6 - - A rcecig Wiys eeeed M1.5
Soon: 1.00 Mean HwghC 226211 Oeea/MMC CC201 peep Fedor l0. A Min Br,Welh Req= 1.5
Soon: ion Ti 42 psi TPI Coe e:FBC 2010 RES Max TOCSI: 0.5]0 D MIn Bq WMIM1Re,- -
Lord 0,20.0:1,25 MWIFF SO psl TPI SM: 00] Mm BC 051: 0651 C MIn is kMEm Req= .
Spedrq:24.0' MWF RS Pamlel fist OroM Rep FaHae 01 Yea MU Web 051:021] BmnngAiaargM audace.
CBC Dist S GCIN 008 FTIRT:30�Oy10�'0) My Specified!limber, Maximum Top Chard Fomes Pere Ilbe)
GCFi:0.68 PIMe Type(a): Chords Tem.Camp, Gorda Tine. Camp.
Writ Durmi 160 WAVE VIEW Ver A0203.0]t].20
Lumbi A-B 17 -20 B-C 19 -31
Value Se1:13BIE6eCrrefl 2013)
Top and 2x4 SP M Maximum Bei Chord Fomes Par Ply fibs)
BMr2Mord34SPA2 Chards Troy Gmp.
Wayne 2x45P0
A-0 Z% -150
Lumber What seeLS(2 'uses deapn velum approved
by ALSO MWmum Web Forctl Par Ply(ba)
Special Load. Webb Tem.Comp.
--(Lumber GlFec=1.25IMela DurFac=1,25) B-D 249 -384
TG Fund 2p0M 0.00 to 2p0M 8.36
BG From 2p0a1 0,00 to 200 836
TO 10]m Con,Loee N 267
TG 20 M Cone lOed at 5.70
BC- 57Ib(Ccru.Losea20T
BO 1151b Corc.Load a1 5,a
Purlins
In lieu N sbudnal perals or rigid wilir,use pueina
to lSaud y boom chards as INbwe:
Chord Sinder,inm) S1arth) End(ft)
TC 24 -020 0.16
BC 75 -0.14 806
Apply Wdins W any shards above or btlaw filers
at 24^OC unless shorn M ireddee above.
Wind
Wind bees and reactions baud on Mkii
Additional Nota
TM Owren height Mthis truss exduding anemay is
3E 2.
NOTES:
1 This dmvetp is not a dent abne for mammon, Material lndruaions amompanylm)INS lmss crawitg,induce BCS11-03,
SM1wld be used in oqungion wilh the abilequrel Nana dunng Installation.
2 AuxTm NO.]�isa,a53udon Per W 8ui1e402x Ta nol�yinL.FI22C8904t01�5m200Fbntle Engineer
APEX
PE No 60839 PE N,58540 PE No.71457
39211THSTREET Nyt $EON:200911 T52 I HIP_
39211TH STREET ATLA"C BEACH,FL 32233 0h, FROM: DRW:
HJ01A Wg1:32.211ea 1 _. 1000&14
65Yi 645 @S'Y3
.
659 "s
�s
D
2 rlo
12 .Du C
434
p
1I
S4Nu ]4 W
m]X4(W)
1 2�
E
�C1� X3%3
@23
@23
3
Loading Conde gap Wind Criteria Snow C/Iteda(PIN in PSN Deaco Cribrla ♦Maximum Reactions(Me)
TOLL 2a.00 WedSId ASCE7.10 Pg:NA CC NA CAT:NA PP Deflection in kc Udeh LM Loa R lU IRw 'Rh IRL IW
TCDL: 400 Speed: 130 mph RNA Ce:NA VERT(LL):-0.036 E 288 G A 123 198 1- 1- 1- 14.9
BCLL 0.00 EMomn,Gloved Lu:NA Ca:NA VERTULY: 072E 145 ed E bad, 1157 )- I- I- 11.5
BCDL 5.00 Risk Category:11 Srww Oum0ono NA HONZ(LU 0.0208 - - D E I- 142 I- I. 11.5
Des W, 32.00 E%P:C - HORZ(TLp a.055B - - Wind methods baud on MWFRS - --
NCBCLL:1000 Mean Heigh:22.023 CodeIMHCCHbrla Creep Fade IS A Min Bg)VJlh Req= 1.5
Soffit: 2.00 TCDL:4.2 Daf Mg Code:FBC 2010 RES Ma TCCSI: 3,603 E MinBrgWidthReq, -
Lmd Christian:1.25 BCDL'.3.0 Pad TPI Sid 2007 m.SC CSI: Owl D Min Big Welh R-I=
Spading:210'
MNTRS Parallel Diad:O b h2 Rep Fmdoa Used'.Yea Mm Web CSI:0.192 Bearing A is a dole mdse.
CBG Great
GC::008 PopleT 0(s)i Mag Spedfed Cambs Maximum Top Channel Foran Par Ply Tens. l
GClker I Nab Type(a): CM1ONs TmsComp. CMNa Tena. Comp,
Wntl Dmatidr 1.80 WAVE VIEW Ver 1402.03071]20
Lumber Adtlltlonal NDMS A-B 103 -515 C-0 16 -W
Vtlue Bal:13B 1EfleViM 6l1R0137 Tbeawrall height of thin"aincluding owmang is B-C 10.9 -395
Top chord&4 SP 36-2' Maximum Bot Chord Farces PW Ply(Ibs)
Bo1ch.N4SPp2 Chards Tena Comp.
Webs 2.4 SP W
:LI Shcor 2.4 SP BL0CK LENGTH= 1.659 A-E ]2@ -1211
Lumber value set"1]B'ineada&gn wluea approved
1/300013 by P1SC Maximum WeE Forwa Par Ply(Sal
Spsbl Loads Wide Tems.Comp.
-ILumbs DucF.-l.25/Pleb DucFac.=1.25) C-E 1% -520
TC prove 2PSa1 0.00 to 2pit a1 B]6
BC-From 2Pit m D00to 20M& 0.36
TC- 65 Is Ca¢.Lead at 2.07
TG 165 In Conc Loa]sl 5.70
BC- 331b Carr.Lead an 287
BC- 93 In Car.Load al 5.70
Pumre
In lieu of slmqural panels or ngad making use W lira
to naturally tram tlwMs as balance
Chord Spadnglin m) South, End(ft)
TC 20 0.00 $36
BC 99 000 B.26
Apply purlins In any chords abwa or btlowfillen
0120"OC unless shavn Nherwi e above.
Wind
Wind roach and reedimu bound on MWFRS.
Leh mmilever ni exposed to no
NOTES:
1.Thisdm Nism sa aentdonelwin"lmion. AO]IlionNinslmdionsacca pna ngthistu sdraaing,in utle BCS11-N,
should be used in mnlundien with the mchhemurel plans during inalallmion.
2.A{x Technology is a fictitious name mvned by Jax Apex Technology Inc.,Florida Cornelison. Flake Engineer
Business No.7507-0705 Sutlon Park Court Suite 402.Jacksonville,FL]2224-904021.5200 APEX
MiNaal G Kmbeski JeRrq P Arneson Oerek B Munay
PE No.60039 PE No 56560 PE No.71457
39211THMEU PIy1 SEON:M389 I T141 HIP_
39211TH STREET ATI-ANTIC BEACH.FL 32253 my:4 FROM: DRW:
HJ02 it
28.1lbs I ... 1=0114
I W,4'58"13
a 1'11'2 8
T A,-
12
h2J'B'1012 saM4 g 1I�TT�
1.24 p
n
m
=3X4(132'A
1mr
1 D
8'2'3
8'2"3
0 13
Loading CrNeM(pa0 Wind Cd: ASrlys Snow Ct k CA :NA U9gCSIComin ♦MaaMum RaacI R. /Rh
TCLL: 20.00 Wine SIE: ASCE]-10 Pg:hAl Cr NA CAT: PPDeiledionin I8Ist" 2e Lac R I9 I- I- I- IW
BCDL: 0.00 Roared: mph PI:Nfi C&NA VERT(LU:-0.0118 999 b0 A 221 118 1- I- I- Ito
BCDL 0.00 EMoaate Closed Lu:NA Ce N4 V(Di-0.0118 999 180 D 389 1101 I- I- I- 115
BCDL S.m Risk Cetegoy 11 Srox DYmBon:NA HDRZ(LU: o.008D - - C dg I- 150 /-
I- 11.5
Des Ld 32.00 Mean F - HORZ(TU:d 012 D - - A MinreactionsBWdth R on X1.5 —
SplitNCKt.00 TCC Hep M:22838 Combe I MgCoalao CriSC X1 Creep CSI 10, A Min 8,Width Req= 1.5
Salol: 2.or BCDL:4.2 pit Mg d:200BD ZOtO RES Mm TOCSI: OSio D Min B,Width Req= -
LOadDumBon- BCDL MFRS Par TPI Sid:200] Max8CC51: 0851 C MmBrgWi9hReq= -
Bpedrg:21.0" MFRS Pa3.00 it Oto R2 Rep Feotora Used:Yes Max Web CSI:0.mpe BmnngAia enpi0 audaw.
CBC Chat S: 008 PTIRT:30(Op10(0) MV Spodfied Camber: Mahound Top Chord Fomes PxP
GCP:0.111 WAV Typdal: en,C
Wind Dumtgn:1.80 WAVE VIEW Vr 14.02P1.Oiti.20 Chortle Tene Comp. Chorda Tera.Comp.
Lumber A-B PI -2W B-C 19 -31
Value Set:13B(Egectie 01112013)
Top chord 2x4 SP 82 Maslmum Bot Chi Fare.Par Ply(IW)
Botchartl2xl SP82 Chorda Tem Comp.
Webs 2xl SO
A-D 231 -193
Lumbo vSeue M"13B"uses Eeapn v9uss approetl
1I30R013 by ALSC Maximmn Web Fomes Per Ply(Ions)
Speclel Loads Wallis Tem.Cemp.
—(Wmler Dor Fac=i25 I Plate D.,F .=i 25) B-D Mal -RM
TC Fmm 21Me1 Ol 2top 9 8.36
BC-F. 2Ofd O.Wio 2pit A 8.38
TC- 103 to Cana.Lead a12.87
TO 206 to Cone.Lowl9 5.70
SC- 57 Ib Cone.Load 9 287
BC- 11511hCone.Loadid 5.70
Pudina
In lieu of Aruqur9 Fermis or rigid wiling use purlins
to IMm91y brace chords as follows:
CM1md Spedng(in m) SmrIM) End(B)
TC 24 000 am
SC 75 0.07 826
Apply potline to any chorda above or blow fillers
92e OC unless shown otherwise above.
Wind
Wind Ioffice and reactions based on MWFRS.
Additional Notes
The cemll WIN ofthis buss excluding ovxhe,i5
1&2
NOTES:
1.This drawing is m1 sufficient Seam for sufellapon. Additional innruclims ammlanying MIS lmaa drawing.irqude SCSI Il
should the usetl in mnjurx9on with the aelrtl Kral Spent during metabolism,
2.Agex TedrndrgyisaF wsnamemvnedbyJ AwxTmhndcgylnc.R.Oi Corpoal'im. Fonda Engineer
Business No,7547-6705 Sutlon Park Churl,Suim 402,AeforonwlM,FL 32220-901.8215200 APEX
Michael G Kaxlowsk Jellrey P Amescn Carel,B Mundy ®'
PE No.601139 PE No.50540 PE No.]145]
[BCU
MEU Pya SEON:211211 T12 I HIP_
STREET ATLANTIC BEACH,FL 32233 Oy:2 FROM: DRY":
W91:25.21bs I IMW14
2.83 12 C
T � 11'11"9
;3X4 B
=3X8(C4)(C4)
[V
410'1"2
D
10"15
6'11"6 l'i8
6'11"6 7'U'14
Cr8Me IaO Wind C"iSrtMV Cr*WW INR N MF) DWVCSI Crlmrla ♦Masknum Regodons(Ibs)20.00 WlndSld: ASCE]-10 Pg:NA CLFMCT: PP Deflsdimm Ipcl/da11 LAP lm R /U IRw IRh IRL IW
7.00 Speed: 130 mph MNA Ce:NA VERT(Lq: 0.141 B 496 NO A 328 140 I- I- I- /4.9
0.00 Endosure:Closed Lu:NA Ce:NA VERT(TL) 0.2828 247 180 D 123 I2 I- l- I- 11.5
5.00 Rink Category:11 Srmw Duration:NA HORZ(LLL 0.6688 - - C 276 173 I- I- l- /15W W EXP:C HORZ(TL):6.137 B - - - WsaLreactions based on MWFRS
NCBCLL:MOO Mean Height:15.DO S Code I MBa Comtla Creep Factor.1.5 A MIn Bm Width Req= 1.5
SOMI: 2.00 TCM:4.2 ped BI09 Coca: FBC 201 ORES Ma TCCSI: (I.997 D MIn Bq Width Req= -
LoadDumOm:1.25 BCDL 3.0 PM TPISM:2007 Mee BCCSI: 0674 C Min Brg Width Rol= -
Spadrg:247- NWFRS PerLId ed:Dig:0 W W Rep Factors UsYes Mak Web CSI:0.219 Smanng A is a rigid surface.
CSC Dip a:3.008 FTIRT:30(OYl O(0) Mp Staging]Camber, Mat .Top Chord Forces Par Py(Ws)
GCpi:0.18 Plae Type(s): Chords Tens Com, Chorda Tens,Comp.
Wird Duration:1.60 WAVE VIEW Ver:14.02.03.071720
Lumber A-B M! -761 B-C W -41
Vdue SM:13B(ERediw 61112013) hundred.Bot Chord Forces Per Py(Ibs)
Top Ulmd 2M SP Claudia Ten Comp.
BdF Za4sp62
:Ll Sutler 2s4 SP 0:BLOCK LENGTH= 2.475' A-D 0 0
Lumber Value m"138'uses design values approved
11MM13 by ALSO
Bipedal Laeds
--ILual DucFac=1.25/Pigs Di eFac.=1.25)
TC-Fran 2pit M LOO to 2INal 695
BC-From 2 O a1 O.MW 2pH a1 5.95
TC- 5D1b Carle LWM287
TC- 155 It,Cmc Load M 570
BC- 2111hC0nc.L0adM387
BC- W Ib Com,t-mde1570
Purlins
In lieu of Mruclural parms or raid ming use purine
na laterly brace Chorda as Wlows:
Chord Spsinglintc) Shoup) Ended)
TO 24 0.00 695
BC 75 0.00 695
Appy purine IO any dmrds above d Dhow MNn
M 2NGOunless shorn otherwise shore.
Wind
Wind loans and reaction baud on M WFRS.
Left cantilever is eapaaed to mind
Attributing Notes
The...If height of this Wes ekdudag oveman Is
2-1-15.
NOTES:
1.This drwmg is not sulfiaenl alone fa indidigon. Additional lnslmgims atnmpanym,this trues,draxing,Induce SCSI 143,
shcWd be used in conjunction with the archrmauml plane during installation.
2.Aper Technoss,safdilious nameoxned by Jak Apex Tmhndegy Inc,Florda Corporalim Flonda Engineer
Busireas No.7547-4745 SMon Park Cour,Sure 402.JxYsomille,FL 32224-904.6215200 APEX
Midis&C Kaocaski Jeffrey P Amesm Derek 8 Murrey
PE No.60839 PE No.58W PE N0.71457
39211THSTREET plya $EON:21123/T101 HIP_
39211TH STREET ATLANTIC BEACH.FL 32233 qy: l FROM: ORW:
H.104Wp1:2101bs / .. 1OM594
2.83 2 C
=3X4(C4) '3X4 B
3X6(C4 I�
10-15
5'6"6
5'6"6 5' 14
LaadMg Cribra deft Wmd CrNaria Snow CHada ePg%b Pan mill"M Cdada IMnmtum Rsacdc.(lbs)
TCLL:" 20.00 Wind Byd: ASCE7-10 PQ:NA CI:NA GAT:WPP OellaSan in lac Udell LAN Lm R IU IRw /Rh IRL /W
TCOL: ].OD Speed 130 mph KNA Ca:NA VERT(Lk 0.0528 999240 A 222 118 /- l- l- IC9
BCIL: 0O0 Endowra:Valued Lu:NA Cs:NA VERT(TL): 0.109 B 683 100 D 59 11 I- I- /- 11.5
BCDL 5110 Risk Usual11 Sister Duration:NA HORZIL40.0248 - - C 129 112 /- 1- I- 11.5
Des LC 32.00 -ZKPC HORZ(TL]:0.051 B - - Wind dal besedm.MWFRS
Ni:10.00 Meeh Haight,1500 fl Cods)Mlsc CrIbM Creep Facac 1.5 A Min Bry WMm Req= 15
Sant: 2.00 TCOL 4.2 pd Mg Coda: FBC 2010 RES Mn TC CSI: 0.460 D Me Bm Wdm Req= -
Laed WMGon:1.25 BCDL 3.0 Pelf TPI SM:2007 Mn BC CSI: 0.231 C Min Bry Wideb Rey, -
SparJy:24.0• ~RS Parallel Did:0 a N2 Rep Faders Used'.Yes, Mn Web CSI:0.163 Beari,Aisangidsudece.
C80 Dist e:3.001 FTIRT:30IOp10(0) Mfg SpedBed Cambec MaMTYm Top CM1ard Forces Per Py(lbs)
Wirt Dura0an:
Gi 0.18 160 WAVE Plate Type(s): Ver:14.02.090]1]30 Coal TeneC pne.. Charts Tens. CarVIEW .
Lumbar A-B 418 -441 B-G 31 -21
Value Set:13B 1E1ed.6/112013)
Tap cio1d 2a4 SP N2 MaximumBat CM1OM Fortis per Ply(Ibs)
Bdclerd2a4SP d2
C.
Tem Comp.
Lt Slicker 2x4 SP d3:BLOCK LENGTH- 2A75'
A-D 0 0
Lumber Mus sed'138-ties design veluea eppmved
1/30/2013 b/ALSC
Spscal Loads
—(Lunder Dur.Fac=135 I Plate Dur Fac=135)
TG From 2p1rt DAOto 2pNe1 5.53
BC-Fmm 2P at O.DOW 2p1al 5.53
TO 60Ib Calc Load al 28]
BC- 21 Ib Cara.Load M 2 B]
Purlins
Inlieudsbu petalsoryidtellingusepurlins
to Iatmtlry were cboNa as follwa:
CMM Spaid in ad Slial End(ft)
TG 24 om 5.53
BC 66 000 5.53
AIgN purine to any NnNs allow or bekrx 6lars
at 24'OC unless shown aaemise abaw.
Wind
Wind mads and readers based on MWFRS.
Lel wnluedur is eyosed to wind
Additional Nobs
The owmll single daisauss eadWiy werhay is
1-9-15.
NOTES:
1.Thisdrovingisndadenlsanetetinsalaeian. Mdkionel!mil ionaxm M"ngaistusdmng.indude BCSI1-03.
should be used in cmNndion wean the achre sural plans duly installation.
2 Bureunee No]54]-is a red.Samon....Pork Cou4Suim40 Jedando 4FL3222dnCor B21S200FIodda Engimer
APEX
PENei GKaxkwslti JeIIrey als. Derek 71467
PE W.6o0]B PE Na.50544 PE No.]145]
[39211THSMEETTREET PIy.1 SEON21113/T7ICOMN STREET ATLANTIC BEACH,FL 32233 Oly: 2FROM:he I ... 1009'10
12
4.241112X43X4(62) A
Lim 1o1n2
u12xa C
2rse�2'8n7rharN(p s) WIM CrHerla - SnowCrlaftKirPBF1 CaIVC •Matlmwn Rxotons(IM)
20.00 WindStd: ASCET-10 Pg:NA CLNA CAT: PPDafierdmin kcUdry1tM Loc R IU /Rw IRh IRL IW
7.00 SPeed: 130 mph Pp NA Ca:NA VERT(LLy NA A 90 119 108 1- 133 17.0
0.00 EMaeare:Gone! Lu:NA Cs:NA VERT(R):NA C 85 135 /51 I- I- 11.5
5.00 Rlak Category:11 Enver Duration:NA HORZILL):0.WiC - - Wind reactins thased on MWFRS
3 .00 UP:C 'HOR2(TL):B001C - - AMinBryWMlhReq= 1310.00 Mean HegM:15.008 Code/MlacCriGtla Creep Fact 1.5 C Min Brg WMh Re,,
SMfih 200 TCDL:42Ind Mdg Caste:FBC 201 ORES Mex TCCSI: 0.144 BearingAlsenidsurece.
Iaad DUMt'Pn:1.25 BCDL:3 a Paf TPI SIC:2007 Max BC CSI: O:058 Maximum Top Chord Fomes Per Py Bhal
Spann,:240• CBC Die aa:3.00 fl FTRR:Factors
st:oto hrz300)/10(0)Tea Max Web CSI 0.0117
Mg Speafiad CamEM: CMrda Talw.Comp.
GCO:0.10 Plate Types): A-B 16 -48
third Dome.:1,60 WAVE VIEW Ver.1402.03.0717.20
Lumber Maximum BM Chord Forwa Per Py(Ihq
Value Se,13B(Elleshe 8/112013) Charl Tena Comp.
Top chord 2,4 SP d2 A-C 5 -9
BM tlwrd 2x4 SP d2
Webs 2n4 SP n Maximum Web Forces Per Py phq
Lumber value set'I 3B'users though wlues appoed Webs Tens Comp.
11308013 by ALSC
B-C 139 -89
Purlins
In lieu of structural pared.or rigid ailing use Purina
to barely beam tarda as 1o11ows:
Chord Spanngin«) SmMBI Smyth
TC 24 000 2.70
BC 31 0.07 2.70
Apply purine b ny cMNa stave m hekrxfillen
x124.OC unless arman oNermsa above.
Wind
Wind leach based on MWFRS with additional CBC
ember design.
Addroonal Notes
The overall height of this boas excluding owman,is
1-6-2.
NOTES:
1.This dmtlng is not sufficient awe for inslallabon. AddNonal instructions asmmpanymg this truss droving.include SCSI 1.03
should be used in conjunction with the arclrtecture plans during Installation.
2.Amy Techndogy is afictitious name owned by Jax Ams Techim gy Inc.,Florida Corporator. Florists Engineer
Business No.750-4745 Sutbn Park Cour,Suite 402. mcoonvile,FL 32224-904 821 ONO APEX
Mchael G NOLoxMti Jeffrey P Armenian DerekBMunay ®"
PE No.W039 PE No58W PE No.71457
39214HSTREET Plya SEON:20383/Tab I JACK
39211TH STREET ATIANNC BEACH,R 32233 O!Y a FROM: DRW:
Jot Wq: ..had I ... 10.10014
12
8 B
_
1'10"2
3X4(82)
SO
T A
1 zo7°
C
2' an
2' 1"8
Loral Cdbda had Wind Cft& EFa�U�:
CNMNS IPo.R In P6sl DeMCSI Criteria •Maximum Reactions(ied)
TCLL 20.00 Wnd Std: ASCE 7-10 , CI:W CAT;N PP Di lesion in IN Udell IJN Loc R IU /Rw I Rb I RL IW
TODL: 7.00 Speed'. 130 mph Ce:NA VERT(LL):NA A 68 /13 /34 1. 143 15.5
BOLL: 000 Eadmans:Claimed Ce:NA VERT(TL);M C 29 1- /11 1- 1- 11.5
BCOL: 5.00 Risk Cdeeory'.11 Duarli NA H0R21LL);-0.0018 - - B 52 145 129 /- 1- 11.5
Den LO:3200 ERP:CHOR2{R):-0.0¢18 - - Wind reaaions baidl on MWFRS
NCBCLL:10.00 Mean Height:21.64 it I MMc CXlaria Creep Fai 1.5 A Min Bid lKMth Rol= 1.5
SOMk 2,00 TCOL:4.2 p6f ade:FEC 410 RES Mar TC C51: 0.169 C Min BOB Width Req= -
Load Duration 1.25 BCDL:3.0 Psi :2007 Mae BC CSI: 0.52 B Min BOB Whom Req= -
Sper3ny:24.0- MWFRS Paralle'Did:O to N2 d Used:Yes Miss Web CSI:o40 Beemg A is a rigid sudae.
CBC Dida:LOON :3oloylL�'o) Mfg SpedSed Camber: Matlmum Top Chord Fortes Perp (lbs)
GCp:0.ta ype(s): Chortls Tere.Cpmp. bWiM Dum0an:160 VIEW Vo:14.02010717,20
LumNer A-B M -65
Value S%13B(Eflediw Y11413)
Top dgN 2x4 SP ID Maximum Ban Chord Forces Per Ply(Ibe)
Snlohmfd a4SPIf3 Clams Tens Cone.
Lumbervduesel'138"usesdesignailuesapproved A-C 0 0
113012013 by ALEC
Pudim
In not ddr,rural panda or rgid ceiling use purfna
to lateally red dgNs as impose.
Chord Spaumidd0c) Stabil) Endlfl)
TC 24 0.00 200
BC 22 0.06 2.O0
APpN a dins b any chomb above or NdOwfillm
d 24°oC unless arms,anemone staid.
Wind
Wind bads base]on MWFRS w8h additional UC
member design.
Additional Nods
The overall height W this Imss eNWing musharr is
1-6-10.
NOTES:
1.This draMW is as nuMuent alone fdmstasahon. AWftnalinstrudimsxcompanyingtnist.dreting.bdude BCS11-03,
should be used in cmryndion wum the archiledund plans during i imension.
2.Apes Techndegy is a fictitious name cane!by Jaw Apex TeMnolryy Inc,Floods Connotation Flonda Engireer
Business No,7547-4745 SWbn Park Court,Suite 402,Jecumovi I.,FL 32224-904.621.5200 qp E X
PNo.EW 600Kodcaski Jdlroy PArreson Derek B Murrey
PE 639 PE Na.595M PE No.71457
39211THSTREET Ply.I SEON:203881 T61 I.A4CK
39211TH STREET ATLANTIC BEACH,FL 32233 Oty:2 FROM, DM
MIA WgL B81bs I _. 1WU9114
12
s � C
,3X4 B 21'10"2
-3X4(C4))C4) o_
iD
1" 420-7-
2''
D
f 6"4�
f 2 ����
—ATB
Lasell"CrlMda loan Wsd Cranks S.CrKarM(Po.PI in pi mmm CNIada AMaxlmum Rwed...(Ibsl
TCU: 20.00 W rid Sd: ASCE 7-10 Pg:NA Cf M CAT:NA PP Detea.m in Ion Islas 1110 Loo R 'U I Rw I RN I RL IW
TCDL: 7.00 Speed: 130 mph Pb NA Ce:NA VERT(LLL-0.002 8 939 128 A 96 110 163 I- 143 10.S
BOLL: 000 Ercbsree Closed! Lu:NA Cs:NA VERT(TL):-0.0020 099128 D 15 12 l8 1- I- 1 I
BCDL' 5.00 Risk Camgor2:It S.Duartimy NA HORZ(LL):-0.020 - - C 32 140 117 I- 1- 115
Deer Ld; 32.00 E%P:C - --- - HOR2(TLL: .0028 - - Wind reasons based on MWFRS
NCBCLL;10.00 Mean Height:21.84fl Coda l Mise CraeHa Creep Fatl¢15 A Min Bry Wdth Req= 1.5
SGML 2 W TCDL:4.2 per Ridg Cade: FBC ID10 RES Mai CSI: 0.181 D Min BM Width Req- -
Load Dure8on:1.25 BCDL:3.0 pan TPI Std:2007 Mm BC CSI: 0.048 C Min Big Width Req= -
Spi24.• MWFRS Parade!Did;0 s h2 Rap Ferias Usual Yes Max Web CSI: ,US Bamng Any a mild a.m.,
CBC pd a:3 0g F71RT,3D(OYIO(0) Mfg Specified Camber Maximum Top Chad Forces,Pa Py(Ibs)
GCpi:0.18 Plate TypiChords Tem,Comp- Chnds Tens. Comp.
Wnd Duration,1.60 WAVE VIEW Ver 14.02.03.071720
Lumbar A-B 169 -223 0-C 16 -51
Value SM:13B(Eaedbn&112013) Maximum Sol Chad Forces Per Py(It
Top choral 2x4 SP M3 Chad Tems,Comp.
Bot choral 2a4 SP a3
:Lt Slider 2x4 SP a3:8102K LENGTH= 1.507 A-D 0 0
Lumber value at"130'uses des,slues approved
11302013 by ALSO
Pursue
In lieu of structural pride 0r ngid ceiling use pud'ms
to basically assay chords as folkers
Choral Spedng(in ac) Stealth, Ei
TC 24 600 200
BC 24 QW 700
Apply pusIns to any cho.above or below fillers
at 24'OC unlees mown dherwiu above.
Wind
Wind Ioa15 taSW m MWFRS with a]di8arel CSC
ember design.
Let camilevm is exposed to wind
Additional Notes
The avemll hal M the mss including ovemeng is
1-610.
NOTES:
1.The dmem,is M suRmimt alone fa'mSUlladon. Adilmonal insWdims awmpanying this truss drawing,include BCSI 1-03,
should he dest In con,unchon with the laromeauml plain during inatedidon.
2.Apex Tech mangy is a fitlniws name owned by Jaz Apex Tahndogy Inc.,Funds Coryamlion, Florida Engineer
Business No.7547-4745 Susan Park Count Suite 402.Jacksonville.FL 32224-904 821.5200 APEX
M'cbmal G Kodwvski J MPArms. Desk B Murray
PE No,W839 PE N0,58544 PE No.71457
39211THSTREETply:1 SEON:20395/T4]/JACK
ORW
39211TH STREET ATLANTIC BEACH,FL 32233 Ory6uFROM: :
J02 i 61be / ... IMW14
B
22'10"2
o_
ro
V
3X4(82)
T A
O'10
0;;f!
1 4207n
c
4, 6
Loading Crlmrla 04 Wind Create - Snow Create(poor In pen DaflICSl Create ♦Maalmum RNptlana likes)
TOLL: 20.00 Wind Std: ASCE]-10 Pg:NA Ct NA CAT:NO PPDeIMtlian in Ion UddS IJM Loo R /U IRw /Rh /RL IW
TCDL: 7.00 Spaed:130 mph Pt.NA Ce:NA VERT(LL):NA A 133 /31 /89 /- /09 /5.5
BCLL: 000 Enclosure:Closed Lu:NA Cs,NA VERT(TQ:M C 57 /- /D I- /- /1.5
BCDL 5.00 Risk Cat,.,11 Sraa Duration:NA HORZ(L.L-040048 - � B 103 l8] I58 I-
- /15
Dm Lei— EEP:C - HORZ(R):0.0050 - - Mind reec9one basad oa"FRS -
NCBCU 10.00 Maan Height:221411 Code I MIso Crowds Creep Faata:1.5 A Min its,Width Req= 1.5
Safi 2.00 TCIX:43 pal Bldg Cade:FOC 2010 RES Mm M CSI: 0M2 C Min Beg Wath Req= -
1-mtlOumlion:1.25 BCDL:3.0 Pat TPI SM:207 Max BC CSI: 0.D1 B MIn By Witllh Req= -
Spaclrg:24.0MWFRS Parallel Chat:O to h/2 Rep Factors Used:Yes Mes Web CSI:0.000 Bmnng A is a lige aurece.
CBC Did a:3.003 FT/RT:30(OY10(0) We Special Combe[
Marble Plate Type's): a.1m Maximum Top LharForcesFoas Per Ply(lbs)
Wind Duration:180 WAVE VIEW Ver,14.02.03.0]1]30 TenaCanP
L..W A-B 46 -a
VWue Set:13B(EO%4w W1/273)
Top WN 200 SP p3 Maximum Bot Chad Forces Per Pty jibs)
Boddhomi w" CM1DNa Tena.Comp.
Lumber value sal-138-uses deagn values appmved A-C 0 0
1/302013 by ALSO
Purina
In lieu of amdu al panda or rgid oalkng use pmlina
to laterally beta Uronds as fo lmsb:
Choat Spaangbm a) Star(R) Edd(h)
TC 24 0.00 400
BC 46 006 4.00
Apply admi ns to any chords move or bebw fillers
at 2V OC unless elmvn ouervnae above.
vend
Wintl bads based an MWFRS wi1M1 atldnional CBC
ember tlesign.
Additional Notes
The onerell M1dght of this truss exdudirg overhang is
2-6-10.
NOTES:
i.The tlmwirg is ml sulfiuent alone for inatalldhor. Addition imartsbma soampanying this truss amain,,iWude BCS,1-03,
should be ua m mnjun tian with the a bileduml Nana during installation.
2.Apex Tommoagy Is afibibous name oanetl by Jex Apex Tedmakgy lnq Florida Corinration. FIaNa Engineer
Summary No.]50-4]45 Sudan Park Cour,Suite 402,JxkmnMle,FL 32224-904.8215200 rAPX
MINae1 G Koslowsla Jeffrey P Arneson Oarek B Murray
PE No.60039 PE No.50541 PE No.]16$]
392flTHSTREET Ptya SEON:203011 782/.TACK
39211TH STREET ATLANTIC BEACH,FL 3= Oy:2 FR01A: ORW:
J02A Wgl:lSA lbs I ._ 10N9.14
C
12 2'10"28
0
(( ;3X4 B
=3X4
f
(C4)
A
1 4207"
D
F8'4�A
4' A8
4 .8
Loading Crbeake mon Wind CrXMe Snow Cdlerla(Pp.,.a PSP1 De8/CS ComHa B Maximum Reactlana lgm)
TOLL: 20.00 Wind SQ ASCE 7-10 pg:NA 0:NA CAT:NA PP D inertlan in Ix Udd1 LM t« R IIJ IRw /Rh /RL /W
TCDL: ,.OD Spee1130 mph PI:NA Ce:NA VERT(LL)i-0.010B 999 240 A 150 /30 192 1- /09 /3.5
BCI-L: 0.00 Emdoame Dowd Lu:NA Ca:NA VERT(TQ: 0018B 999180 D 41 /5 /21 I- 1- 11.5
BCOL: SOD Risk Category:11 Smw DuraDon:NA HORZILLlb.014B - - C 0 M /41 1- I- 11.5
DeaLQ: 32110 EXP:C - NOR2(R1:0.020B - - - NGolasmotions based an MFRS
NCBCLL:IO.D(11 Moen Height:22.14 ft Lade/Ww CnMrM Creep Fathor l5 A Min B9 Width Req= 1.5
SMR 200 TCDL:42pd Bldg Code'. FEC2010RES Max TO CSI: 0.358 D Min Brg Waft,Rise
1-mad!Carol 125 sca.3.0 psi TPI SM: 2001 Mm BC CSI: 11.215 C Min Big Wmh Ran= -
Spdrq:24.D' uni Pam11d NO:O 0 b/2 Rep Feature llsel:Tea year Web CSI:0.123 Beaml9 A is a rigid sudam.
CBC NO a:3.130 ft FTgYT:30(pY1010) Mfg SpedTwd Camber. Maximen Top Chord Fomes Per Py llbf)
GCp:D.18 Plat Typels):Winal Durafflam 1,60 WAVE V�MClaude Tens Comp. Claude Tena, Comp.
Ver 14.02.03.0,1720
A-B ate -418 B-C 30 -75
Lumber
V&ue Sed:13B(ERediw 611RO13) Maximum Chase Fpmn year Py(Teal
Top chonk 2x4 SP W Chance Tem.Comp.
Bel monk 2x4 SP 0
Lt Sider 2x4 SP 93:BLOCK LENGTH= 1.500' A-0 0 0
Lumber value Pat'13W uses design values approead
1/Db'2013 by ALSO
Pedlna
In lieu of a marsaw panda or rigid ming use purlins
101deally M'dm thanks ufdlwe5:
Chord Sonsain In ml Stanlft) Emi
TO 24 0,00 4.000
BC 48 0.00 400
Apply puffins,10 any dards Bead or below fillers
at 24'OC unless ands n anerviise above.
Wind
Wind loads based on MWFRS with Omni C&C
number design.
Lee t'amiinanus exposed to Wind
Additional Noma
The overall height of this trues adWing mairm ng is
2-010.
NOTES:
1 This houldbeuse
al nor
e theart
r sufficient
name for
Aplin nal nstraussa san.wmpaying this tmse dmai include SCSI 1-03
p9 in
2.Ams Technology is a fidilious name maned by Ja Apex Techmi Inc.,Florida Cownsion, Florida Engineer
Business No.1541-4745 Sultan Pont Court Suite 402,JaNeonwlle,FL 31224-904 021.5200 APEX
MKtowl G Koalmaski Jeffrey P Amain Derek B Murray
PE Na.W839 PE No.51 PE No.11457
39211THSTREET PIy.1 $EDN:20397/T53/EJAC
39211TH STREET ATLANTIC BEACH.FL 32233 qy: 1] FROM: DRW:
JO3 Wg1:18.21Ea / ... 1408114
B
T Z�h 23Y9'2
12
B
0
ro
-m
=3X4(82)
T A
a,0
1ear,
c
s
8'
--6T8
Loading Crierla had, Mind CrMM $now CrWrla iftin In W) De8/C81 Crkena AM"..RxNene ltba)
TCU' 20.00 Wil ASCE7-10 Pg:N, CO NA CAT:NO PPDeflerelon in lx Udell UN LocR /U /Rw /Rh /RL /W
TCOL 7.00 Speed:130 mph PO NA Ce:NA VERTILL):NA A 199 151 /1031- 11% /5.6
Be": 0.00 Erclosure'.Closed Lu:NA Cs:NA VERT(TL):NA C 86 /- 135 I- /- /1.5
BCDL SOD Risk Category:Il S.Curation:NA HORZILL):-0.0108 - - B 15,1 /131 186 /- /- 1J
Oes Ld:3200 :C HORZ(TL):0.018 C - - Wind elections OaeedgaAlWFRS
NCBCU 1000 Mean Height'.2364& COM I Mise Crude. Creep Factor.1.5 A Min Bq Width Reg= 1.5
BOOK 2.00 TCDL:4.2 pd BOB Code: FBC 2010 RES Mae TC CSI: 0602 C Min BM Wdlh Rad e -
Lmd Duragm:1.25 BCDL:&O pal TPI Std:2007 Ma BC CSI: 0.520 B Min Big WMIh Red= -
SpadrM:240" ~RS ParallN Dist:a to M2 Rep pass.Used Year ar MWeb CSl:0.000 Beanng A i3 a eryki auffeca.
C&CDisla:3O0fi FLRT:30(0y10(0) Mfg Spedfxd Cambs[ Maximum Top Chord Forces Por Py(M61
Wpi:0.18 Plate Typ0(e): CMim Tao Camp.
initialDure0on:160 WAVE VIEW Vec 1602.03.0]17.20
Lumber A-B W -118
Value Set:13B(EMeswe 6/44013),
Top Uprd 2x4 SP W3 Maaimum Bol ChOM Fomxa Per Py Ilbs)
Bd dived 2x4 SP p3 CIWs Tens,Cmnp.
Lumber value al-13W uses tldtign values approved A-C 0 0
1/3WM13 by ALSC
vanilla
In lieu W structural panels or raid baring use pounds
W laterally brace chorea i sfdloas:
Chord Spadngllnx) Stade&) EM(6)
TC 24 p00 6.00
Be 70 0.W &OD
Apply purine W al chorda above or halos filled,
at 2,V OC unlessshown anemia above.
Wind
WM Insider based on MWFRS Win additional C&C
ember exib'd
Additional N01n
The overall hcghl 0 this hours esd ieg oveme,is
3610.
NOTES:
1.This Cavedng Is nm sufficient alaro 10e inamllapm. AddNmal instruction.a>nmP-enying this Wsa drawing,,bdU BC51143,
should be used in conjunction with the architectural pians dung Installation.
2.AIrex Techndogyis aha8mn
tisaneoxned by Jax Apex Technology Inc,Flonda Co¢oralion. Floods Engineer
Business N0.]547-4745 Sutton Park Coun.Suite 402,JeMaOmnlle.FL 32224-901 2152D) APEX
Michael G KOLcwski Jeffrey P Ameaon Derek B Mumy ®'
PE Na.60039 PE NO.58544 PE N0.]145]
39211THSTREET Ply:1 SEON'.203821"
E'
39211TH STREETATtANTICBFACH,FL 32233 Ory:7 FROM. DRW:
JOJA Wgl:210 nor I
C
.. T 23'10'2
12
6 p
ne
;3X4 B
3X 03X4
1 ear
D
6'
6' 6 "8
Loading Criteria 1pul Wind Criteria 9noA CrRM81Pp,RMFSF) DBWCSICdbda AMeabnumrleacdone(ke)
TCLL 2000 Who SM: ASCE 7-10 Pg:NN U NA CAT:NA PPDefiedimin kKU6e014y Loc R IU IRA /Rh IRL IW-
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):4040 B 999 240 A 222 150 1128 1- 1130 13.5
BCLL: am EMosuhe'.Closed W:NA Cl NA VERTQL1: 0.11648 999 180 D 76 17 /34 I- 1- /1.5
BCDL 5.00 Risk Cdal11 S.Moslem:N, HORZ(L):4044B - - C 132 1118 /75 /- I- 11.5
Des Ld'. 32.00 EXP:C HORZ(TL:Oa71 B - - Wind mediombe dm MWFRS
NCBCLL'.10.00 Mean Height:22.64 it Code l mine Crbeda Cheep Fedor 15 A Min BMWirth Rey• 1.5
Sdfie 2 W TCOL'J 2 psi SMB Cada:FBC 2010 RES Mea TC OSI: 0738 D Min Bry Width Reg= -
Load Damien:1]5 BCDL 3.0 pd TPI SM:2007 Mae BC CSI: 0.443 C Min Ery Width Rep= -
Slanting:240" MWFRS Proseld Dial:D to N2 Rap Factors Used yes Max Wass CSI:0.214 Barring A is a rigid surface.
CAC DIA a:3.008 FLRT:3D(o)/t NO) Mfg SpWc Camber Maximum Top Crowd Fortes Per Ply(Ibs)
GCp:018 Plde Ty,ol Chards Tes.Comp, CMNs Tena, Camp.
Wind Common:1.60 WAVE VIEWVe014.02.03.071720
Lumbar A-B eA -93 B-C 61 -110
Value Sd:i3B(Efledien 8/112013) Maximum Bol Chord Fames Par Pty(16.)
Top chord 2.4 Be Coortls TomGmep.
Bet chard 214 SP H3
:Lt Sister 204 SP 0,BLOCK LENGTH= 1500 A-D 0 0
Lumber vdue IN"iJu'uses deep.values approeed
11!02013 by A-SC
PurOos
In lieu of Arudurd pends or rigid calling use Purlins
to Iderelly Gas c11oNe es fdlows:
Chad SparJnglinm) Slan18) EM(n)
TC 24 a.W 600
Bc n am 6DD
Appy puffins to any cM1ONs above or bdox fillers
.t 24.00 unless shown mnemae mo.a.
Wind
Wirt loads based an MWFRS with addmmd C&C
memberdeage
Lan mrelai Is erpomd towiM
Additional Holes
The overall height MNis W.s exdu n,mention,is
3610.
NOTES:
1.This sis terelations na for nleAdnsermmvnpngmothers mrailLng. nduM SCSI 1-03
AStl be uetl r.canunNswi the arcM1iledna aritg installation
.
2.Apex TechndoW is a fidilim5 name named by Jax Apex T¢Unolal Inc,FMnda Corycmlim. Fbdtla Engineer
Business No 7547-4745 Sudan Park Ccud Sum 402,JecksanWlle,FL 32224-904.021.5200 APEX
Mmmel G KOAiwsM Jegrey P Amesm Derek B Murray
FE No.6039 PE No,58500 PE No.71457
39211T11STREET Ply:I SECIN:203111`11JACK ,
39211TH STREET ATLANTIC BEACH,FL]2233 OIy:a FROM: DRW:
J01 Wit TO lbs I ... tON9H4
12
6 B
1'10"2
=3X4(62)
A �
1
�207,,
2' c
2' "6
L dim CrMXa Peg Wind Cybele Srww Carbide(PeRnPSF) DAUCS1 LrINda BMaidnum Resodone(mq
TCLL 20OD Wind SIJ: ASCE 7-10 Pg:NA GENA CAT:Nfi PP Oe0er5an in loo U,,, t/M Lac R /U IRw IM IRL IW
TCDL: TOO Slaved: 130 mph RNA Ce:NA VERT(LL):NA A SB /1] l34 /- /u I5.5
8,311: 0.00 Eadoe m, Closed Lu:NA Ca:N4 VERTITL):NA C 29 I-
l11 /- /- /1.5
BOOL 5.00 Rink Category 11 Smma Duration NA HCRZ(LL):O.Wf B - - B 52 145 129 /- /- /1.5
Des LJ: 33.DO EXP:C HORZ(TL):-0.O04-B - - Word madione named an MWFRS
NCBCLL 10.00 Maes HepM:21.64 fl Code I Mina Crown CmeP Fed¢1.5 A Min Bid Width Reg= 1.5
SOMI: 2,00 TCD.:4.2 Pel Bldg Code:FBC 2D1O RES Mm TC CSI: 0.169 C Min Bq Wdh Req w -
Load Dural 135 BCDL 3.0 pd TPI Sid: 2W7 Max BC CSI: 0.0528 Min Bq Widh Ra]_ -
Spadng:2AUMFRS Parallel Det:O W W Rep Fedor Used'.Yes Mm Wap CSI:0.000 Bpnng A is a r;&sudsre.
CBC OiN e:3.WB FTIRT:30(Oyf0(0) Mlg Speeded!Camber Maximum Top LNOrd Fomes PO Py QmI
GCpi:0.18 Plele Type(q:
WIN Dnetlon:t BD WAVE VIEW Ver,,14.02.03.0]1]20 Chards Tam Comp
Lumbar A-8 23 -65
Vd N Set 13B(E00cNn 811/2013)
Top chord 1x4 SP a3 Maximum Ban Chord Fomes Per Py(Ibaj
Bd dhord 1x4 SP a3 Choose TBIN.Cmr,
Lumnervaluseel'138"ume5dedgnvalens, roaso A-C 0 0
113012013 by ALSC
Pool.
In lieu d drueuml panda or ngin piling use pudin5
U,loosely Map chords as follmes:
Chord Spaung(in ac) Slad(b) Ennis)
TC 24 000 2W
Sc 22 O.W 3.00
Appy purlins to any clords athae or blame fillers
a124'OG unless shmen dhelvnse aboue.
Wind
Wine IO 18 based mn MWFRS wilh auditors)UC
ember dor'gn.
AddHlonal Notes
The ouarall height W this i.e.exdudin,ovemengim
1-610.
NOTES:
1.TMS drawing is not aWfiaeM&one for indWdion. Ank mond indrvdime acpmpenpig INe Lauri Jraeing,arcade SCSI 1.03.
should to used in anjundion w0h the mchdecuml parts during invasion
2.Apex TeSMtlegy is a fiddexis name maned by Jax Apex Txhndcgy Inc,Floods CORmMim, Fiona Engireer
Business Nor 75,17-4]45 Sanon Park COun,Suite 402,Jacks mmile,FL 32224-904.821.520D
APEX
MicaG KmlOaski Jeffrey P Amason Naak B Murray
PE ND.6039 PE No.585W PE No.71467
39211TRSTREET Ptya SEON:20380/T2IJACK
39211TH STREETATIJ NTIC BEACR.FL 32233 Oty:a FROM: DRW:
19. wgl:1zfi lEs I ... 1WM14
B
12 T A 22'10'7
6
_o
io
fV
3X4(B2)
T n
1 207n
C
r 4 i18
4, „$
Laatling Cdlarla lw0 Wind Cridedi Sam Cllfmhe(pbm in pam DefdC CriMffa ♦MFWmgm Reactions Obs)
TCLL 2000 WInd51E: ASCE7-10 P9:M CC NA CTT NA PP Dellectim in Isolated lad` lmR IU IRw lRh /RL /W
TCDL ZOD Speed 130 rep, RNA Ca:NA VERTOLLI:NA A 133 /31 /98 /- 10 15.5
BCW 0.00 Enclosure:Closed -mm Ca'm VERT(TL):NA C 57 /- /23 I- I- 11.5
BCDL: 5.00 Risk CMegory:Il S.DuraSo¢N, HORZ(LL):-O.OD4B - - B 103 IB] 158 I- /- 11.5
Des Ld: 32.00 UP - HORZ(n):0.005C - Wind Reactions OaseE on MWFRS —.. -
NCBCLL:10.00 Mean HegM 22.14It Cache l Mlac Cril la Creep Factor.1.5 A Min Big Width Req= 1.5
Send 2.00 TCDL:4.2 psf Bldg Code:FSC2010 RES Mm TCCSI: 0.442 C Min Bm VAdth Reg= -
LDadDuration:1.25 BCDL:3.Dpsf TPISW:200] Mm BCCSI: 0231 B Min is WMM1 R�= .
Spading 24,D' MWFRS Parallel OM:0 W W2 Rep Factas Used:Yea Mm Web CSI:0.000 Bmarq Aie rigid eWece.
CSC Dist a'.300fl FTOT]:3g0y1gO) Mi Spedfad CemMc Naalmmn Top Chmd Forcm Per Pty(IUs)
GC':0.18 Plate Typasy Chards Tena Comp.
Wind Oum0on 1.60 WAVE VIEW Vm:14.02.OJ 0]9.20
A-B 46 -87
Lumbar
Vtlue Bel:13B(ESmllm 6/1/2013) Maximum BM Chord Forces Per Ply(Ill
Top NmW 2x4 SP 03 Chords Tens Caml,.
Bot Awa 2,4 SP M3
L,mberyaluesel"llB-thoodesinvalumappovM A-O 0 0
1I30I2013 by KSC
Paribas
In lieu p mruduial pars or rigid calling use puffins
W laterally brace chards as knows
Chard Speung(inoc) Slargfi) EM(fl)
TC 24 DOD 4,00
BC 45 ON 40D
Appy plains to any chords shave or Was fillers
at 2s'OC unless shown W,enNm above.
pond
Wind Ioaas bash on MW FRS with additional CSC
ember design.
Additional Notes
The overall height ofthis true excluding martang is
2-610.
NOTES:
1.This drawing is m sufdent alma for installed, AMinmW instmpkm accompanying Nis braces showing.Wtlude BCSI 1-03,
should be used in cmjuna'on mad the architectural perm doing installation.
2.Apex TechroIWy is a(vinious name owned by Jm Aper Tedanci Inc.,RorW2 CD achy ire. FWnda Engineer
Business No.]54]-4745 Bunco Pak Could,Suite 402,JaMmrmild.FL 32224-Ow 821.5200 APEX
Miclmel m G Kozlowski JeXmy P AnmaDerek B Munry
PE No.80839 PEN, 59544 PE No.]145]
39211THSTREET PIy:1 SEON20378IT13/EJAC
39211TH STREET ATLANTIC BEACH.FL 32233 OIY 14 FROM: DRW:
J06 PRO,"1 / ... 1MW14
B
T /h 231U2
12
6
O_
m
M
3X4(82)
T A
6',0
1 42V7"
c
c
6'
J1.8
Loading Criteria(pre Mind Coders Snow Cased.ft.Ptln PSF) Damm Coined. AMaxlluea Basest Ila)
TCLL 20.00 Wind Std ASCE7-10 Pg:NA CL NA CAT:NA PP Deflation In lac Use! W Loc R /U IRw /Rr /RL /W
TCDL: Tod Speed 130 mph PI NA C. NA VERT(LL):NA A 199 151 /103 /- /138 15.5
BCLL 0.00 Ercwri
b :Unsaid Lu:NA Cs:NA VERTCrLk NA 0 86 I- 135 /- /- /1.5
BCDL: 5.00 Risk Category:Il Srox Weaken:NA HDRZ(U):-0.010B - - B 154 /131 186 /- /- /1.5
Dal 32M FXP:C HORZ(TL):0.018 C - - Y`AM teactms based on MWFRS _.
NCBCLL; loge Mean Height.23648 Code/Mist Cribra Crim Fai 1.5 A Min Brg WahRm= 1.5
Bard; 2,00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Mar TC CSI: 0.902 C Min Bg War Req e -
Load Wrekon:1.25 BCOL:3 0 Psf TPI Set 20W Mex BC CSI: 0.520B Min Bq We Req- -
Spacing:24.0' MWFRS Parallel Dan 0 to N2 Rate Factors Used:Yea MU Web CS1:0000 Bearing A is a rigid surface.
CBC Dig a'.3008 FTOiT:30(ON10(0) Mg SpedBad camber. 84almtm ToOCroN Fortes Par Ply 06a)
w,0.18 pees Typasl: Chords Tma.Comp.
Wind Weaned:1.60 WAVE VIEW Vac 1/02.03.017.20
Lumber A-B Be -118
Value Sd;13B(Effective 11/2013)
Tap atprd 2x4 SP d3 MWmuea Bot Chord Forces Per Ply(lbs)
Bot anrd 2e4 SP Circles Tene.Canp.
Wm4r ueael'lWua d"gnvaluesappmvetl A-C 0 0
11302013 by ALSC
stages
In lieu of alruauml panda or rigid ceiling use putlins
W levelly b2ce chorda as Winnes:
CM1wd Spsdng(goe) Singlum Ergm
TC 24 000 8.00
BC 70 006 6.00
Apply Purina to my Chortle above or belme fillers
at 24'OC unless green oNerMee above.
Wind
WM I...based on M WFRS unth atltlXianal CSC
ember deg,
Assigning!NOM
The pwrall laughs of this Wsa excluding o amam,is
3610.
NOTES:
1.This dmviy isamsumcimt9meforinsallaion. AdditionalinMmdionawmmnyiWOleImssdr ng,iMude BDSI1-03,
sM1M led used In ouquzdan vnth the mo1itedune plans during inSellatian.
2.Apez Techndrgy is ag ltiaw name mared by Ju Apex TeCM1ndogy Ittc.,FlOMa Lotpwelim, Florida Engineer
ausne55 Ns.Ts47-4745 Sudan Park conn.Suite 402,JaMmmn In.FL 32224-9".821,5200 No 608ozlAPEX
Mi wslti Jeffrey P Amason Derek B Murray
PE No 60839 PEW 585" PE No.71457
3B211THSTREETPly 1 SEON:21115/T16fb1CK
39211TH STREET ATLANTIC BEACH,FL 32233 Cry'. 6 FROM: DRW:
J07 WeL 9.614 / ... 10,W14
12
4 p
03X4 BC
3X4(C3) 10'11"15
2X4(C3) �
N
1 �1ar'z
D
F 8"4 -�
2'2'
Loading Criteria IM Wind CrMda Snow CMerM(PILROPSF) MMSl Cdbdir •Maximum Reactbns ltM)
TCU, 2000 WMSM: ASCE740 Pg:NA 01:NA CAT:NA PP Detection in loc Udet Lilly Loc R IU IRw IRh /RL IW
TCDL: 7,00 Speed 13D mph RNA CD:NA VERT(LLI: 0.001 D 99979 A 111 /22 175 1- In 13.5
WILL 0.00 Enormous:Closed L. MA Ce:NA VERTjl-): 0.003 D 999 79 D 11 15 /S I- I. 11.5
BCOL: 5.00 Rbk Calepay:11 Snow Duration:NA HOFMM):-O.WO C - - C W 124 /1D I- I- I1.5
D»M' 32.00 E%P:C HORZ(TL):-0601C - - - iMmdmadloro bexd on MWFRS . . .
NCBCLL 10.00 Mean Height.taps it COM I Mlsc Cr Creep FecloT 1.5 A Min Bq Width Rp= 1.5
Sol 200 TCDL:4.2 par Bell,Cada:FOC 2010 RES Mar TCCSI: 0141 D MNBq Wdrhfulal
Load Duration:125 WO-:3.0 sof TPI SM:2007 Max BCCSI: 0.052 C M'm Bq Wdh Req= -
SpsM,:24.0- MWFRS Pwalld Dial:O b W Rep Factors Used:Yee Mss Web CSI:0.052 Bearing A is a I suit..
CSCDist a:3.004 FTIRT 3D(0y1 D(0) Mfg Speofied Camber Maximum Top CM1ord Forces Per Ply(Ial)
GCpi:0A Pleb Type(q: Chance Tens.ComP. Chords Tens,COMP.
WmiDuralion:160 WAVE VI EW Ver:P,02 2b
A-B 195 -216 A 10 -26
Lumber
Vi Sm:138(61frocne&12013) Maximum Bot Chord Forces Per Pry(Iea)
Top MDrd 2x4 SP 03 Chards Tens.Comp.
But Mad 2x4 SP N
:Rt Slider 20 SP t3:BLOCK LENGTH= 1750 A-D 0 0
Lumber value art-13 B"uses design values approved
1130120 13 by Al-SC
Pursers
In lieu of structure Panels or rigid ceiling use Immix
to laterally erez chords as felon:
Chad Spads,gn at) Summit) End(b)
TC 24 0,00 2.00
BC 24 D.00 zoo
Apply pumme to any c1aNs Mews ca Wear fillers
at 24"OG unless shown dhaverse sexual
wind
W M Ia ds besetl cn MWFRS with torsional CSC
emberdesign.
Leflconaleverlrexprsedtowind
Additional Notes
The overall height of the truss excluding overhang Is
1-2-5,
NOTES:
1.This traveling is not sugidem alons for irvsbllatm. Additional Intimidates areanpenying this true drawing,mature,BCSI 1-83,
should he usual in wnjuncfian with the erchibtlural plans duns,installation.
2.AFex Tx ndWyIsafi KiwsnameownMby Jax Apex T¢ ndoyy Inc.,Flonde Cminretioa FlarvJe Ewineer
Business No,75 7-4745 SUMn PeA Coun,Suite 402,Jacksonville,FL 32224-90ar.82152M APEX
MrliaN G KodusurN JMrey P Amason Derek B Murrey
PE No.60839 PEN. 58564 PE No.71457
39211THUREET PIY:1 SEON:21H]IT25IJACK
39211TH STREET ATLANTIC BEACH,FL 32133 DIf 1 FROM: ORW:
JOB Wp:15A IBe lOyi
12
4 p C
;4-
117"15
=3X4(C3) '3X4 B c ��yY� -
=2X4(C3)
1
/h 10'1"2
4' "8
4' "8
LoWkg Cdledr lss0 Wind CHbeHa Snow Crude(Pr in Pat DeNC9icN AM= OmRsa m)4s)
TCLL� 20.00 Wind$ILL ASCE 7-10 Pg:NA Ob NA CAT;W PP Defection in toe udeB LA{ Lae R 1U I Bw /Rh I RL 1W
TCOL: 700 Speed, 130.0 RNA Cam VERTILL): 0011 B 999 240 A 154 /31 1100 I- lO 13.5
BCIL 0.00 Eotlawre:Caused L. NA Ca:NA VF_RT(Ty: 0.022 8 999 180 D 43 1- l 9 I. I- 11.5
BCDL: 500 Risk Category:11 Scow Duration:NA HORZRL); 0.00]B - - C 78 148 l37 /- /-
5
Des CL 32.00 _ :C HORZCreep Facer.
- - A Mibtlieial WMR,= 1.5 S
NCBCLL:10.00 Mean H 2puiS.COfl Code
Cods: BCCbRaftM Creep Fetlo:10. A Min B9 Width Reg= 1.5
SOMI: tion TCOL;4.2 put Tot COtlM7 20W RES Mai CSI: 0.252 D Min Bq Width Ree= -
Loadn,24.0 L25 Bi3.0Ppsi TPI Postal
200] Max BCCSI
: 0.130 C Min Brg Width Rege .
SsdrM:24.0' MWF RS Parallel del:O101ull Rep Fedds Uaed Ym Max Web CSL0.133 Bmnrq AiaengN wdea.
CBC Diel e:3.00 ft FTIRRate
WOO,ps(s):0(0) Mfg SpeclfieO Camber: M mum Top CMN Forces Per Pry pm)
GCpi:0.18 Plate Type(sl: Classes Tem.COmp. Chords Tem. Comp.
Wine Duretion:150 WAVE VIEW Ver:14.@.03.0]17.20
Lumber A-B 422 -458 B-C 25 -40
Value Set'.13B(ERwAvia 6/1/2013)
Top chord 2x4 SPa3 M=mn But CMN Forays Par Ply(IM)
But chord 2x4 SP a3 Z sh, Ten.Comp.
:Lt Slider 2x4 SP N:f:BLOCK LENGTH= 1759 A-D 0 0
Lumber value am'13B"uses design values appmved
1/3(1/2013 by ALSC
Purlins
In liw of s haturel Panels or Haiti ceiling use Wdins
to Immusly prem chortle as holders
CMN Spainggn mSubmit)) S ) EN(fl)
TC 24 600 400
BC 40 000 4.00
ApP1y Pudins to any chards Boors or below Muner
at 24.OC amara shown Nherwiu BMve.
Wind
W nd bads based on MWFRS wth additional C8C
amberdesign.
Len cantilever is exposed to wind
Additional Ndm
The of height of this tmm excluding ovemarg is
1-1U5.
NOTES:
1.This mewing is not su fuenl alone for Installation. Additional inalvtlians accompanying this/mss drawing.include BCSI 1-03,
should be used in anjum bon with the wernsc ural plans during installation.
2.Apex Technology is a fcfliaus name owned by Jex Apex Tedmi Inc,Forms Consortia. Flonda Engineer
Business No.7547-4745 Sutton Park Chun,Suite 402,JacksanNlle,FL 32224-904.8215200 APEX
Michael GK Iowski Jeffrey PAm. Oerek B Murray
PE Nm60839 PE No.58544 PE No.71457
39211THSTRGUPly:i SE0N:211191 T59 I EJAC
39211TH STREET ATLANTIC BEACH,FL 32233 py: 5 FROM: ORW:
J09 VP8210 I ... 10001E
4 L C
11'11"15
, g
)4(C3
2X4(C3AN
L yI
m101'2
I 5' T
5' 51'8
L ag CMarla let WlaO cried. Saaw CrBeda joi in PSFI Da8/CSI Criteria AMaxbnam Reedblu fibs)
TCU: 20.00 Wind Std: ASCE]-10 Pg:NA Ct NA CAT:NA PP Ddledion in doUde, l/N 1O R IU IRw /Rh IRL IW
TCDL 7.00 Bpeed: 130 mph KNA Ca:NA VERT(LL)'. 0.022 B M 24D A 194 140 1116 /- /58 13.5
BOLL: 0.00 Endoaurt:Closed Lu:NA Cs:NA VERTUL]: 0.0458 999 180 D 58 1- /24 1- I- 11.5
BCOL', 5.00 Risk CaNyo,11 Srew Duration:NA H0RZ(I-Q:0.0158 - - C 102 159 IN 1- 1- 111
DesW 3200 'UP:C -H Z(T-)00328 - - Wind reanmi.baxdon MWFRS
NCBC111000 Mean Height:15.00 it co.IMbc CMM. Creep Fedpr 1.5 A Min Brg AAMRxj= 1.5
SOlft 2,00 TCDL02 pal Bldg Cade:FBC MIO RES Ma TCCSI: 0.404 D MlnBMWtllM1Rea= -
LaadDurefioo:135 BCIX:3.0 pd TPISM:2007 Max BC CSI: OMS C MinA m WMM1 Rep=
Sped 24.0' fini Pareflel DA:KR to M1 Rep Farfara Used:Yes Max Web CSI:0.1]] BeannpAue rigid sudre.
CBCOvo. 3,00H FTRTT:30(0)110(0) Mfg Speeded Camber
GCp'.0.18 Plain Type($): MWmum Top nnp. Fortes Per Ply Qhs)
Wind Deal 1.80 WAVE VIEWVer 14.0203.%1]30 A-BChooTena Comp. B-CCiturTena.Camp.
Lassiter
A-B 59 -614 B-G 34 -St
VAue Sd:13B(EeecfiWs8 M13) Maximum But 0hord Fors,s Per Pty gbef
Top hard 2x4 SP#3 Chance Teas.Comp.
Bol chord 2x4 SP M3
:Ll Spider 2x4 SP N3:BLOCK LENGTH= 1,750 A-D 0 0
Lumber vise sA"136'uses design values approved
100/2013 by ALSC
Pudins
In lieu of drudurel Pans or rigid andi ng sae arms
Us MIeRLy fires,droNs As b11ow.:
CMM Spadng(in ac) StMlfl) EM(fl)
TC 24 0.00 500
Bic 60 000 500
Appy purine to any chords above or beam fillers
A 24'OC unless sboen Ahersese above.
Wind
Wind bads based on MWFRB Won addNonM C&C
memMr design.
Ln arnluever is exposed 10 WPM
Additional Nola
The Overall ntight W this floss extruding osemang is
2-2-5.
NOTES:
1.TNs denting Is not sufiaeM Arms for ireldlNOn. AddNan indrvdions an'umpanyio,the truss drxnng,inGWs BCS11-03.
should W wed in conjunction said the archilWund plans during inslAlAion.
2.Apex Twlmdogy is a firmous name oxnW by Jaz Apex TswPmPNy Inc,Flonde CORrorAion. Flanda Erfiinar
Blueness N0.]5a]-045 SUHan PM Court.Suite 402,J aonWne,FL 32224-904.621520 APEX
Mined G Koduvsis Jnrey P Amason D kBA4umay
PEW 6039 PEW 56544 PE No.]145]
39211THSTREEt PIY1 SEON:21111 IT171COMN
39211TH STREET ATLANTIC BEACH,FL32233 Oly:4 FROM: DRW:
AS W9C 841N 1 .. 10109114
12
8 1112X4
� B
T
� o
3X4(B2)
A FD6
j 10 410'1"2
112X4
2r
♦ 2t 'I♦
Loading CWede lFne WindCrbada S.Crfmrla nF,M PeF) sC da A Madmpm Forctions(Ibs)
TOLL: 20.00 W'md Std: ASCE]40 P9:NA GENA CAT: PP D.Betlion in Im Udd lW Lac R IU /For IAn /RL IW
TCDL: 7.00 Speed: 130 mph PI:NA Ce:NA VERT(LL):NA A 60 17 135 /55
9CLL 0.00 Endowrc:Owed Lu:NA Ce:NA VERT(R):NA C 63 /31 142 /- /- 115
BCM: 5.00 Risk Calegory:11 Snow Dumfion:NA HORZ(LL):-0.0000 - - Wird rtacdwu loses on MWFRS
Des Ld 32.00 ERP:C HORZ(TL):-0QDJ-B - - A MIn Bo,Wdh Rea= 15
NCBCIL 1000 Mean Height:15.00 d Code I MMC Criteria Crisis Pass.1.5 C Min Bq WSdh R,= -
Sort 2.00 TCM:4.2 pd Bldg Code:FBC 2010 RES Mu TC CSI: D.097 Beam,A is a rigid surface.
Load Duration:1.25 BCDL:3.0 pal TPI Std 2007 Mmt BC CSI: 0.050
SM61:240" MFRS Pandial Did:M3 b N Rep Factors Used Yes Max Web CSI:0.032 Maximum Top Chord Fortes Par Ply(lbs)
CB.CDida:3.00d FTm:30(OYlo(0) Mfg Specified Camber: Chords Tane.Corn,
GCPcOA8 Plate Type(s): A-B 21 _W
W1q Duration:1,60 WAVE VIEW Ver 14.0203.071730
Unnber Maximum Bq head Forces Per Pry RIM)
Value Sm:13B(EaeUve 61112013) Chorda Ten>Comp.
Top dprd 2,4 SP as A-C 2 -3
Bol dlak 2x4 SP 03
Webs 914 SP M3
Maximum Web Fomes Par Ply Ills.)
WQeel"t3B"ossa designvalues apprcved Wats Tem Comp
1pO1201301J b)yALSO
Purlire B-C 76 -52
In lieu of drvdutal Funds or rigid tailing use pudina
to laterally Ma,e chords as Recent:
Coord Speongfnoc) Smdla) End(0)
TC 24 0.00 300
BC 22 006 2,00
Apply pudina to any droNs above or halon filler,
at 24'M ume55 shown dhereixe above.
Wind
Wind bads based on MWFRS with additional CBC
emberdesign.
AMM.nal Nota
Theo nal hagM olthis truss exdWing avemalgis
1-610.
NOTES:
1.TMS drewis'istWaulhdentabne IainstelM4on. AddNmalin.ry iansaccompanying Mis Imssdrawing.iWude BCSI1-03,
should be used ar mniunabon wird the aNWedunl plena duNg mdalbtion.
2.Apex Technology i"froodus name oxned by Jaz Apex TedmdoW her,More.CogomSon. Florida Ergine.,
Business Na.7547-4745 Salon Pad Caud,Suite 402,Jaron elle,FL 31224-SIM 821.5200 APEX
Midral G Koaloeski Jeffrey P Amason Derck B Murray ®"
PE No.606J9 PE No.58544 PE No.71457
39211THSTREETPIy:2 SEON:211%ITSICOMN
39211TH STREET ATIANTIC BEACH,FL 32233 Gly: t FROM: ORW'.
TOt X65 Wgl:%9.61bs l ... IUW14
3Ttx F s + sCu 13xs F 16 6 tss'n 23']"1 F 2r 291 V4 _ 33 ..
' � 31"tx Ytffd 5a 3'0"15 S39 79'11 3'3'11 35") 3'9'15 21Pd 3'142
12 �`1 D E � i H I ml
TB K
NNZL "
m9151B L.5)11 T —02!
W V U mT 8 D P O N M
Ti3T
S
3 C 941 tY 111��P1�� 18'6' Mt'3 21' �,g 2T Yr
1210.13 2~Yd'9
Loading Criteria mins Wind Carbide Snow Critada(FILA in PSF) omcsi Crtada 1 Masimum Relations itis)
TOLL: 2000 WrNSId: ASCE7-10 Pp:NA Ct NA CAT:NA PP 9enerpan in be Uden LW Led R IU IRw IRh IRL IW
TCDL 7.00 Speed: 130 mph R.NA Ce:NA VERT(Lq: a.317 G 999 391 A 25M 11225 I. I. 1- 16.5
BOLL: 000 Erdoaum:Closed Lu:NA Cs:NA VERT(TL): 0.804 G 652 391 L 2538 11225 I- 1- I- 15.5
BCDL: 500 Risk Camps,11 Snovr Duration:NA HORZ(LL):0.080 M - - Were leaclbcne based on MWFRS
De Ld: 32.00 EXP:C- — HORZ(TL):0.152 M - - A Min Brg WMh Reg= 1.5
Ni 10.00 Men Height 0.008 Codel Mlsc Cribi Creep Fectae 15 L Min&g Wmh Reg= 1.5
Sd@ 200 TCDL:4.2 not BI6g Cade:FBC2010RES MaxTCCSI: 0.691 Beatings A B L are a rigid pulses.
Load DumSan:1.25 BCDL:30 osf TPI Std:2007 MakBC CSI: 0.987 um Top Chains Ferce Per Ply)ImI
Spent,240' ~RS Parallel 01st:Oto N2 Rap Factors Used MWm
Yes Man Web CSI:0.374 MadroChoraft Tena Comp. CMNs Tons. Comp,
CBC Case a:3.0D it FTRT:30(0)/1IX01 Mfg Spedfied Calendar.
GCI:0.18 PMM Type(ap. A-B 10/5-MG G-H 1756 -3531
Wad Duration:150 WAVE,HE VIEAl 14.02.03.0)1].20 B-C lin-2410 H-I 16% -3336
Lumbi PMI(SM1MTable C-D 1415-2871 I-J 1415 -2871
Value SeLIN(Eifactha&18013) Jf plan Lalaral CMN a plate Ldaml Chord E-F n%-1531 K-L 1035 -2216
Tao chod 2x4 SP M2 No Size Shift Bite No Size SbM Bite F-G 17%-3%1
Bel chord 2x4 SP M-30 B220 SP Al 1111 3%4 S 125 (291 3X4 S 125
Webs 20 SP g3 Pudins Maximmn Bot Cheap Foraas Per Ply ilial
Lumber value el'I W uses dedgn values approved In lieu of muddled panels or rpN ceiling use purlins Chord. Tins.Comp. CMN. Tens, Comp.
1IN12013 W ALSC to mildly Mca chords as follows:
Cheap Spacin9lin Oc) S1a010) End(fl) A-W 1918 -928 113388 -1647
Na11npM1 TC 26 0.00 33.00 W-V t9Z! -937 0-P 2@5 -iM7
NNI Schedule 0131'x3",On.role BC 01 006 3294 V-U 21%-1019 P-0 2925 -1447
Top CMN:t Rare, @1200'a.c, Apply pUrirm to any ctwNs above or below Plans U-T 29.5-1447 0-N 21% -1018
BM Chad:1 Fee, ®129V'o c. d 24'OC unleu shvxn offmwiss soave. T-S 2925-1447 N-M 1927 -313
Well :1Rm, @4roc. S-R 33%-1677 M-L 1918 -928
Uunguaspaon91etrszze .smdIaU brmla Wind
in lac,rox to avoid Sitting Wind bads anti madamr.based on MWFR3. Maximum Web Force Par PIT(11m)
Specal Loads Additional Notes Well Tons Comp. Wall To., Comp.
(Wimpnr Our
ita1126 1 0.0U1aPlain
Our Fee 15) The overall aright M this excluding avaM1ay'a W"8 tU -1& R-H 232 -116
T�FromTO From 26 pita 600th 2061 2700 1&10. B-V IN -1% H-0 %1 -344
P pit C-V 180 -47 1-0 %e -203
TO Fran 56 pit at 27.00to S6pit a 3300 C-U 982 -SDS I-0 361 -
BC We
-From tO pit al O.00to tO pita 801
BC-From Spit at 60110 Spit d 28.99 U-D 303 -605 O-J %2 -501
BC-From 10 pit a1 259910 10pitd 3300 0- 591 -'M! N-K 269 -1&
TG 130 b Car.Lead at 6012699 S-E 201 -3M J-N 189 -47
TC- 154 In Co..Leadst 806,10.06,1206.14L(e E-R 232 -116 K-M 105 -184
16,06.16 .18 M,20 Ed 22."2494 G-R 174 -216
BC- 468 to Cam,Leon at 601,26.99
BC- 861E Car.Land at 8.06,10(N12 E14.06
1606,1694,16.9e,20.94.22.9Ui
Plann9 NOha
All pales am 3x4 nozzle as noted.
NOTES:
1.This coming is rel sufmanl abne for installation. Additimd Instructions acwmfanying Nie tress draMng,include BCSI 103,
should be used in cmrynpbn with IM a el i ectural plans dumg installation.
2.Apex Tecbndogy is a ldiliaus name mvned by Jai Apex Tmhndegy Inq Flmide Cmpaaion. Flonda Enpner
Business No.7547-4745 Sutton Park Coun,Suite 402,Jod sonWIM,FL 32224-901.8215200 APEX
MidNelGKaxbe,aY
John,PAmeson Derek B MUM
PE No
PE No.61039 PE No 505. .71d57
39211THSTREET Ply.1 WON:M0,1I T49 I COMN
BE
39211TH STREET ATLANTIC ACH,FL 32233 Oft FROM: ORW:
T01A will,156.BIba 1 ... IMW14
tsrte 1 21 V9 zr 33'
489 5'09 4�y 5'119 8
- ] 4X1M R F'�
6 T3
,
T Y�
PI la)
x� IGI
�.3%yB2YA .3Y41G,
T -
P -a x asS @ ,I
k- -1-10 1rtlR��
61"1
a1^Iz t4a5r1'41z1
1 tTssse 5.4-TI C 59-n 6Yr2
14 11
Loading Centralia laa0 Wind CrItarla InOmcriterla(Pgmwnn DSNCM Criteria AMadmum React (Iml
TCU 20.00 WiM d: ASCE7-10 Pg:NA CL NA CAT:NA PP Oeflesion in Im UtlaB IJO Loc R IU /Rm 1Rh /RL IW
TCIX TW Spee: 130 mph R.NA Ce:NA VERT(LLk 0.075J 999 240 A 794 1325 I- /- /- /5.5
BOLL: 0.00 East num:Gored Leek Csr NA VERT(%): 0.150J 99992 M 31119116601- /- I- /5.5
BCDL 5.00 Risk Cassidy:11 S.Duration:NA HORZ(Uk 0.062H - - 1 1035 /431 I- I- I- /15
Dee LQ 3200 EKP:C - HORZ(TL):0.110 H - - WM reactions tweed on MWFRS. -
NCBCU 1000 Mean Height:22.648 Coda l Miss Criteria Corp Fadm 1,5 A Ming Width Ree= 1.5
Wit 2,00 TCU. 42 pet Bldg Cade:FBC 2010 RES Mm TCCSI: 0A30 M Min B,WiMRag= 43
Load Oum6n:1.25 BCDL:3.0 pat TPI SM:2007 Mai CSI: 0.993 1 Min B,Widal Reg= 1.5
Spat 24.0" MFRS Parallel Dem:0 to M12 Rep Factors Use:s :YMax Wet CSI:0.78] Beemga A,M,3 l am a tged scan.
CIC DM a:3L30 ft FTART:30(OY10(0) Mg Spedfied Oamber: Maalmum Top CM1ortl Fames Par Ply(the)
Will
AVTypye): CMNf Ten.Comp. Closely Tens. Comp.
Will Duration:1.80 WWAVE,HIS VIEW Ver:14.02.03.071].20
Lumbar Pldlrq Nmes A-B 513-1331 E-F 1692 -]TB
Vain Sefl3B(EffeNaell/2013) ("")1plme(e)reguirespeddpoaitioniN.Re W B-C TV -40.5 F-G SSB -891
scale to Not tar special g C-D 1682 -7W G-H 665 -16&
TCPN0N ad SP N2:T2,T32vA$P M-30: pia TA pasiWrvn
Bot Nord 2x4 BP p2 reauiremems. D-E 1692 -]CO M-I 713 -1T/1
Webf 2x4 SP 43 Plate ShM Table
:RI Slider value
SP N3:BLOCK LENGTH= 1500' Madmum Bot ary, Force Per Ply o(Its)
Lunither thy sh"13B"uusdesign values approved JT plate Laleral CMM Jf plate Le SM CM1md CMNa Tena.Camp. CMNs Tam.Cann.
1/302013 by ALSC No Size 50i8 .50 No Size SM BIte A P 11M -4,18 M-L 813 -SQ
110) 4X0 250R 1.50 [15] 6X8 2.00E 200 p 0 1145 -451 L-K 830 -307
Seattle, [22f 4X5 2002 1.50
memiernuoua Nlmdl rtsimiM x<tl on O-N 380 -119 K-J 1459 -562
member. egueryaP Purlln N-M 380 -119 J-I 1433 -S/
a lieu of saixtural panda ordpH ceiling use Wrlins
Spacial Loads to infirmly bran choms as iollmys: Maximum Web Forms Per Pypbf)
CMN Sparing in act SWI(ft) EM(81 Wets Ten.Cone, Webs Ten.Canp.
-(Lumber Dur Fac=125/Plate DucFac=125) TC 24 am 33.00
TC-From 66pffat 000to 56 pfd 600 BC 90 ON 33.00 B-P 5611 -144 M-F 1214 -2022
TG From 28 pit aft tt
5 M
00 to 28 Of 9.03 Apply palins to any cNa drovewhom or fillers B-O 399 -926 F-K 647 -124
TC-From Wpit h 2].00 to 56 pith 33.00 al24"OC unhom h ran otheniu above. 0_C ]]II -910 K-G Z!5 -]
BG Fmm 10 Af At OWto intoner 601 C-M local-23% J-G R5 13
-7
BG From 5plt at 601t, SpMm 28.99 pylori
BC-From rental 28.99ro 10 Of a1 33.00 0-M 462 4t0
TC- 13016Conc Lpadm 601 Wind lolls and narlions base an MWFRS.
TC- 1501b Cone LOadat3.W,1006,12.06,14.06 Right nndlever is exposed twin
TG 1321bCmc.IpMm18.O8,i891,1894,20.94
M94,24 94 Additional Notes
TC- 11616Coz.Losideri The overall height dNis twits,exduding ovnM1an915
BC- 4601bConc.1-peat 66
1
3.g 10
BC- 361b Con,Meat 806,1006.12.06.1406
BC- 7616Con,Mnd,416,06.16.94,1694,20,94
22.90,2494
BC- 579 to Con,Loa]at 2699
NOTES:
1,TNadeemingtsnmwffo--ent Ml -IOrinstallation. AWitmdInWmdionsa mpenyiytMalmss Neving,iMudo BC511-03,
Noold we used in cmlurKhormith the amli a sural plans during irraliation.
2.Apex Te nclogy is alistener name more by Jam Apex Tormal ylpc„Flords Corporation. Flonda Engineer
Bminees No.]54]-4745 Sepn Park Count Suite 402,Jewson IIe.FL 32224-904.821.5203 APEX
MidtalGKotlwnki Jeffrey P Arneson Dnek B Munay
PE No.60839 PE No 56514 PE N0.71457
39211THSTREETPya SC-0N:2MW/T40ICOMN
39211TH STREET Ai BEACH.FL 32233 Oa/:2 FROM: DRO:
T02 Ogl:1M.01bb I ... IMW14
4'1tl9 @ 18@8 1@ 183'( 29 2@19 33
' r1@T + 3.19 sass 3�y4 4'3-r 8i^rT
eL O say,
�G
T 13
6 �
.2YA B H 2YA
.4K4162)A '..&KBn
l �
•N !M mL -K mJ
41"4 3'1V'0 46' 4'6' Ti @1062
@1"12 12 1H6' 21' 241006 38
Loading CMmie 11M WindCabinda Snow CriMrM'Panes Pell Gems Covert. ' AMadmun Rextlasm llbbl
TCLL: 2000 Wntl Sid ASCE7-10 Pg:NA CL NA CAT:NA PPDellea in Im Udall L Lm R IU IRw IRh /RL Its
TCDL: TOO Speed:130 mph Ph NA De M VERT(LL): 0.192 L 999 394 A ION /4M 14M /- IIW /5.5
BOLL: 0.110 Enclosure:Dosed Lu:NA G:NA VERTQIJ: 0.377 L 939 391 1 1003 /4M 14M I- l- 15.5
BCOL: 5.00 Risk Cedric, / Scow Database:NA HORZ(LL):0.061 J - Wntl...a bben on Mal
Desk, 3S WW EXP:C HORZ(TLk 0.149 J - - - A.—Min 8,With Reg= 15
NCBCLL:IOW Mean Height:23.14 fl Castle/Misa Cdbea Creep Factm:15 I Min Bq Width Reg= 15
SdM: 2.00 TCD_:4.2 Pd Beg Code:FBC2l11DRES Mai 0.774 BeeengsA&lareadgic sudaw.
Loeb Mae.:1.25 BCM.30 Par TPI Std: 2007 Man BCCSI: 0.901 Maximum Top Chord Forth Par Py leq
Spot 24,D' MWFRS Parallel Dal:O b hR Rep Faptas Uaea'.Yee Mex Wee CSI:0.MO Mae.ice Teo Comp. CWrda Tly(ft) rap.
C&C Did a:3.30 fl FT/RT:30(OV10(0) Mfg SpedRee Derne0n
GCpi0.10 Plate Tyixi A-B 98-199 E-F 1073 -2061
Wind Duration:180 WAVE VIEW Ver.14.02.01 B-C 009-179 F-G MS -1566
C-D MS-I568 G-H 000 -179
Lumber
D-E 1073-281 H-I 93! -19Z!
Value SH:130(ERMive 6/1/2013)
TOO Mord 2.SP M Maximum But Chord Fomn Per Py(le)
But Mad 2x4 SP e2 Chorda TeneC p. CWrds Tens, Camp
-
Webb M4SP0
Lumber value ext"13B'uses deapn issues approved A-N 1M4 -768 L-K 249 -90"
11=20131y ALSC N-M SNS -902 K-J 2049 -9M
M-L Soup -942 J-1 1M6 -7561
Ptalna
In lieu of nuctad pends or rigid aiMg use poems Maximum Web Founder Per Pty(bb)
to lassudy bare Chords as Follue, Webb Term Camp. Webb Ten, Comp.
Chord SPadnEaroc) Smn(8) grain)
INC 24 000 3300 B-N 148 -145 L-F 239 -IV
BC 76 ON 3294 C-N 500 -221 F-J 322 -00e
Apply purlins to any clow dice or bracer fillers N-D 3061 -6M J-G SW -Yat
x124'OC unless slwxn aheawpse above. D-L ME -19 J-H us, -10.5
Wind
WIN loads based on MWFRS with additional C&C
ember design.
scenarist Nines
The ove211 height W this hums excluding om,hang is
4610.
NOTES:
L This drawing is her sufficient done for installation. Male onMih mdiansa mpanyingthsir dra ng,iWuda BCS11-03.
doral be used in conjunction with the architectural plans dung installation,
2.Apex Techno yIs afictitious nage awmd by Jmt Apex Technology Inc.,Florida Caporalpm. Finch Engineer
Business No.7M7-4745 Sudan Park Count,Suite 402,Jxluarnills.FL 32524-904.821.5200 APEX
Michael G Kazioesd JeKrey P Amason Ou"BMumy
PE No.60N9 PE No 50544 PE No.71457
39211THBTREET Ply. SEFROM:GN:29408/T54/COMN
39211TH SITEETATLANTIC BEACH,FL 32233 (Hy: ORW:
T03 Will1be / ... 1009114
6YY12 to 18@' 23' M119 33'
6YY12 3'11Y BB' 8'8' 3'11Y B'a'12
- T
13
B
E
A2%4 0 f yN
p
1=4�SazN c.4z4�ez�
2 �mr
=L =K =J =I =H
to z 4B- 4r' z 1a
10 17 10'4 21' z3 3Y
Loading clear'ling WrW Cried' Bno Cin (P9Mln PSM UelgD9l Ghana AMaidnum Reactions06s)
TOLL: 2000 Wind SIE: ASCE7-10 Pg:NA D:NA CAT:W PP Detection in be Udl UX I.ac R /U IRw lltull /W
TCDL: ].00 Speed: 130 mph PINK C :NA VERT(LL): 0.157 0 999 394 A 10831343 /4931- /12915.5
BCIb 0.00 Enclosure:Cloud W:NA Ce:1'U VERT 0.308D 999 394 G 1083 /343 /4931- /- /5.5
BCDL S.Oo RN,Cate9my:II Snow Durable:NA HORZ(Lq:0.065H - - Wind reactions bash on MWFRS
0ea td: 3200 E%P:C HORZ(TL):0.127 H - - A Min Brg Wdlh Req.=_1.5
NCW1110.Oa Mean Heigh:23.84 it COM I ell Crga1' peep Farm:1.5 G Min Brg With Req= 1.5
Sage; 200 TCDL:4.2 pd Still Cade:FSC 2010 RES MeaTC CSI: 0.628 BeempsA 8 G area rigid surese.
Load DurMim:135 BCDL:3.0 pad TPI SW:AOT M M BC CSI: 0.970
Sposca Qd.o" MWFRSPamlld Didlit h Rap Fxdma Used:Yu Mal CSI:0258 Maximum Top ChwE Fomea Par Ply IeM)
CBC Did in 3.3011 F71RT:3D(OV1q'O) Mfg Spossied Camber, Chorda Tana.(;Omp. Chmae Tana. Comp.
GCP:a.18 F1Me Type(s); A-B 923-19W D-E 954 -1731
Whet Dureem;1,60 WAVE VIEW Ver.14,02.03.0]1].20 B-C 054-1607 E-F 854 -166]
Lumber C-0 954-1]31 F-G W -1907
Value Set:13B 1Eeectlw 01/2010)
Top mord 2x4 SP a2 M'xhnum Bot Chard FOKBa Per Ply(M)
Bot Mord 2x4 SP 43 CM1Ords Tena.ComP_ Chords Tens. Com,
Webs 2x4 SP ad A-L hill
Lumb Mueml"130"useade&gnvluwappmwd L-K 14$1 -W 1- 1 1451 5%
1I3O2013b ALSC H 1451 -SLB
Y K-J 10.51 -590 H-G 1825 447
Purine
In lieu 0d emotional ponds m right!cairn Maximum Web FMa»Par Pry pee)
Buse pectin' Webs Tond, omp. Webs Tens. Comp
.
b Itlted erasengrder)as dallStat
CTlwrtl Spaorg(in al SC 24 OOOI naw B-L IDB -265 J-E 418 -203
C-L 316 -61 E-H 305 -61
BC 99 OW 32.91 C-J 410 -M A 2IB -235
ad 2N OC
shoran caeme or MowfiAers D-J 261 -390
at 2d"OC unless ativwn NM1emse mow.
Wind
Wind loans based an MWFRS Win additional CBC
member deign.
Additional Notes
The owning height of this nuns dochamg onarl is
5610.
NOTES:
I This tlrevnng is not sufficient erose for instala00n. Addhiona'instrudimsa®mpanyiWNsG dmwing,iMude BCSl1-03,
should be used in conjmtcrm with the architectural plans dul Installation.
2,Apex Technology Is a 5ci ious name qwW by J.Apex Technology Inc.,iii Corporeal Fbrde Erglner
Business Na.]54]-4745 Sutton Par,Cour.Suite 402,Jecisonille,FL 32324-904.821.520' APEX
MiUxI G Koolowso Jul PAmeson Gere,B Murry
PE No.00839 PE No.50564 PE No.]145]
39211THSTREET Plyt BEDN:20414 I T50 I CO..
39211TH STREET ATLANTIC REACH,FL 32233 DM 10 FROM: DRW:
T1 WM:185.211 I ... 10ANI
5T -8109 1118 107 21'11'8 N19 2TY 33
ST S88 ZI.15 SBY 358 21"15 338 59"
TIE mass
12 /3G 0 F\3K4
c Grew
is
Im B Hi2W
.4182)A 1 .11121
aT
wN - M •L sNO Is -J
SSiz 8C4 4;- a8- 484 M12
8'3"tz 12 188 2r 2454 3r
Leading CrbMatW Wind CrNeNa S.CMaM(W.P.n Pse DPWCSI Chat A Maximum Reacgam iMq
TCLL: 20.00 Wind SM: ABLE 7-10 Pg:NAD:NA CAT:NA PP Denarkon in bo Udell IM Lac R 1U /ft I RM1 I AL IW
TCDL: TOO Spatia:130 mph PF.NA Ce:NA VERT(LL): 0.176 L NO Mia A 11M 1333 1407 1- 1212 15.5
BOLL: 000 Enpmum:Dowd Lu:NA Ca:NA VERT(TL): 0.323 L 999 3% 1 11M 1333 14671. 1- 115
BCDL 5.00 Risk Calegmy:11 Shaw Deal NA HORZ(LL):0.681 J - - WIN reactions losed on"FIRS
DO La: 34.W 1EXP:C 11DR2iTy:0.149 J - - A Min Bq WOO,Red= 1.5 .
NCBCLL 10.00 Mean HelgM 25.Z6B Cadol MlsLCrosda Creep Faw¢18 1 MMB,MIIdm Rd,= 1.5
SaIM: 200 TCOL:4.2Pal Bldg Cods FBC M10 RES Mar TCCSI: 0727 Beam,rABlarean,donface.
Load Duration:125 BOOL.3O W1 TPI SM:M7 Mai B0051: 0.9M MnImMn Top CbeM Forum Per Pry(IM1Q
Brad, 24.0- MWFRS Parallel Det:hR to h Rep FSMOM Used:Yes MaiWab CSI:0.035 CMManek. ToC hennne. Forces;
ChoolTO.. Comp.
CBC Dot a:3.300 F-Myt 30(0)110(W Mfg Sppla Cwber
GCPi:0AS Plele Typs{s): A-B BBB-21" E-F 6W -1430
WIM Duration:1.60 WAVE,HS I VIEW Ver 14.02.0.W17.20 B-C OZ)-1949 F-G 029 -1853
C-D OD-1865 G-H m -1990
Lumbor D-E 683-1433 H-1 NO -2148
Value Set:13B(Effect 61112613)
Too ceded 2x4 SP g2 Maximum Bal Chood Forum Par Ply(11)
Bol rlwrd 2x4 SP Coat Tena.COmp. CMN. Tens. Co.,
Webs 2x4 SP
Lumber Value not-13W uses died,values API.,,al A-N 1041 -6138 L-K 1564 -561
113012013 by ALEC N-M 1561 -Wt K-J 1561 -581
M-L 1560 -501 J-1 1842 -60!
Purlins
In Ileu of area lues Panels or raid uillng use Pumns Maximum Web F...Par Pty(Ibs)
to laterally dace cMMs as rollans: Webs TbheC p. Weak Tens, Comp,
CMM Spaung(inac) StaNifl) Enchn
TC 24 000 3300 B-N 223 -Zed L-F 299 -524
BC 100 ON 32,941 N-D 317 -103 F-J 316 -IN
Appy Purina to any Chords above or belawlllers O-L NO -624 J-H m -2M
at 2P'OC unless shorn aberwim above. E-L 921 -3W
Leading
Truss passed cbttk for 20 an addbional Whom
cbaM fve IoM in areas with 47'-0igb x 24--rHde
Gearence.
Wind
Wind loafs based on MWFRS who additional C C
emberdesign.
Additional Nolen
The overall M1tied of Mis buss extluaing warfare is
6410.
NOTES:
1.This domain
g Isnot a,a ions alone for installation. Additional in truglma soamBmrying this toss doomed.indude BCSI103,
slwuld be us¢aagiyn mnjurcLon with ted arMilMurel plans durng Installation.
2 Aper Buooresss W.7547-6 05 Sutton Pak C';a sonorous none auh.Suit,40Jew 02 Ja ksonol e,In,
FL 33224 9nda M 8 15]UOFkNide Ergimtt APEX
M...6 G Kodovski kfimy P Arneson Break BMoney
PEW 60839 PE No.50W PE No.71457
39211THSTREET Pia SEON:21157IT81COMN
39211TH STREET ATLANTIC BEACH,FL 32233 pi. 3 FROM: pRW:
T05 Wg[ti6A lbs I _. 1WW14
% 5'pt1N'+24 1141 1Te'13 ]5143
TI 4 ro 419 a ern k 12
ser 42 F1wP z
I
Nous
lI load E 6ieoM
el
b 1Iu late n sox
IS
A 160
nse
se
3,.
O N iM L
9.a
YB 11410 1]p'13 304'+3 TJpt ]IVY'ti
1�
Laxdla9 Coal Deal Wind CrMda Snaw Cr6ale IPo.PIIn PSN) paNCSICMeria ♦MWmum Rxctlou label
TOLL 20.00 Wind Sld: ASCE7-10 Pg:NA CL NA CAT:W PPDMlechain do Liah, L# Loc R IIl /Rw /Rb 1RL /W
TOOL: Top Speed:130 mph PY.NA Ca:Ni, VERT(LQ: 0.155 M 999 103 A 1231 1361 1509 1- 1230 15.5
BOLL: 0.00 Endosum:Closed! Lu:Na, Cs:NA VERT(7Lg 0.339 M 999 102 J 12M IJae 14% 1- 1- 15.5
"DL 5.00 Risk Cdegory:11 S.Oumgon:NA HOR3(LL):DAN - - Wind madions based on MWFRS
Des Ld 33.00 EXP;C HORATL):OU - - A Min Btg WMIh Rap= 1.6
NCBCLL:10.00 Mean Nei9m125.00 fl Coda I a"Cdpds Camp Fador 1.5 J Min Bq Widih Rep= 1.5
Sand 2.00 TCDL:4.2 psf MgCoos FBC 2010 RES Ma TO CSL 0.745 Beanngs A B J ere a rgid surface.
Laed Dumlion:1.25 BCM:30 ref TPI Sd:2007 Max BCCSI: 0.951
S,mM:21.0MWFRS Pardo!Chat Winn Rep Faclas Used Yea Ma Web CSI:0730 Naxastm Top Chad Forces Per Ply jlbs)
CBC Diel a:3<16 FTIHT:IO(a,V10(0) Mfg SpadflW Camber Chaste TeneComp. CIMNs Toru. Comp.
GCq:0.18 Plead TYFe(s): A-B 221 -S3i F-G 709 -14@
WW pumBo¢1.60 WAVE VIEWVer14AZOL 217.20 B-C 1000-2500 G-H 803 -1982
Lumber C-0 904-2215 H-1 826 -2004
Value SBL13B(EBedlve WIM13) D-E 915-053 I-J IIN -2210
Tcpchard WSPN2T12x6SPBBDanae: E-F &W-1485
BW Mom 2x4 SPg2
WAS 2x4 SP#3 Mende an Bd Chord Fill.Pa Ply(lbs)
Lumber value sd 13B"uses design dame approved Obsess Tare COmP. Chortle Tena. Comp.
11&V2013 by ALSO
B-O 2383-9oa M-L 1611 -518
POMns 0-N 1884 -553 L-K 1811 -510
In lieu d drwad panes or ngid Who,use purlins N-M 1661 -553 K-J 1898 -718
la seemly bma Moms as(allows: Nexhnum Web Face Per Pi Qbef
Cham Spadnghn a) Naha) End(6)
TO 24 0.00 34.06 Weld Tens Comp. Wells Tens. Coma
BC 86 1.17 3a 09
Applypudlnsto anychomsah.o,beloa MMm M
a -1W G-K 301 -99 24'OC unless shorn dhempe atomO-E.
E-M 331 -590 K-1 220 -236
Loading F-M 953 -389
Tmmpa dMeaW20pd W6dionalbdlam
Mom II a load in amasx h 4T'-high x 24-wide
deals.
Wind
Wind betls based on MWFRS with additional C&C
ember Design.
AddMonal Nope
The nall hagM tithe Imu u6n,oveMang is
9-0-12.
NOTES:
1.The@eMngu am ounp ashore faindab,an. AWMonal inmustcns auaompanyire this Imse dmving,lndude BCSI 1-93,
Mould W usW in cmjund on wph the arMhequml plana during installation.
2.Apex TechndogyieafidhiouanameaanWby Jet Apex Techndagylnc.,lw aCapadion. Florida Engete.
Business No.750-4745 Sulron Pak Court,Sum 402.Jaasa:i ille,FL 32224-904.6215369
APEX
Michael G Kurloeslu Je6my P Amason CerekB Murmy
PE No,69039 PEW,59540 PE No 71457
392t1TH5TREET Ply.t SEON:2042'I Tt,/HIPS
3921 tTH STREET ATLANTIC BEACH,FL 3223) Oy:2 FROM: DRW:
TOB Wg1a0501M / ... 10109114
g• 2 1@ 2Y
06&7 iM4 mUT
B
T ,2
.6%8182) WW2)
1 .2
H F
8'1'12 5'1@4 5'1@4 6'1'12
@1'12 12 ITi@4 34'
Lm0lrg Ones,man ydM Crlbda Snom Cr IN pi In ISR) DeNLM CrNarla AAladmum RaxNmM Sbe)
TCLL 20.011 WindStd: ASCE7-10 P9:MA q:NA W.W PP Deflardan in koldell L/0 Lm R /U /ft /Rh IRL IW
TCDL: 7.00 SlaseG 130 mph WNA Ce:W VERT(LL): 0.236 C 999268 A 1789 /764 /- /- /- /5.5
BOLL 0.00 Eadwure:Closed Lu:NA Ca:NA VERT(Tq: 0449C 636 286 E 17891784 I- l- l- /5.5
BCDL 5.00 Risk Cdsgory:Il Sroer DYre60n:M HORZ(LL):0007F - - Wind madions beeed on~RS
Dee Ld: 32.00 EXP:C - -- HORZ(Ty:0.185 F - - A Min Bq VinAm Ran• 2.1 „ter
NCKU:10.00 Mmn Haight:15.008 Code I MMc CrAaria Creep Fadac l5 E Min Bq IMMb Reg= 2.,
Solid: 200 TCDL:42 pad BMg Cade:FBC 2010 RES Mas TC CSI: 0.88s Beanrlgs A&E are a ngd surface.
Load Dumeon:125 SCM:3.0 am TPI Sb:2007 Mar BC CSI: 1000 MWmun Top Lherd Fomes Par Py(We)
Smdrg:24.0" MWFRS Parallel Did:O c W Rap Random Used:Yee Max Web CSI:0.488 Maxim nTop Chop meePGrande TtY(UM)erm C.P.
C&C Did a'.J 00 fl FT/RT:30(0utIX0) Mfg SlxdM1 Camber. Cintroo.
GC"'0,18 Pima Typela): A-B 1471 -3315 C-D 171 -Ale
Wind Duration:1,60 WAVE VIEW V¢1CMW0 5717.20 B-C 17N D-E 1471 -3315
Lumbi WIM Muimum Bat Chmd Forme Par Py(bs)
Value5d:1313(Effmain /1/3013) Wind loads and reachons bMetl on MWFRS. Chops TmsComp. Chords Tena.Camp,
Top chord 2x4 SP W30 Additional Nobe q.H 2081 -12)4 G-F 292J -,219
BM dwN bt4 SP M-A
Webs 204 SP Y3 The owrell height of this boas excluding overhargis H-G 2 -1219 F-E MI -1274
:LI Wedge as SP#3cM Wedge 2s4 SP Ali 16-10.
Wmber value set-138'uses deign valum appmvs i shared...Web Fames Par Py Bbq
1/30/2013 by ALSO Wed Tem.Corr . Webs Tens, Came.
Special Loade B-H 492 -lW G-D 1113 -550
—(Lumber Dur Fac.=125/Plde DurFe0=125) B-G 1113 -550 F-D 492 -101
TC-From 56 of list ON to Be PH el 600 C-G 530 -711
TC-Fmm 28 PH as 6Nto 28 PH at 1600
TC-Fmm 56 pial 1600to MOM 2a00
BC-From tO pit at ON to lasted 601
BC-Fmm 5adM 6.01 to 5pit at 17.99
BG F. 10pMM 1799lo 1009 2100
TO- 130 IB Cono Load M 6.01.1799
TC- 1541b Conc Loadat 306.1O06,1200d394
15.%
BC- 46818 Cono.Lmtl at 601,17.99
BC- 861b CoN,Lmdd 8.06.1006,12.1)(3,13.94
1594
Families
In lieu of structural Panels or ngid roiling use Wdins
to laterally brace chorda as harem
Chord SOaeinghn orf Shamir) Solid)
TO N -106 22.94
BC 72 -1.00 22.57
Apply purlins to any dohs above ar pincer fillers
M 24.OC unless alwxn ohemim above.
NOTES:
1,Thisobtaining
bningis meaffirsent Mom for installation flnartaitedureAd itiomm�nstmdaoMm�"no,mg this Incas drating,i include BCS11-N,
N Plana g In
2 ussW.7547-4745 Sutton Park Court Sure 4W,TJecNsomn�IleIRonda M
FL32224904821.52Nhon FIoriUSErginar
Business SAPEX
Michael G NadaersW JeBrey P Arneson Derek 0 Murtry
PE W.60839 PE No,58514 PE No.71457
39211THSTREET Flys SEON:20434 I Tl l COMN
39211TH STREET ATIANTIC BEACH,FL 32233 Oly3 FROM: DRW:
TW WOL IDEA IN l ... IUM14
67 121]'ttY 24'
BV12 5'11Y 5'1T'4 BD'12
T Caw
12 .. ._
ev
.21N B Dieu
n
1 •3% ( ) .3x4(82)
e1° 4 �tdl^z
. H . F
B1Tt1 3'11'8 T119 Cp'B
B'p'6 tz tr11"9 z4'
Lwtlbg Chashe lm0 Wlnd Comds Snav CMarieft Orin PSFI 0,8/CSICdMals AIAaaMdm Raactlonalgu)
TCIL 20.00 Wind Std ASCE 7-10 Pg:NA CI:NA CAT.W PP oeeectim in asc UINS IM` Luc R /U 1 Rw !Rh I RL /W
TCU: TOO Speed 130 mph Pt Na, Ce:NA VERT(LL): SON BBB 288 A 946 1230 13981- 115415.5
BCLL: ON Encased.:Closed! W:NA Ca:NA VERT(TL7: 0.164 F 998 286 E BCS 1238 /380 L I- 15.5.
BCDL 5.00 RNR Canal 11 Sow Comm:NA HORZ(Lq:0.041 F - - Wind mssions Eased on NWFRS
DW W 32.0 EXP:C. - _ HOR$(TL):0.076 F - - A Min Bq WgIM1 Rep= 15 _.
NCKU IO.m Mean Heght:1500R Cotla/MMOCtlMHa Creep Factor,l5 E Min B.Wdb Rap= 1.5
Stant 2.00 TCD_:4.2 par Bldg Cosa:FBC 2010 RES MUTCCSI: 0488 BaadrgsA&Eareadeitlmdace.
LOW Cushion:135 BCDL:3.0 Of TPISW W07 M.BCCS1: 0802
Spadrg:24.0' MFRS ParNl9 DM:M2 b h Rep Fedora Used:Yes Mas Wee CSI:0.178 Naximum Tap Choral Fomx Per Ply lbs)
CBC Oso a:3.005 FlrR 30(Oy10(0) Mfg Spedfiad Camber: CMnus Tena.Canp. Chords Tar., Comp
GCq:0.18 Plata Types): A.B S1B-14@ C-D SD -1289
WMDwaficn:1.80 WAVE VIEW Ver 14.02.03.0]17.20 B-C 523-1288 O-E SIB -1464
wmhor
Value Set:13B(EBedive 6/112013) MaxMum Bot Choral Fords Far Ply Ibs)
Top chord!2x4 SP g2 Choice Tena.Comp. Clrorda Ter., Comp.
BWhonu 2x4A-H 1239 -382 G-F 852 -189
Webs 2x4 SP 43 M3 H-G 852 -189 F-E 1=7 -302
Lumber value sW"t3B"ossa tlesign values approved
1IWW13 by ALSC M.W.U.Web Force Per Ply fled)
Purlins Webs Tene Camp. Wines Tend. Comp.
In lieu W danduN panda or rigid caling use Pudica B-H 213 -301 C-F 486 -151
M merely breve dgnus as saln,a: H-C 480 -151 F-0 213 -301
ChWd Spacing(inoc) Slan(B) ENDO
TC 24 0.00 2400
BC 120 006 2384
ApFAy pWina to any clonus None or etas!Iles
M 24.OC unless moan Wherein,atm,.
Loading
Truss pa5ud mesh,for 20 W a]dnip.l bottom
clodl live load In areae sem 42'-high x 24"-wide
haa.nce
Wind
WIN/OMs Cased on MFRS sib additional C&C
member design,
Additional Noma
The oye.N hal of this Wee including di eMang is
68-1(
NOTES:
1.This d.wirg is rW suRtient Ione for imUlMtlm. AmNcr I inSWtliona accom uaryu,his 1.drawing,schools SCSI 1-03,
should be usetl in conpMion with the architectural Pans aldrin indalmon.
2.Apex Techntlegy is a fictitious name owned by Jax Apex TecMdagy In,.,Florida Corporation FIwNa Erginett
Business No.]54]-47455union FOR Cwn,Suite 402,J mnWlle.FL 32224-904.92152W APEX
PENo.WKarlavNd Jeffrey P A.esm panels B Murray
PE No.60039 PE No.50544 PE No.7145
39211THSTREET PIy.1 SEON:21125/T191COMN
39211TH STREET ATLANDC BEACH,FL 32233 Oty: t FROM: DM
TO9 wgL AS.z ma I ... ladders
s' 10Y 15'd' 204'
f S• 5•Y + S•Y - 5•
12 =4X10 3 =
12X4 4X10
° C D E
T 3Xrdqr(u e - F axe(u)
- ea3%BAjCb�°) �U4 G
pill 91. = I H —
5'1'12 We 5'0'4 5.1.12
1 5'1'12 1PY + 152'4 + 20'4' -
Loading Lrx.ta Dual WindCidel Snow CM IPpPfin PSS) DWCM CM aA Alexander Reactors(Iba)
TCLL: 2000 Wind Md: ASCE7-10 Pp:NA CL NA CAT:NA PPDel1eMOn in Iacl-dell W Lac R IU IRw IM IRL /W
TCDI TOO Speed 130 mph Pfau Ce:NA VERT(LL): 0228D 908 2a0 A 14V 13M I- I- I- 13.5
BCLL: 000 Emlosum:Closed Lu:NA Cs:NA VERT(TL): O.437 D 512 223 G 1457 1378 I- I- I- 135
BCDL'. 5.00 Blair Category:11 Same Duration:NA HORZ(LL):0.053 F - - Wind reactions based on MWFRS
- Cee Mi 32.00 UP:C —' HORI(n):0.102F - - - A AmBry Wdh Req= 15
Ni 10.00 Mean Heigh:15.00 S Case I Mlsc CMaHa Omep Factor.1.5 G Min Bry Wath Req= 1.5
Soffit 2,00 TCM:4.2 pat Bldg Code'. FBC2010 RES Mex TCCS1: 0740 Emerge A B Gare a night surface.
two Chamber 125 BCDL:3.0 pat TPI S112007 Mm BCCSi: 0.991 Maximum Top Lbod Portae Par Ply(Ida)
Sudan, 24(- MWFRSPamllelted:OtoM Rep Factors Used:Yes Max Web CSI:0.511 Maximawas TmoC herrmp. CesCimards PWIM)Tom mP.
CBC Dan a.3008 Iii 30(gy1ryg) Mfg Specified Camber
GCpi:OAS Plate Tyygs): A-B T(5-3019 D-E 1015 -181
WndDuredion:160 WAVE VIEW Vac 14.02.03.07820 B-C 742-657 E-F 742 -A1
Lumber Wind C-D 1015-3981 F-G 718 -180
Vtlm Be:13B IEflective M120t3) WM Ideas and maxi bode]W MWFRS, Maximum BM CM1vtl ForCO Por PN IIMI
Tap Mod 2,4 SP M-30 Left and right cenfilewm am expand t0 vend Clprda TerwComp. Chords Tens. Comp.
Bot Mod 24 SP M-30
weba2WSP43 Additional Notes A-J 2125 -680 I-H 276 -675
Lt Sister 2x4 SP t3:BLOCK LENGTH= 1]50' The owner haght of this toss rewashing owMalg is J-1 2127 -674 H-G = -801
R1S1i.2x4SPtl3:BLOCKLENGTH= 1.750 2-2.6
WmbmvMuett -138'u designv&ueseppmW Maximum Web Fomes Pea Ply(Ibs)
1113 by ALEC Wets Term Comp. Wehs Two.Camp.
Special Loads C-J 102 0 I-E 131 -383
—(Lumber Our Fm::1.251 More DucFaa=125) C-1 1342 -353 H-E 102 0
TC-Firm 55 pHA 000 to 55 pit ad 5.00 D-1 2% -667
TC-Firm 27 pHA 5.00 t0 27 pit a1 15.33
TO Fmm 55pMa1 I&SIto 55 Rifat 20.33
BC-From 1DPK* (1 10 PH at 096
B Firm Spffat 498a SPMA 1530
BC-From 100at 15.38W 10 pit a1 '1033
TG 276 to Cam.Lmtl at 496.1538
TC- 102 lb Cam,Lando 615,8.15,,0.17.12.18
14.18
BC- 123 M Conc.Load at 4.95.15.38
B6 5818 Cam.Load A 6.15.8,15,10.17,12.18
14.18
Putas
In lieu A strutlural pangs or rigal milia,use Wniins
to Mkm11y dace dryads as Idbws:
Choc SPactng(ir ac) Staclf) End(8)
TC 24 0.00 20.33
BC 103 0.00 201
APF'1Y pw8m to any cbads same or below fillers
A 2P OC unless ahoen i tervifle aMve.
NOTES:
1.This dimming Is not wficient Anne for installation. Adai0oner instructions accompanying this was clearing,imade KSI 143,
should be used in conjumbon with the and ibtluml pJmw di inAallabon.
2.Apex Txhnalogy is a 8gi11ws name mound by Jam Apex TwhndM Inc,Pbnits Corporation. Flanda Engineer
Business No.7547-4745 Sudan Park COW.Suite 402.Ja'dsonxlle,FL 32224-9046215200 APEX
MiMaal G KOaIawski Jeffrey PAmmon Derek B Murray l�
PE No.60839 PE No.50544 PE No.71457
39211THSTREET Ply SEON:21160/T25ICOMN
39211TH STREETATLANTIC BEACH,FL322M Oty: I FROM: ORW:
TIO Wl 8251as / ... 10/00/14
T 134" 189"13
T 8'4" 5'3"13
4 v Cas er4 U III9 E
T =3%4IC3) 3G -3%415 31
21(4(C3) E a X4
1 A F
11 1_ �T 10'1"2
= 3
I H G
"4} 18'118
]'3"8 2'8"8 8'5"9
]'3"8 IV 13'8'4 199"13
Lmding e B ons, Wbd C~. 6rlaw Crfb W Maisl1n.9 p CSI CHMde AMaxknum RecBom(11m)TOLL 20.00 Wind SN: ASCE]-10 Pg:NA D:NA CAT: PPDeflecAmin be UdM tie Loc R /U /Rw /Rh /RL IW
TCOL TOG Spend: 130 mph PF.NA Ce:NA VERT(LL): 0.0551 999 240 A 665 1138 1316 /- 152 /3.5
BCLL: 000 Becket Closed Lu:NA Os:NA VERT(TL): 0.1091 999 225 F 509 /1M /2]41- /- /3.5
BCDL 500 Risk Category:11 Snow Dnsian:NA HORZILL):0.015 G - VOnd recfiora based on MWFRS
Dal 320011VIRC HORZ(TL):0035G - - A Min BgWdh Raq=1,5
NCKILL 10.00 MewH gB 150afl Code/Mho Cereals Creep Faceir 1,6 F Min Bra Well Req= 1.5
SOMI: 2.00 TOOL:4,2 Wt BMg Could:FBC 2010 RES lae TC CSI: 0450 Bindings A B F ere a III surface,
Land Daemon:1.25 al 3.0 Pal TPI Std 201/ Mm BC CSI: 0,435
Spal 240" MWFRS PerMkd DO:a 2h Rey Factors Used:Yes Mw Web C51:0340 Maximum Top Choad Farted Par Ply jibs)
CSC Dtl a 3.000 FT/RT:30(ON10'0) Mfg Spetified Camber Chords Tem Corn , C1mNa Tens Creep.
GCp:0.18 Plate Type(a): A-0 61]-1350 D-E w -Iln
Wind!Deal 1.60 WAVE VIEW Ver 14,02.500]17,20 IB-C s25-1138 E-F 563 -1309
Lumber C-D 530-1038
Vaue Sed:13B(Erectile 61112013)
To Rord aulW82 MWmmn Bot Chord Forces Per Py jibs)
Bot chord 2x4 SP d2 Ch mbe Tem.Cwnp. CMrds Tens Comp.
Webs 2x4 SP 0 A-I 1033 -4N H-G -451
1504
Lt Shoos,as SP 83:BLOCK LENGTH= 1.]51 1-H 1504 -451 G-F ISM -451
RI Sfidd2x4 SP 83:BLOCK LENGTH= 1.500'
L1/30,2013 b/ASD 3B"uses tleaipn values aPPOved Mexlmum Web Forces Per Py(Ms)
Webs Tore Com, Webs Tens. Con,.
Pu 1 3
C-I ID 31 G-0 160 0
In feu M,hillJpntlswroiin9 use Putlina 1-D 1TJ -D1
N Idem,ham chortlec) fell.:
TC Spednglin m) 51add 19M
TC 24 000 19$
By tan mor 1965
Apply 00 un to any aMNe above or fillers
W 24-00unless shpan dnemae above.
Ill
Will lends based w MWFRS Map a li illwtl CSC
memberdesign.
Lell mm0erens eapomtl 10 wintl
Additional Notes
The 0lerell might dthis pass secluding overlying is
2-10.5.
NOTES:
1,TNadrawingismisulfidmdoneforinslilapon Atltlfion41natmCi acmmpenpy/Field drawing.iMude SCSI1-03,
Mould be used in mnlu 4anwilh the architectural plans during insWlation,
2.AWTechndogy isa fiWiouanamsomnedbyJse Apex Techndcgy Inc..Florida Corpwdil Flonde Engineer
Business No.]54]-4745 Set Perk Count Suite 402,JedsonvilM,FL 32224-904.821.5200
APEX
Michxl G KozlowsY' Jerre,P Amesm Derek B Murrey
PE No.60839 PE No.58560 PE No.]145]
39211THSTREEf Ply.t SEON:211301 T24 I COMN
39211TH STREETATLANTIC BEACH,FL 32233 OIY: t FROM: ORW:
T11 Wg1:159.81M / ... 1BTBH4
srt 4 nr 1a4 19P 24'n z4 3]
1 3a15 zA s A4
] 0 a1Rt3 a
T 12 B 5 airs
a v
\2%4 D F �3Y�121) �4%4P181 a5;t]
31tN0 Us B XX .3KM01 1
Ac
g fl m0 P N M L
r-ai- 18413 13P11
V141'4 21 ala f4< 3'1Y 9VYtf1'10
2? 1 tz 1%2 + 18112 t,A„ 3a'aYt + 261. i 3T
21
Loailag Corona enol Wlmi CrlMia Snow CrMaY(Po.Rln v3Fl Damm Ctlbds Allard ..Reactions(lbs)
TCLL 20.00 Wind Std ASCE7-10 Pp:No Ct NA CAT: in PPOeflecl ImiUtle! Lee LOCR IU IRw IRh IRL IW
TCDL: TOO Speed 130 mph PL NA Ce:NA VER =: 0.039 M 999 240 A 580 1188 I- I. I. I 3
BCLL: 0.00 EnWWR:CIowtl Lu:N4 Ca:NA VERT(TL): OAB1 M 998 180 O 14M /485 I-
- I- 13.5
BOOL 5.00 Risk Casgory.11 Sew Ouae,n:NA HOR21Ly:0021 ) - K 858 11]3 I- /- I- /3.5
ON CL 3200 iiD(pMean CrepITq:0.0.5 - Win Min BioebeeWgn MNIFFS
1.5
NCBCLL:W.00 Mean Harps:15.00X Cooke BCNI Creep PoctOc 10. A Min Bq Wdh Rod= 1.5
SOMI: ss- TCM:42 ped BldgCoda 2010 RES Mail Obs] O Min Bid Width Req= 1.5
Lpad Discuss-125 MFRS.O pd TPI Sb:ors Used! Mm BO OST: 0.968 K Min Bq WidK am a 1.5
Spadm:24.0" C&CDAaaaIMIDiM:Ob N2 Rep FedoralO(0) W,Web CSICaree Bwnrgs A.O,BKaearipM wNapa.
CBC W(IC0,DAB
FTrteT: ads):q0) Mlg Speeded Camber M"mum Top Chord Farce Par Ply pb.)
Gease:1.6 WkTypals): CMrda Tens Camp Cham Tend. Comp.
MBntl Disease:1.60 WAVE VIEW Ver 1002.03.0]1].20
LumWr Praline A-B 355-1198 F-0 161 -250
Value Sd'.138(EXedieifirl1013) In lieu Of structural pared.or npitl militg use pudina B-C 32] -915 G-H IS -325
toleterallybrendwrMwldloxa- C-D M -79B H-1 = -BBB
Tap cordhord bnf SP 2x4 SP M2 Chord S 0-E lu -615 1-1 M -1090
BN chord patlnglin oc) St0.00 330D E-F IN -315 J-K W3 -11]9
Lt Cider
a4 O TC 24 0.00 33.a0
'.Lt Slider 2x4 SP g3:BLOCK LENGTH= 1750' BC 01 mons or
3300
:RI Sister&4SP#3 BLOCK LENGTH= 1]Stl Apply OCuniut ea shosmoaboyewomm, fillers Maximum Boa Chord For cad Pay Ply,
om
Lumber value sin"t3B'uses Mdpnvaluea approved m24'OC unksd ehwm dherwiee above. CMrda Tere.Comp. Ghade Ton.Carp.
113012013 by ALSC Wind A-R fly/ -291 O-N IS -d#
Sprelad Loads Wind loads and reactions baaetl on MWFRS. R-0 615 -190 N-M 895 -204
K-
L
-(Lumber Dur.Faa= Pairs [F
1.25/Pe Ouac.125) Lal and KgM cantilevers are exppred b aids P-0
Bt5 -198 1003 -2O
O 2w -816 901 -251
TG From SSpHaI OOOto 55 pit at 9.00 AddMonal Rome
TG Fmm 55pHw 4OOM 5511TH 11.33
TG From SSpHat 11.33 to 5504 1633 The owmll height Of this Vuudi
extlung arxMaximum Web Forces PorM1arg is Plynes IlbT
TG From SSpHat 16.33E SS OBal 2D.94NOD 355. Webs Tens Comp. Webs Tens.Camp.
TO From 55 pit at 20.94 to 27p8al MOD C-R IN -220 G-0 312 -834
TO From 55 pit at 2400 to SS PX aI 3300
C. in 94 FratO p0 a1 O.Oo to tO Ml at 20. D-R 161 0 0-H If -1
SG ]
I
BFran SPI1 a1 20.99 to SIM at 28.99 R-E 161 0 H-M 221 a 0
BG Fresh 10e a1 28299 09 101YIM 33.94 E-P 170 -451 M-I 47 -281
TC- 081E Cam.Load m 2094,2294.24.99.26.90 P-P 19 -291 L-I 100 0
TG 2491ECont,Loada12894 P-G 1158 -355
BG 4316 Cons.Load of 20.9I,23.94,24.9s,213.W
BG 1021E COrc.Loetl a12B.99
Plmm Shift Table
JT Plate lalerel CMM JT PMI, LeMal Chad
No Size Shift Bile No Siam SM1M BXe
1201 Us 2.75 R 1.25 121) U4 1]5 R 1.25
1221 4x4 s 150 1261 04 S 1.25
NOTES:
1.This dlavNg ism suMtiall skeemr iruMllabor AMi4oredinMmdmsacwmwnPng Miawssdewing,include BCBI1-03,
should Ca used in mniurc9an"It the aUOMual Plans during InabOation.
2.Apes Tmrledogy is a firamous name o-mil 4 Jar Aper Technology Inc.,Penh Corpaaan. Florida Engineer
Business No.]54]-4]45 Sinton Park Com,Suite 402.Jacksonville,FL 32224-901.821.52W APEX
Michael G Kaslcen. Jeffrey P Armenian Derek B Murray
PE NO 60839 PE No.58544 PE No ]145]
39211THSTREET Ply.tSEDN:211331 T15 I CONN
39211TH STREET ATLANTIC BEACH.FL 322!3 01y. t FROM: DRW:
T12 Wg1:14ZOIm / ... 1UW14
@Y11 I 14.1P t9T 2IB' Sl'
r s9n s4.5 F rr sr e' + Se-
12 D
T a 5
v y
\ C E. aJ�N .WOT
w 8 H; 41CC333N
l . c Lel J-�tpn
N leM _ 1' K
g
I-} 1H9r11 129'11
19T 1'1P T@' 14 @4*4 59'12
for a 1@@ N tan F-- sr
Loading Crheria MeO Wind Canaria SraWCmerbtPo.Rina6Fl D CM Cribble AMaK9num Ramon Pbq
TOIL 20.00 Win Sd: ASCE7-10 Pg:NA Cl'.NA CAT:NA PP Definition in ho Used LIN LacR /U IRw IRM1 /RL IW
TCDL: TOO Spee: 130 mph PI'.NA Ce:NA V RT(LL): 0.038 N 999 240 A 603 104 1305 /- In 13.5
BG-L 0.00 endosunk Closed Lu:NA Cs:NA VERT(-L): 0.082 N 998 223 L 116912M 1450 I- /- 13.5
BCDL: 5.00 RIM CMI 11 Snow Damon:NA HORZ(LL): 0 018J - - 1 419 /78 1212 /- /- 125
Ons Lel 32.00 UP:C HORZ(TL):0.034! - WWn reactions man on MWFRS
NCBCLL:10.00 Mean Haight:15.00It Code I mm.Clients Creep Fedor 1.5 A Min Brg Width Req= 15
Sotto: 2.O0 TCOL:4.2 psf BWg Cotle: FBC 2010 RES Mev TC CSI: 0.830 L Min Brg Wldth Req= 15
Load Chemic:1.25 SCOL:3.0W TPI SM:20D7 Ma BG OSI: 0632 1 Min Big Wldth Ron= 15
Spada:24.0- MWFRS Parallel Dist >2h Rep Fedora Used:Yeas Max Web C51:0%9 Bearings A.L 6 l are.a,it surface
CSCDida:3.305 FTIRT:3%OVI D(0) Mg Spoiled Gamble: MVmum Top Chard Forced Per PN(Iml
GCO:0.10 Fete TypsibiL Claude Tens Comp. Chords Taro. Comp.
Win Daniel 150 WAVE VIEW VCc 14.02J13071T20
Lumbar A-B has-12M E-F 40] -121
B-C 0.5o' -900 F-G 407 -131
Value Set 138IE air W12013) C-D M 437 G-H 212 -549
Top card 2.4 SP M2 D-E 383 -742 H-1 543 -055
Bel chard as SP M2
Webser 2 SP p3 SP N3:BLOCK LENGTH 1JStl postal Boll Chord Forced Par Pty(Ill
Slider = Chorda Tens.Com . Chords Tem. Comp.
RI Slitlni 9ut 14 SP M3:MOCK LENGTH= 1.759' P
Lumber Ira esm"1313-uses design relum appmvM A.N BTJ -359 L-K 480 -143
11MM13by ALSC N-M 020 -2G1 K-J 488 -143
Pbb SM1in Tabla M-L M -283 J-1 405 -148
JT Plane lateral Chord JT Plane Labral Chard Maximum Web Forty Per Ply idea)
No Siff SM Sb No Size Shm She
(171 US S 1.25 Wem Tena Comp. Webs Tains. Co.,
C-N1% -202 L-F 293 -463
Padins D-N 265 -0 L-G = 402
InK udsirvdumpandsadgMc n9usepudins N-E 154 .13 J-G 181 0
1.remain brood acrd'a.mi.. E-L 510-110
CMN Spmrgbnm) Slarlifil EMOO
TC 24 0.00 33.M
BC 25 000 33.00
Apply purine to any dards above or below Glass
at 2r OC unless shown aMemme Maus.
Wind
Win loads mrttl m MWFRS MIM1 additional C9G
memmr design.
Len and right ranulevers arc arkboundb wintl
Additional Nota
The overall height d this truss e=luding overhang is
3-0615.
NOTES:
1.TNs dm M is rW suMoent elomfor'InMMWion. Additional inMmdiom ac honing thisass drawing,induce BCSI 1-03.
should be used in cnnNrauon with the aahiledurd plans during installation.
2.A,e T..do isafitlidmsnameownedby Jaz Ape.Txhndogy Inc,Flora Gorpabtion. Florms Engimer
Business No.]50-4]45 Sutlon Park Coun,Suite 402,JaMsonWlle,FL 32224-984.82152M APE X
Midmal G Koalcwalo Jeffry P Amason Derek B Murtay
PE No.60839 PE No,5l PEN. ]145]