HomeMy WebLinkAboutTruss Drawings REVI.31-z:-,-,p, mn-SIUMMIT
Aw, �Trv;g IF., orify for onara�kat,,Conform,ance with U;--1 du-
con---cipt of the projocz and ir�laaa not refleve the
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67 responsiblMy for errorv-or ciirllssiarts in Me shan.dr4w inge.
#17-0010 CENTRAL rLORIDA TRUSS Contg-nelor, is responsible for dii-Aenlsiohs to be cenfkr��d
slta,fo' 1'forraitio'n that powtak s to
OAKMONT HOMES TRUSS DESIGNER:W.E.B. and carrelated F,,t the job, V, rZ
WIJSTOMMARBELL.A
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A;KELSKI RESIDENG
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17-0010
PAGE NO:
1 OF 1
40 1
Alpine, an ITW Company
2400 Lake Orange Drive suite 150 Orlando FL 32837 ``��J`�•� �/�G
Florida Engineering Certificate of Authorization Number:0 278 O�600 �•0•
Florida Certificate of Product Approval#FL 1999 Q •.� �•
Page 1 of2 Document Ib:1W15761-Z0226095530 � • �•
•
i
Truss Fabricator: Central F I or i da'Truss
Job Identification: 17_0010-/OAKNONT CUSTOM HONES / /NAKELSKI RESIDENCE (IIARBE 31
LOT97 �It (9624 CLA9
Truss Count: 125 s o:
Model Code: Florida Building Code 5th Edition (2014) ¢yyY, '•. /�` Q'.•�
Truss Criteria: TPI-2007(STD) ��i� F•°O•� \0p•�• se.s
Engineering Software: Alpine Software,Vers i on 16.01. f1NA! \`•�y1�' ,
Structural Engineer of Record: The i dent i ty of the structural I FOR d i d not exist as of pn�+au�a�t►U
Address: the seal date per section 61015-31.003(5a) of the FAC This document has been electronically signed
Minimum Design Loads- Roof - 46.0 PSF @.1.25 Duration andsealedusingaDigital Signature.Printed
'
wpies without an original signature must b6
Floor — N/A verified using the original electronicversion.
Wind - 170 MPH ASCE 7-10 -Closed
Notes:
OS/26/2017
1. Determination as to the suitability of these truss conponents for the Douglas Fleming
structure is the responsibility of the building designer/engineer of -Truss Design Engineer-
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet mut nmtch .the date shown 2400 Lake Orange Dr,Suite 150
on the individual truss conponent drawing. Orlando FL,32837
3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR761 Fi P
le Co v$
Details: DEFLCAbB-BRCLBSUB-PB18010-PB16010-
# Ref Description Drawin # Date # Ref Description Drawin # Date
1 00871-41 17146115 05/26/17 34 00904--T38 17146004 05/26/17
2 00872--T2 17146055 05/26/17 35 00905--T42 17146125 05/26/17
3 .00873--T3 17146056 05/26/17 36 00906--T43 17146020 05/26/17
4 00874--T4 17146067 05/26/17 37 00907--T44 17146021 05/26/17
5 00875--T5 17146083 05/26/17 38 00908--T45 17146012 05/26/17
6 00876--T6 17146076 05/26/17 39 00909--T46 17146015 05/26/17
7 00877--T7 17146085 05/26/17 40 00910--T47 17146025 05/26/17
8 00878--T8 17146081 05/26/17 41 00911--T48' 17146024 05/26/17
9 00879--T9 17146091 05/26/17 42 00912--T49 17146073 05/26/17
10 00880-410 17146077 06/26/17 43 00913--T50 17146052 05/26/17
.11 '00881-411 17146080 05/26/17 44 00914--T51 17146060 . 05/26/17
12 00882--T12 17146078 05/26/17 45 00915-452 17146053 05/26/17
13 00883-413 17146089 05/26/17 46 00916-453 17146048 05/26/17
14 00884-414 17146099 05/26/17 47 00917--T54 17146049 05/26/17
15 00885-415 17146110 05/26/17 48 00918--T55 17146046 05/26/17
16 00886-416 17146105 05/26/17 49 00919-456 17146064 05/26/17
17 00887-417 17146107 05/26/17 50 00920-457 17146065 05/26/17
18 00888-418 17146104 05/26/17 51 00921-458 17146063 05/26/17
19 00889--T19 17146117 65/26/17 52 00922-459 17146051 05/26/17
20 00890--T20 17146118 05/26/17 53 00923--T60 17146062 05/26/17
21 00891-421 17146109 05/26/17 54 00924--T61 17146066 05/26/17
22 00892--T22 17146007 05/26/17 55 00925-462 17146071 05/26/17
23 00893--T23 17146111 05/26/17 56 00926--T63 17146070 05/26/17
24 OOB94--T24 17146006 05/26/17 57. 00927--T64 17146075 05/26/17
25 00895--T25 17146114 05/26%17 58 00928--T65 17146059 05/26/17
26 00896--T30 17146116 05/26/17 59 00929--T66 17146050 05/26/17
27 00897--T31 17146100 05/26/17 60 00930--T67 17146054 05/26/17
28 .00898--T32 17146087 05/26/17 61 00931--T68 17146069 05/26/17
29 00899--T33 17146082 05/26/17 62 00932--T69 17146009 05/26/17
30 00900--T34 17146088 05/26/17 63 .00933--T70 17146047 05/26/17
31 00901-435 17146086 05/26/17 64 00934--T71 17146057 05/26/17
32 00902--T36 17146032 05/26/17 65 00935--T72 17146042 05/26/17
33 00903--T37 17146003 05/26/17 66 00936--T73 17146041 05/26/17
Alpine, an ITW Company
2400 Lake Orange Drive suite 150 Orlando FL 32837
t, Florida Engineering Certificate of Authorization Number:0 278 O��•••�•� ••`•�`
Florida Certificate of Product Approval#FL1999 0•�� �����
Page 2 of 2 Document ID:1W15761-ZO226095530 •
• i
• o. 648
Truss Fabricator: Central Florida Truss
Job Identification: 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE;(LOTe7 Hit (9124 IACLAV
Truss Count: S 125 '® 0 �'
Model Code: Florida Building Code 5th Edition (2014) y.��j%•. "IC/ pQQ'••.
Truss Criteria: TPI-2007(STD) i,�i ��+.':�{1,'•n•�
p ♦ r
Engineering Software: Alpine Software,Vers i on 16.01. o'Y A U
Structural Engineer of Record: The identity of the structural FOR d i d not exist as of ��+arnreew{u{t11t�
Address: the seal date per section 61015-31.003(5a) of the FAC This document has been electronically signed
Minimum Desl Loads' and sealed using a Digital Signature.Printed
Roof - 45.0 PSF @ 1.25 Duration
copies without an original signature must be
Floor - N/A verified using the original electronic version.
Wind - 170 MPH ASCE 7-10 -Closed
Notes: 05/26/2017
1. Determination as to the suitability of these truss components for the Douglas Fleming
structure is the responsibility of the building designer/engineer of -Truss Design Engineer-
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet nust retch the date shown 2400 Lake Orange Dr,Suite150
on the individual truss component drawing.
Orlando FL,32837
3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR761
Details: DEFLCAMB-BRCLBSUB-PB18010-PB16010-
# Ref Description Drawin # Date # Ref Description Drawin # Date
67 00937--T74 17146043 05/26/17 100 00970--CJ6 17146068 05/26/17
68 00938--T75 17146061 05/26/17 101 00971--CJ9 17146010 05/26/17
69 00939-41 17146092 05/26/17 102 00972--CJ10 17146029 05/26/17
70 00940-43 17146058 05/26/17 103 00973--CJ11 17146030 05/26/17
71 00941--J4 17146113 05/26/17 104 00974--CJ12 17146031 05/26/17
72 00942--J4A 17146016 05/26/17 105 00975--CJ13 17146026 05/26/17
73 00943--J7 17146008 '05/26/17 106 00976--CJ14 17146018 05/26/17
74 00944--J7R 17146005 05/26/17 107 00977--CJ14A 17146028 05/26/17
75 00945--J9 17146033 05/26/17 108 00978--CJ15 17146022 05/26/17
76 00946-410 17146034 05/26/17 109 00979--CJ15A 17146017 05/26/17
77 00947--J11 17146038 05/26/17 110 00980--CJ16 17146002 05/26/17
78 00948--J12 17146084 05/26/17 111 00981--CJ17 17146001 05/26/17
79 00949--J13 17146044 05/26/17 112 00982--CJ18 17146120 05/26/17
80 00950--KJ1 17146074 05/26/17 113 00983--CJ19 17146119 05/26/17
81 00951--KJ2 17146040 05/26/17 114 00984--CJ20 17146122 05/26/17
82 00952--KJ4 17146124 05/26/17 115 00985--CJ21 17146121 05/26/17
83 00953--KJ7 17146014 05/26/17 116 00986--PB1 17146093 06/26/17
84 00954--KJ8 17146019 05/26/17 117 00987--PB2 17146094 05/26/17
85 00955--KJ9 17146013 05/26/17 118 00988--PB3 17146095 05/26/17
86 00956--KJ10 17146039 05/26/17 119 00989--PB4 17146096 05/26/17
87 00957-4,111 17146097 05/26/17 120 00990--PB5 17146072 06/26/17
88 00958--KJ12 17146045 05/26/17 121 00991--PB6 17146103 05/26/17
89 00959--KJ13 17146023 05/26/17 122 00992--PB7 17146098 05/26/17
90 00960--CJ1 17146123 05/26/17 123 00993--PB8 17146102 05/26/17
91 00961--CJ1A 17146037 05/26/17 124 00994--PB9 17146106 05/26/17
92 00962--CJ2 17146112 05/26/17 125 00995--PB10 17146108 05/26/17
93 00963--CJ2A 17146036 05/26/17
94 00964--CJ3 17146101 05/26/17
95 00965--CJ3A 17146035 05/26/17
96 00966--CJ4 17146090 05/26/17
97 00967--CJ4A 17146027 05/26/17
98 00968--CJ5 17146079 05/26/17
99 00969--CJ5A 17146011 05/26/17
l
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T2 )THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP 2250f-1.9E :T2 2x4 SP #2: DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Max JT VERT DEFL: LL: 0.29" DL: 0.55". See detail DEFLCAM61014 for End verticals not exposed to wind pressure.
camber recommendations. Provide for adequate drainage of roof. (J) Hanger Support Required, by others
WB: Web-BI'ock, meaning 2x4 same grade/species as web. Fastened to web Bottom chord checked for 10.00 psf non-concurrent live load.
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Deflection meets L/360 live and L/240 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
4X8 = 4X5 = 5X5 = 1 .5X4 III 5X5 = 4X5 = 4X8
T2
4-1 -0
4-1 0-0
N(WB1 W61)
�10-0-0
3X6 III 7X6 = 4X5 = 5X8 - 4X5 7X6 - 3X6 III
fE 41-2-0 Over 2 Supports �Ilp�nll�
R=1853 U=267 ` �7 ///4 R=1853 U=267 W=4"
H=H1 i1V�s►•` is
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. O j 7 1 Y.1`. F -/3/-/-/R/- Scale =.1875"/Ft.
•'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T _L 20.0 PSF REF R7 6 1-- 872
Trusses raquir.axtremI call In fobrl_ating, 1a1dling, sh 1pping, Installing one brocing. Rvfvr t antl To� 4
tho I__ad'_n or BCS'
(Bulldi no Campan nt S.
roty Inrarnatlon, by TPI and WTCA) ror sarvty praoticas p * I •TIC tL 15.0 PSF DATE 05/26/1 7
o porrorml no these Tune[lons. Installers shall pr111d [ porary bracing par BCSI. Unless noted othorwls 9 AT •
tap chord 1M1 1 have properly att..h.d st ruct I shoe thing antl bottom_hold s 11 have n properly att.-d
r 191E callinfl• LocvCl ens shown Tar pvrmonant lateral rostralnt or webs shall M1avo brat log Instal lad par DC �`11 E DL 10.0 PSF DRW HCUSR761 17146055
co_[Ions H3. DT or B10, as applicably. Apply plates to each race ar tru and past tlon os shown above antl o pte.
o Joint Daca n s, anless notes omarvlee. Rarer to drawings 1Goo-z for astanaard photo pasltlans. ram p •.1�/ O R\4�iW LL 0.0 PSF HC-ENG SSB/DF
Alpino, a dlllslon of ITW Building Componen[s Group Inc. sM1all n t be raspanslbla r any dovlatlon r th s�� ��
drawing, any(allure to build the truss In canTormanco with ANSI/TPI 1, or for M1a ntlling, sM1lpping. /I� e1e�r�eer`� �`
AN ITW COMPANY Installation A brocing of[lasso=. cs�**.. �I OT.L.D. 45.0 PSF SEQN- 3504
A eeel on tole drawing or cover page Ilse lop NIe drawing. Intlleetee acceptance of prof ese Ion el enpinoerinp /// a
raspanel bl l lty solely for the doslgn sheen. Tha suleab11 lty and use of this drering Tor any etructuro Is th y/
2400 Lake Orange Dr,Suite ISO rvspanslbl l lty of the Building Doslgnor ,or ANSI/TPI 1 Soc.2. wrN11twoU�«u OUR.FAIT. 1 .25 FROM GLM
Orlando FL 32837 For mo v Informaclon s this Jdb•s gonara1 n a pogo and these web altos: SPAC I NG 24.0" J RE F- 1 W1 576 1_ZO2
FL COA fl0278 ALPINE: www,alpinoltw.com; TPI: www.tpinst.org; WTCA: www.ahclntlusiry.tom: IDD: www.l<csofaIDou la Fleming Lie Number:66648
Y
1�t
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T3 )THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Top chord 2x4 SP 2250f-1.9E :T2 2x4 SP #2: DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Max JT VERT DEFL: LL: 0.21 ' DL: 0.40". See detail DEFLCAMB1014 for End verticals not exposed to wind pressure.
camber recommendations. Provide for adequate drainage of roof. (J) Hanger Support Required, by others
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web Bottom chord checked for 10.00 psf non-concurrent live load.
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Deflection meets L/360 live and L/240 total load. Creep increase
Truss must be installed as shown with top chord up. factor for dead load is 1.50.
5X6 - 4X4 5X5 = 1 .5X4 III 5X5 - 4X4 = 5X6
T2
5-1(-0
5-1(-0
(WB1) � B1)
�10-0-0
3X6 III 6X6 - 4X4 - 5X8 = 4X4 = 6X6 = 3X6 III
41-2-0 Over 2 Supports
R=1853 U=280 `�" .�e7 :jl4jii R=1853 U=280 W=4"
H=H1 Ov,...•``••• ' •••'••f
Design Crit: FBC201ORes/TPI-2007(STD) •
PLT TYP. Wave FT/RT=20%D(O%)/5(0) 16. 0 7 1 Y.1•a F -/3/-/-/R/- Scale =.1875"/Ft.
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ' � L 20 REF R761-- 873
as I1"FITANTaa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .S i T .0 PSF
Trusses requlr..xtrem.e.r. In fobrieating, handling, shipping, instolling ontl bracing. R.r r c antl f.�r
eh. I.e._.dltlon.f SCSI (Building Component Saf.ty Inrarmatlan, by TPI ontl W(CA) far..faty p...el.
..p . ' •TC L 15.0 PSF DATE 05/26/1 7
a pc rforming Chas.r.-1.ns. Installare shall pr.vld,e.mp....y br.eing por SCSI. Unloss noted.eh,rwis OA •
* ;
cop cM1oltl shall M1.vo properly att_Id structural shenCM1ing antl bottom eho rtl 1M1al1 M1ava a proporly attach—
rigid calling. I... shown for p.r.....t I.C,ral r�stralne of woos shall h.v.bracing Inst.Ilad par BC ATE aDL 10.0 PSF DRW HCUSR76 1 l 7l 46056
ALP
P� sacelans 63, B7 orcB10. .s ooppli—I.. Apply plats to o.cn faeaoo1 crp t.ntl posit I..os shown.bovorIIgE ,� ♦♦♦ �♦p \
IlLlll-� Cha Joint Dotalls. unless n e.d othv..1— R.—e.drawings 16OA-Z fares—d—plat,positions. a ///
Al pin., n Elvlsl,..r ITW Building C,mp....ts Group Inc. shall n t b. Ibl.r s;�� •• O R` 01• ` t LL 0.0 PSF HC-ENG SSB/DF
.spons .n5 tleviatl.n r eM1 / ♦ ♦•\\GVC��
Crowing. any faller,t.f t..CM10 eruss In conrormanc,with ANSI/TPI ,.rar far handling, hippin �/FSs/0 N�`�� SOT.LD. 45.0 PSF SEQN- 3 505
AN ITW COMPANY Instal lotion a bracing or trusses. g. /// •••1•°••
A.,al on ehls dre,ing or Cover pap, Il.elnp thla Cruing. Indl,.t„acteptanc,of prof...lon.l ,nWln.,rinp //�/
'oa;�nss i bOiiiCy solely far Cha tl.slgn shown. Tho.eleabll lty end use of thl,drewing far.r ,tructura la th y/y � OUR.FAC. 1.25 FROM GLM
2400 Lake Orange Dr.,Suite 150 y.r"1 Bellding D—gn,r por ANSI/TPI 1 S-2. Y/11p/�p111�
Orlando FL 32837 F.r mo o Inf.rm t— n
,1 .noral chl,Job's g s p.g.antl th.s.w.b ales:
FL COA 90278 ALPINE: www.olpinoltw.c.m; TPI: —epinse.org; WTCA: www.sbclnduscry.com: 'cc: —Iccsar-Dou la Fleming Lic Number:66648 SPACING 24.0" JREF- 1W15761 Z02
� cY
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T4 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W13, W14 2x4 SP M-31: Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Max JT VERT DEFL: LL: 0.16" DL: 0.33". See detail DEFLCAMB1014 for End verticals not exposed to wind pressure.
camber recommendations. Provide for adequate drainage of roof. (J) Hanger Support Required, by others
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web Bottom chord checked for 10.00 psf non-concurrent live load.
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
5X6 =
5X6 = 1 .5X4 III 5X8 - 1 .5X4 III 5X5 - 3X5 = 6
2X4 III
5-6-0 VW14W61) Z6-5 6
11-4-0
3X6 III 1-4 O 10-0-0
7X8 = 5X6 = 5X8 = 3X5 = 6X6 - 6X6
1 .5X4 III
40-4-12 0-9-4
11 4-5-0 36-9-0
E 41 2 0 Over 2 Supports
' tdatduu�i.
R=1925 U=293 S .Fp V//4 R=1925 U=287 W=4"
. .
Design Crit: FBC201ORes/TPI-2007(STD) •� �` SF ••
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .OQ.07 .1 QT !1 /-/3/-/-/R/- Scale =.1875"/Ft.
'eWARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI S' T LL 20.0 PSF REF R761-- 874
"HIPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .�
Trusses regulr--xtfen-care In Tabrleaeing. h—dling. shippl. , Installing-nd braeing. Rorer to and 121 : A
the lac-st-dlti-n or 0051 (Oulldlhg Component Sty Information, by TPI and WTCA) for safety Practicas Zrl . x FICS DL 15.0 PSF DATE 05/26/1 7
-perrorm lag those functions. Install- shell provldo comporary bracing per aCS I. Unless not.d oth_V.
tap chartl shall hove propar ly att-ch-d strut[rn. shonthing antl bottom chord shell hnvo n prop-ri att-h 0 AT �p
1 L-C
rig ld calIIng. Lacn[lans sM1own for pormanantu lot
r-stralnt of webs shnlI hnvo braeing Install-tl par a✓� i"�I E •••�@l DL 10.0 PSF DRW HCUSR761 17146067
Q �^ CM1oeions tea, 67 or 010, os o-bd thly. Apply pintos to ouch tarn-of cru ta^tl position os sM1own oboe--nd� L P. • ` ��III `
IIILI�_I a Jalnt Datalis. enlaes n tatl atharw lea. RaTar to drawings 160A-Z fares dnrd Plata pasltlans. -P; (� • LL 0.0 PSF HC-ENG SSB/DF
A 1pina, dl v l slon of ITel Bui 1ding Componcats Group Inc. shall n t bo ro ponsible Tar any Evvletlon from tM1 ,♦��•1•/��O^`O�•.•
drawing, day Tallura to build the truss In conformanc-with ANSI/TPI ,, or far handling. shippin ,, ', •i.w .'�\ a TOT.LD. 45.0 PSF S EQN- 3 506
AN IT'W COMPANY Instal Ia Ian A ornc lag or trusses. g ✓ ••• �.
Ao Pena n thly mr lolYDfvr the dm lgn ehwnl nW Tho aul,:ebI�ICY°antl ueo of thls"ce of tlrn�ingrfareeny°etruceRu r:ele"th '///
IbI par /y S'/Ota* DUR.FAC. 1.25 FROM GLM
sponslblllty or the Dulltling Daslgn-r ANSI/TPI/TPI t Sac.2. /
2400 Lake Orange Dr.,Suite I50 /// f�
Orlando FL 32837 Far mar- Infornntlon s this Job's ganaral n s.page antl th-s-w-b sitar: kp/rylf(lltU'�illti SPACING 24.0" IREF- 1 W1 5 7 6 1 Z02
FL COA 90278 ALPINE: www.elpinol cw.com: TPI: www.tpinsc.erg: WTCA: .w.w.sbcindustry.c-n: ICC: www.Iccsvf-Dou la Fleming Lie Number:66648
t (r
05/26/2017
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - TS )THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W16 2x6 SP #2: Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Right cantilever is exposed to wind End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. (J) Hanger Support Required, by others
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
Bottom chord checked for 10.00 psf non-concurrent live load. with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
- 5X6 = 1 .5X4 III 3X8 = 5X6 = 5X6 - 3X4 = 5X6 = 3X6
6
ff
6-6-0 ( B1) ( B3)13 62) (a)
64) W
1
6-0-
1-4-0 +11-4-0
3X6
� �10-0-0
7X8 - 6X6 = 3X8 = 5X6 = 4X6 = 4X5
1 .5X4 III 1 .5X4 III
Oir
I_ 38-4-12 I 3-7-4-1
42-0-0 Over 2 Supports
R=1908 U=299 �+ .cI�,
•7 r Lr;'niq/ry R=2120 U=300 W=4"
RL=42/-83 /��"�
H=H1 QO- •• • ■S•••%A, y
Design Crit: FBC201ORes/TPI-2007(STD) ' ° V '•(/
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .Oa.07 .1 QT !1 /-/3/-/-/R/- Scale =.1875"/Ft.
•*WARN ING!•• READ AND FOLLOW ALL NOTES ON THIS DRAW]NGI S` ; T ILL 20.0 PSF REF R761-- 875
••IYPORTJWr FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •
Trussos requlro o,,roao taro In fabrlcnting, nantlling, shipping. Installing antl brncing. R,T [ antl MI q`�- DATE 05/26/1 7
ho IntosY atlitlon of SCSI (Bulltling Compon nt$bfoty InTormotlon, by TPI antl WTCA) for saToty prettleas�rl ram ( DL 1 5.0 PSF
o parTormin9[eso funcclons. Instollers sh°II provltlo tampernry brat ing por BCSI. Unloss noted oth .W. • •
tap chord sho 11"hoea proporly Detached st ruetu rnl shoaehing ontl boee m chord s 11 M1ova n proporly att W /�
rigid cal l ing. Locations sM1bwn for pormano.t lo[ornI r.stra lnc of webs shalI h.—broc ing Inste llatl par CAS V ATE .° �B( DL 10.0 PSF DRW HCUSR761 17146083
�I ^ I� cCl ons B3. BT or BIG. as nppil—b— Apply places co ancM1 taco of cru antl position ns shown abovo antl • °
a ��� t..JolnC Dntalls. unless notatl—horwlso. Rarer to drawings 16OAA-Z forsstantlartl pinto positions. •. /� A • ILL 0.0 PSF HC-ENG SSB/DF
A 1pino, o sion of ITW Bulltling Componen s Group Inc. shall n C be responsible for nny tlovlailan from t �1 /�� Q,O 1 °•
owing. boy Tallura t build cha truss In can le rmnnco with ANSI/TPI 1, or for M1antlling, shipping. //�� •.�� OR •.. �'
AN ITW COMPANY Installatlen&brocing of Crass... h �, �` ....�...• �� 'TOT.LD. 45.0 PSF SEQN- 3507
A s.sl on this tlr..Inp or eby psR. Il.t lop thl•tlr�ring, Intllest..•eupunw of proM1s.lonsl .npin..rinp //
reapon.lbllley seloly{ar Cho tlmlgn shorn. Tn°nulubll ley antl use of this tlraring Tor en //a[ruatgra '°`" o `NNA-�' ` DUR.FAC. 1 .25
asponslblllcy aT tM1a Bulltling Doslgner par ANSI/TPl 1 $oc.2, y ///
2400 Lake Orange Dr.Sui(e I50 y �'" FROM GLM
Orlando,FL 32837 Far mnra ,n fermntlen 5 this 3ab•s general n ,pogo antl Chase web.Ito,: a�F4U�lUt��N� SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02
FL C06 90 278 ALPINE: www lne nlpltw.com: TPI: www.tpinst—g: WTCA: www, bclntlustry.cem: 'cc: www.iccsnf Dou la FlemingLie Number:66648
OS/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T6 )
Value Set: 13B (Effective 6/1/2013) Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 TC- From 74 plf at 0.00 to 74 plf at 17.38
Bot chord 2x4 SP #2 TC- From 74 plf at 17.38 to 74 plf at 36.40
Webs 2x4 SP #2 TC- From 74 plf at 36.40 to 74 plf at 43.30
:W1, W2, W13, W15 2x4 SP 2250f-1.9E: :W17 2x6 SP #2: PLT- From 50 plf at 0.00 to 50 plf at 4.42
BC- From 20 plf at 0.00 to 20 plf at 42.00
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 4 plf at 42.00 to 4 plf at 43.30
170 mph wind, 17.11 ft mean hgt, ASCE 7-10, CLOSED bldg, Located End verticals not exposed to wind pressure.
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
DL=5.0 psf, GCpi(+/-)=0.18 Right cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member (J) Hanger Support Required, by others
design.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
In lieu of structural panels use purlins to brace all flat TC a 24" - with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Collar-tie braced with continuous lateral bracing at 24" OC. or rigid
ceiling. BC attic loading: LL = 20.00 psf; DL = 5.00 psf; from 0-0-0 to 4-5-0.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
5X6 = 1 .5X4 III 3X8 = 5X6 = 1 .5X4 III 3X4 - 6X8
� 6
3X6 s
W1 W2
13
7-6-0 B1) NNB2)
(W62) V
W1
(WB3) (WB4) W
6-0-6
11-4-0
3X6 III 10-0-0
7X8 - 4X6 = 3X4 = 5X8 = 4X5 = 1 .5X4 III 4X4
1 .5X4 III 1 .5X4 III
O o
I 36-4-12 I -7-4 1
42-0-0 Over 2 Supports
R=2116 U=312 � @ .CrI
�.77 ���4� R=2184 U=299 W=4"
RL=51/-118
H=H1 w•• S•••.f'f�
Design Crit: FBC201ORes/TPI-2007(STD) 4 •
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .(L .07 .1 QT 1 L/-/3/-/-/R/- Scale =.1875"/Ft.
"WARNING&•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] • tK0 •
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3 � O' � T LL 20.0 PSF REF R7 6 1-- 876
Trusses rogulro a tremo care In Tabrlcneing, hnndllnI shipping. Installing antl brocing. RoTcr t antl IDll w . . . *'�DL 1 5.0 PSF DATE 05/26/1 7
.no la cost odic'..or eCSI (Oulltling Compon nt Salocy In rormnclon. Oy TPI antl WTCA) ror safocy proctic..
o porrorming thasa'unctions. Inscallo..shall provltlo Campo rary brocing por OCSI. Unlass..to otnorAI � •
cop chord shal l ha o prop,rly ott..h.d s[ruet rol --hang and bottom ehortl s„all have a prop. I att...d � DL 10.0 PSF DRW HCUSR761 17laso76
y O rl le Collin Locations n for t late rol r ralnc or woos shall M1ovo bracin I SS g g show .. Apply
est s h...l laotl po116%.
so dons OO, O]or B11 as aoppllcabla. Apply plats to cock r160oor for tantl pasltlt,a shown bova ey A •1•
Q cno Joint Ootalls, unlass n eetl otnerwlso. Refor to tlrowings i60A-Z fors.antlortl plaeo post clone. � � 4 • �.p``
AI Inc a tllvlslon of 17W Dulldln Cam Grau Ina. shall n t ba r lbla for '•. • Qv LL 0.0 PSF HC—ENG AK/DF
p g pavan s p ospons any 1ppl.tlon from t / `O �.
orawing. any rnllura to bulls cno truss In..or., with ANSI/TPI 1, or for hontlling, shipping.
AN 11\1COMPANY Instal lotion N brocing or tra..a.. '�.� . ••..0 ..0 �� r�TOT.LD. 45.0 PSF SEQN- 3681
A eh 1,d—Ing or e,v,r pap, list lnR this dr..ing. Indlt.w..empt.—of prof...Ion
.l .tt01n..rinR ��I�
a.p,nslbl'ley val,ly for eha dmlgo shown. Tho.ulteblil[y and us,of ehl,tlro.ing for any stru ura Is th I�/ s/p iVAt E� DUR.FAC. 1.25 FROM G LM
Pon.lblllcy or".Building Oaslgnar por ANSI/TPI 1 S-2. y/I �`
2400 Lake Orange Dr.,Suite ISO ... IIM "�
Orlando FL 32837 For morn lnrarmatla.It.thls J,b',g...— ..to.p.ga and th..a www wab.lta.: ufIll"I MI°11% SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02
FL COA 90278 ALPINE:www.al pinaltw,com; TPI: .tp—t.org;W www.TCA: sbelndusery.eom; ICC: ..I....r.DQ la Flemin Lie Number:66648
. lr
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T7 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 17.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
:W2, W3, W5, W11, W15 2x4 SP 2250f-1.9E: :W16 2x6 SP #2: design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC End verticals not exposed to wind pressure.
Right cantilever is exposed to wind (J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
In lieu of structural panels use purlins to brace all flat TC @ 24"
OC. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
1 .5X4 II6 5X6 = 3X5 - 5X6 - 3X4 - 3X5 = 5X8 = 3X8
3 61 .5X4 III
8-0-6 1311WB6 (WB2 a. W B2)' 3)(a) W B4) (WB5 W15
W2 1-4-0 (WB1 6-2 12
W16 t11-4_0
6X6 = 6X6 = 4X7 - 10-0-0
6X8 - 4X10 = 3X4 - 6X6
1 .5X4 III
O ash 2
'111.4 33-5-8 _I, 7-2-8 _1
41-7-4 Over 2 Supports
R=1944 U=323 R=207 �.W�M}�f�/
r
RL=76/-138
H=H1 ��•• S••�•�a
Design Crit: FBC201ORes/TPI-2007(STD) • �' •
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1.4 .07 .1 QT 1 L/-/3/-/-/R/- Scale =.125"/Ft.
•`WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] • •
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,� �� • T LL 20.0 PSF REF R7 6 1-- 877
Trusses roqulro o 1i 1 ear, in fabrleacing, h—d—g, shipping, Inscalling ontl brecing. Rafor co and MII w f � DATE 05/26/1 7
cha Incase odlilon of BCSI (Bulltling Campanant Snfoty Information, by TPI ontl WTCA) ror safety praecicnoca • ■ D L 1 5.0 PSF
a parTo rming LM1aso functions. Installors shall provltlo tamparory bracing par BCSI. Unless —d other s •
cap chard shall M1avo proporly o<tnchatl structural shaoching ontl boCcom chord shall halo a praparly— f •
rigitl coiling. Loen[l ons shown for pormanent latoral raseralnt oT webs shall halo bracing Instollotl par SS • ATE : � DL 10.0 PSF DRW HCUSR761 17146085
cl ons BD, BT or 010, ns nppllcabI., Apply plows to each loco of[ru ontl pasiClon as shown abovo ono ja 1
_ Illll��r—' cha Joint Detolls. unless noeatl ochlrwlso. Rafor co drawings 160A-2 fa rsst—d—plow positions. r ° (� �.p`'
d L�� Alpena, a tllvislon of ITW Bulltling Components croup Inc. shall not bo responsible ror any tlavloclon tram t °�• �/ 10`'�•° QV LL 0.0 PSF HC-ENG AK/DF
d rowln ♦ ` •g, any{allure co builtl cM10 truss In conrormanco with ANSI/TPI 1, or Tor hnndling, shippin
AN ITW COMPANY Instal latlan A bracing of trasaaa. g' sr,���t` •••..��.•••• r`TOT.LD. 45.0 PSF SEQN- 3509
A■wsI on thl■dn.Ing or coy■r ps0■ Ilatln0 the■drs■Inp. Intllt■t■s■captsnc■of prof■s■lon■I ■nWln■■rinp �I, /` /� f
• ospanslhlllcy sololy Tar cha dm lgn shorn. Tha aultablllty and use or thls dra.I.g far any structure In th O,� c/'//f A'����v ' DUR.FAC. 1.25 FROM G LM
osponslbl llty oT H,a Bulltling Baslgnor par ANSI1PI 1 SIc.2. /, V'Y
2400 Lake Orange Dr.,Stile 150 Up •at�'
Orlando FL 32837 For mo o InTormacl on so this Job's ganoral n s pogo Intl those wob s pas: HItNItflil�U���t
FL COA 90278 ALPINE: wvw.nlpinoltw.cam; TPI: www.tpinst.org: WTCA: www.sbclnduscry.tom; 1D0: -......Douglap Fleming Lie Number:66648 1 SPACING 24.0" JREF- 1W15761 Z02
05/26/2017
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T8 )THIS DVJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 18.11 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
:W1, W3, W4, W6, W12, W17 2x4 SP 2250f-1.9E: :W18 2x6 SP #2: design.
Lumber value set '13B" uses design values approved 1/30/2013 by ALSC End verticals not exposed to wind pressure.
Right cantilever is exposed to wind (J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50. In lieu of structural panels use purlins to brace all flat TIC @ 24"
OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
5X8 - 3X4 = 5X6 = 3X4 - 4X4 = 5X8
5X5 6-,r
4X10
� 6
W1 W3 62W4 (WB3) W6 VB
W1 3 1 .5X4 III
8-0-6 ( B1 ) ( B4) W1
(WB6) W1 6-2 12
11-4-0
3X6 III 5X5 = 6X6 = 3X8 = 1 1 +10-0-0
6X8 - 5X8 = 3X4 - 1 .5X4 III 6X6
1 .5X4 III
0 -4T-12
1_2-11-41 29-5-8 I 9-2-8 I
41-7-4 Over 2 Supports
R=1944 U=326 R=2075 U=301 W=4"
•••'• •Q••. 'li
H=H 1 � o, �� S�•��
Design Crit: FBC201ORes/TPI-2007(STD) �
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .01 07 .1a tQTY:y /-/3/-/-/R/- Scale =.1875"/Ft.
**WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] TOLL 20.0 PSF
"IMRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, C REF R7 6 1-- 87 8
Trusses..quire.creme a r. in fabrlencing. M1.ndling, snipping, In tailing_d b ncing. R.I.,t Id! 1 r �sDATE 05/26/1 7
tn. laesc odic1on of BCSI (BulII ing Cl p....t S.f.ty Informaclon, bysTPI and WTCA),.-r sn foty pr.ctI..s I , 'rUL 15.0 PSF
cI porr.rming this.functions. Instal loos snlll p—I d.t.mpor.ry I...ing p..BCSI, UnI.—nocotl oth.rwlj.
op.nord.n.l I n .pII,.r..it..nod ....t ral snoatning and bottom csh.I sI. I havo I pIr.t.ly att..M1 ATE ,• Q$( DL 10.0 PSF DRW HCUSR761 17146081
.Igltl coiling. Locations shorn for pl.man.nCull[..al rase.Int of webs stroll M1lva braeing Instoll.d p.r B
I� ctl.ns B3, B7 or B10. .s pp II...... Apply plot..to I_ f.c.of tru Intl position as shown Ibovl Intl •�. • ,
a n �� �h..11lnt DI..:1.. atria..n.t.d Ith—l.I. R.far t.dr.wings 1BOAo_:IIrsscnnd.rd pl.t.p..ltl.n.. _ �' •.. �.L 'OQ..•• LL 0.0 PSF HC-ENG AK/DF
I11JILLII•J Alpin., .0
tllvi si...! ITW Bulltling C..p.nants Group Inc. In.II n t I.r.sp...Ibl.for.try d-1—l.n from th�j��� O, O� �•
.wing. any fallura to build th.truss In canformancl with ANSI/TPI 1, o.(.r handling. shipping, I/ •• �• `
AN ITWCOMPANY Installation B braeing.f tra..a.. �/ F ••••.•••' TOT.LD. 45.0 PSF SE N- 3510
A u�l on thl•drarinp or_V•r p�po I I�tlnp thls drawing. Indlat,,�captmee of prore-lonrl xip lnwarinp ///
//i
raapona bllIty_Illy Tor eh.daslpn ehrni. Tho sul tebl l icy end u_of this drs.Ing r.r any seructuro Is N / S�0 NA� �a�v
2400 Lake Orange Dr.,Suite l50 r.IP...lbll lty If u.Bulltling Dos lgnar par Axsl iTpl t s...z. //4�WW tiu ' DUR.FAC. 1.25 FROM GLM
rn�wuiuu
Orlando FL 3278 FIr m... Inll.mltTPIIII> .tpl st. : WTC l n .pogo and tn...w.b. SPAC I NG 24.0" J REF- 1 W1 57 6 1_ZO2
FL COA H0278 ALPINE: www..lpinlltw.c.m; TP1: wvm.tpinst.Irg: WTCA: www.sbclndustry.cam; ICG: www.•I ccs.f.IDou la FlemingLie Number:66648
� Iti
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T9 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 18.61 ft mean hgt, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT 11, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
:W1, W2, W3, W5, W11 2x4 SP 2250f-1.9E: :W4 2x4 SP M-31: :W16 2x6 SP design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC End verticals not exposed to wind pressure.
Right cantilever is exposed to wind (J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member. WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
In lieu of structural panels use purlins to brace all flat TC a 24"
OC. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
5X8 = 3X4 = 1 .5X4 III 5X8 = 5X8
6
5X5 3X12
� 6
W3 W4 1 .5X4 III
. (W62) B3)(a) (a) ,
11 W2 B2) (a)
8-0-6 W1 ( B1) W5 W1 (a)
W1 6-2 12
I
11-4-0
3X6 III 4X5 - 6X6 = 3X8 = 1-4-0 10-0-0
5X8 - 4X8 - 1 .5X4 III 6X6
1 .5X6 III
0 -12
I, 4-11-4 _I 25-5-8 I 11-2-8 I
EE 41-7-4 Over 2 Supports
IRIlldllll�jlfl
R=1944 U=328 FI r /i/y R=2075 U=305 W=4"
♦��■ ■ .••• .ii
Design Crit: FBC201ORes/TPI-2007(STD) 3� V °
PLT TYP. Wave FT/RT=20%(0%g)/5(0) 16,$11 .01 07 .1 TY:•il /-/3/-/-/R/- Scale =.1875"/Ft.
•*WARNINGI•• REM MD FOLLOW ALL NOTES ON THIS DRAWING] TOLL 20.0 PSF REF R761-- 879•-IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, L, •
T lassos roqul ro aKtremv cola In fabricating, handling. sh IPPI no. Installing one bracing. Rorer t and r I : DATE 05/26/1 7
tha latest edition of BCSI (Building Compon nt Sarocy Informotlon, by TPI and WTGA, far aar,ty Pr..tltas l , �L 1 5.0 PSF
a par Form ing chose runctI—. Instal lays sholl p...Id,temporary brocing par BCSI. Unlass no[od oth •
top chord shall ha.o properly ot[achad structural shoothing and bottom chord shoal haves o prop,rly ottIChl�'° ° ,qTE • c OL 10.0 PSF DRW HCUSR761 17146091
r lgld calling. Locations shown!or parmon..t la[oral rostra lot or woos shoI1 hove brocing Ins calla0 par B ♦ •
ctl ons 63. 67 or ol.. os oppllc.b Apply ploics io,och Fmto of t. ..d p,sl tlon os shown ob.—and q • Y
• d ��� cho Joint Ootails, unloss noced ochorwlso. Rofar co drawings 160AA-Z lorsstondard plat,positl°ns. p�pww���.•• /A' Q P • Q�•
LI19� AI Ino, e di.ISlon of ITW..IIdin Gam p °sp°nslbl°rot any do.lat l on tram th O„`� '°• Lirjl, LL 0.0 PSF HC—ENG AK/DF
p c pon s Grou In shall n t ba r /+ • • V'
drawing. any feiluro to build tn. runs In confarmnnco with ANSI/TPI ,, or tar handling. shipping. �� • . .• ' �70T.LD. 45.0 PSF SE N- 3511
AN ITW COMPANY I——I——&bracing of trusses. I •.•�.•
A s�I on this draw ln•or eo.or paps Ilat ln■thla drawing. Indlcataa scaptsnew of profs..tonal snpInasrinp
rosponslblllty wloly tar cho dealgn shown. Thu aultabiIlty old use bf tlhla drawing far any atructura Is U , //y�r /O NA` �..A\� DUR.FAC. 1.25 FROM GLM
2400 Lake Omnge Dr.,Suite 150 rosponal b1.1 ty of tho Bull.ing Dos I...,por ANSI/TPI 1 Soc.2. /N f \\\\"
Orlando FL 32837 For moro Infarmatlan a thin ob'a anal n 1tl11WIW\\u
g°" 'Pages° `"aaa w°°altaa: SPACING 24.0" JREF- 1W15761 Z02
FL COA 90278 ALPINE: www.ol pinaltw.com; TPI:www.tpins<.org: WTCA: www.sbclndustry.com; ICC: www.lc<sa r,IDDll la Flemin Lie Number:66648
� twtr
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T10 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 18.61 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located.
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
:W1, W2, W3, W4, W13 2x4 SP 2250f-1.9E: :W18 2x6 SP #2: design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC End verticals not exposed to wind pressure.
(J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web In lieu-of structural panels use purlins to brace all flat TIC @ 24"
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. OC.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point)
5X8 = 1 .5X4 III 3X4 - 5X6 6
6 r Tr��
5X8
5X5 3X5
13
W3 W4 � s 5X6
(WB3) (a)
W1 W2 i(NB2) (WB4) ( B4).
8-0-6 ( B1)
W1
(WB5)
W1 6-2 12
11-4-0
3X6 III 4X5 - 6X10 = 3X4 = 1 4To 10-0-0
1 .5X4 III 6X8 - 4X8 = 4X5 = 3X6 III
1 .5X4 III1 .5X4 III
-s-12
_ _ z-0-0
22-7-8 3-9-4 15-2-8
e 41 7-4 Over 2 Supports
R=1943 U=326 ■ AS' F) �i//h R=2075 U=308
RL=139/-171 H-H2
H=H1 ��•°s,. •s�'�7aI
Design Crit: FBC201ORes/TPI-2007(STD) ° '
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 11 . 1 T :h■ /-/3/-/-/R/- Scale =.1875"/Ft.
-WARNING!** READ AND FOLLOW ALL NOTES ON THIS D GI I a
•• T LL 20.0 PSF REF R761-- 880
IY�ORTAM'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses raqulro..tram.car In(abrlcating, M1lntlling, 1111ping, Installing.nd bracing. Rofa,t and�Il y"r °DL 1 5.0 PSF DATE 05/26/1 7
c„I I.casc adItl. of 6CS
1 (Dulltling Co.pon%S.raty Informaclon. by TPI Intl WTCA) far sa f.ty prnccl.os*1 ■
o porrorming th.so r.nctlons. Installs,In,11 prIlId.temporary bracing por DCSI. U.
loss not-otr.rw¢o 1
cop chord sno II h.—prop.,I atl.,h.d str.ct rot sb..thing.rd bottom chord.Moll hay.I prop.,ly.tt..h* •
rigid tolling. L...tlon.s„awn fo,For.....t locoral rostr.lnt of webs shall hdvo bracing I.—II.d p.r H �s1 s aTF, �: DL 10.0 PSF DRW HCUSR761 171aso77
r� clans DD. DT or D10, as appllc.blo. Applyuplatos co oath f.co of tru and P.sicl.n as shown ab",'"doBOO �P •
Q �� tho Joint D.—I , unless noted othcrw ls.. R.for to drawings 160AA-Z I.,ot.ndord plat.posltlor-
lJ Alpino, o tllvlslan of ITW 6ullding Components G...p 1... sha11 n t b,responslblc r.r..y dl.latl.n rram th y��j�•.�/C�OR,OP.•'• ILL 0.0 PSF HC-ENG AK/DF
awing. any folio..co build tha truss In conTormanca with ANSI/TPI 1, or for h.,diing, shlppin
AN IT'WCOMPANY installation A br..ing or tr.ssas. g, �qy F °'i■.es■■■�•• •TOT.LD. 45.0 PSF SEQN- 3512
A sosl on this drsWing or toys.Asps Ilwting NI•tln.ing, Indlutss scaptsnes of prove—lonsl snucgulnss ring y
..spans lbl l lty.ally for tho dmlgn s„own, Th...Itobll lty and.ao or"I.dr..Ing for any sir �wA
240 LaktOmngeDr.,Suilt 150 ..on.I.I.Ity.f th R.ndl.g Dos IS I,p.r ANSI/TPI 1 Soc.2. �4�/, 11 .s DUR.FAC. 1.25 FROM GLM
Orlando FL 32837 For ma ro Information s tM1ls J.b'.gonoreI n s pogo old Chas.wob silos: (� 'u����P-
.. .c
FL COA 90278 ALPINE: www..lpinoltw.com: TPI: www.tp1rs .,g: WTCA: w w.sbclndu.try.com: ICC: www.Icc..r.D0 la Flemin Lie Number:66648 SPACING 24.0" J REF- 1 W1 57 6 1 Z02
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T11 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 18.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W17 2x6 SP #2: Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
End verticals not exposed to wind pressure.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. In lieu of structural panels use purlins to brace all flat TC ® 24"
OC.
Laterally brace BC above filler co 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler Bottom chord checked for 10.00 psf non-concurrent live load.
(if no rigid diaphragm exists at that point)
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
5X8 = 3X4 - 1 .5X4 III 5X8
6 r 6
5X5 % 5X6 ; 6X8
6
WB3(�B1) WB3) 61) 4X6
W32) (a)
8-0-6 (a) (a) (WB4)
(a) 31)
W1 r6-2-12
B2)
11-4-0
3X6 III 4X5 = 6X6 = 3X8 = 10 10-0-0
1 .5X4 5X8 - 4X10 = 4X5 - 3X6 III
1 .5X4 111L 5X4 III
-6-12
19-5-8
8 1
- 22-7-8 -5-1z - - - 17-6-0 - -
�E 41-7-4 Over 2 Supports
rta,ruum�
R=1943 U=326 R=2075 U=307 W=7.25"
RL=138/-171 Ov��.•■' ■'•■��!/yiy
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.- 1 .0- .07 1 A TY: /-/3/-/-/R/- Scale =.1875"/Ft.
—WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI a • TC L 20.0 PSF REF R761-- 881
"IMPORTANT" FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. � 9
Trusses raqul1,oxcrema earn In f.brl.ating, hantlling, shlPping. Installing antl br..Ing. R.—to antl f. � • }�fD
' L 15.0 PSF DATE 05/26/1 7
iM10 latest atll tlon of BCSI (Bulltling Componon[Saf.cy I.r....el,,. by TPI antl WTCA) for safo[y prac[Icos p i ■
o porTv rming t....functions. Install.rs shall prow l do[omp.d.,y....ing par BCSI. Unlass U-1 other rwl� ���
cap chord shall hover proparly oetoehetl struetur.l sh.a[hlnp.ntl boecom ehortl shop have.prap.rly.[each. O ; L 1 0.0 PSF
rigid c.11lnq. Locetl.ns shown Tar Perm.nane Iatoral raserainc of woos shop h...braeing Inseall°d por D DRW HCUSR761 17146080
I� ctl.h.B3, BT or B10. as.ppl lcabla. Apply pla[os[o aa.h f..a of tru and posiclon as shown above and N
ena.lalnt Details, aof IT nB.II othorwis°. Rafor to Inc. gs 1BOAe-z rersspa Ibtl plat
.
Py d-1ns. �,� �. [��O��O�.�� 1 I 0.0 PSF HC-ENG AK/DF
III _LI Alpine. °tll vi sion of ITW Bulltling Components Group Inc, snpll n t b°rasponslbl°for any tlovlaclon Trom ch 6 I_ LL.
tlrawing. any failure to bul Id ch.truss in conform...°with ANSI/TPI 1. or for hantlling. shipping, =I� ��� �.�
AN ITWCOMPANY Installatl.n&bracing.f[r.��p�. �i� ""•' C? `fOT.LD. 45.0 PSF SE N- 3513
A uel.n thle tlrolnp.r cover pope Ilacing this tlnwlnp. Indicates acceptance of Prof eselonel mg lneering
rasponslbl lley sol.ly far cha tloslgn.heron. Tha eultablll[y antl us°.T this tlr.elnB for any e[ruccur. Is eh ' �ryryb•;0INAI�
24W Lake Orange Dr.,Suile ISO rp Ipp Iblllcy.f th.Hr.11ding Ooslgner per ANSI/TPI 1 Soc.2. �IpU..4' 'ut�1l1� DUR.FAC. 1 .25 FROM GLM
Orlando FL 32837 F.r m.ro InrormaClon s thls Job's g.n.r.l s P.O..nd th—w.b sic..: 'tee,
°° ..I....Te SPACING 24.0" JREF- 1W15761_Z02
FL COA IJ0278 ALPINE: www.alpinolcw.com; TPI: www,cpins[.org: WTCA: www.sbcintlusery.c.m; ICC: IDCQ! la Fleming Lie Number:66648
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T12 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 18.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W17 2x6 SP #2: Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "138" uses design values approved 1/30/2013 by ALSC
End verticals not exposed to wind pressure.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler Bottom chord checked for 10.00 psf non-concurrent live load.
(if no rigid diaphragm exists at that point)
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
5X8 = 3X4 = 1 .5X4 III 5X8
6 — 6
5X5 % 5X5(SRS) Xg
� 6
5X6
WB2) NVIB3
V(a)
8-0-6 (a) (WB1)
B2)
(WB2)
W1 6-2 12
4X5
11-4-0
3X6 III — 6X6 = 3X8 = 1—a—o
T10-0-0
1 .5X4 1116X8 - 4X10 = 4X5 - 3X6 III
1 .5X4 III
1 .5X4
(1��2
- - 5-2-8
22-7-8 -5-12 17-6-0
41-7-4 Over 2 Supports tenlldiUgp
4
R=1938 U=325 �)�`;�i' R=2081 U=310 W=7.25"
RL=139/-171 OV •••■ •�•• f/y
H=H1 ® �••��� as��••
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.�1 .0?�.07 1 TY: /-/3/-/-/R/- Scale =.1875"/Ft.
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRA■INGI • •
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � � •� TC L 20.0 PSF REF R7 6 1-- 882
Trussas rcdulro a tfCCS tors In fabrlcncing, hnnollnI shlpping. Inscnlling ontl bracing. Rofar t ontl f 1 ■ % L 15.0 PSF DATE 05/26/1 7
tM1. laws[.tll tian of OCSI (Bulltling Compon nt Safo[y Infsrma[lon, by Tpl ono WTCA) for snfoty prnc[Icas pLl
o p.rfor.1.2 thaso!...clans. Inscnllors shall pravltla Compornry brncing por BCS1. Dnloss npcao ocharwl$D ATE `
tap.hare shall hnvo proporly attoch.d str..tu ral _nthing ontl bottom.hare shall h.—a prapor ly attach. 6
rlgltl.ailing. Locntlons shown far pormnnant la[arol rastrslnt or webs shall .....rn.ing Install.o Par B ; : DL 1 D.D PSF DRW HCUSR76 1 17146078
[ho[Ions B3, 07 or G10. os applicsbl o. Apply pI_ [o a..h Taco of tru nntl pasltlon as shown abovo ontl' • •
J.In D.taiI., ..loss.—d oth.mis Rofar t.tlr.wings 1BOA_Z forestantl.rtl plats pae,t,anz, yw��. . LL 0.0 PSF HC-ENG AK/DF
Q LIM � Al pin.. a tllvlsion of ITW Oulloing Compon.nts Group Inc. shall not b,rosponslblo for any C.vlptlon rr.m th--e-VA�•••�L OK`O�••• `
Crowing. any Tel Jura t bul ltl cho truss in canf.rmanca with ANSI/TPI ,, .r far M1antll ing, shlpping. �O�/��(11 ••...�,.`..•• G� ,g`TOT.LID. 45.0 PSF SE N- 3514
AN IT'W COMPANY Instal lotion A bracing or tr.:eas. n
A Seel on thl•tlretlnp er cover peg. Ileting thle tlreerl ng, Intllee" eeopwnee IT profeeelonel eng lneering �S
raapanslblllty eol.ly for eha tlaslgn shoe.. Tho nulwblllty ontl use of Nle oraeing Tor eny aCru.tura le
24IX Lake OrangeDr.,Suite150 r ponslbllicy of—Bulltling Doslgnar Par ANSI/TPI 1 Sao.2. q/w� Ufl�� DUR.FAC. 1 .25 FROM GLM
YUI!Wlu
Orlando FL 3278 Fnr mar. lnfarmntTPI a e`pl-tb•=gannrnl a pogo nntl thnsa wab eltas: SPACING 24.0" J REF- 1 W1 5 7 6 1 ZO2
FL COA!10278 ALPINE: www.alpin.lcw,com: TPI: www. pl .org: WTDA: www.sbclntlustry.com; IDD: www.IccsofoIDW la FlemingLie Number:66648
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T13 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 18.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 :T3 2x4 SP 2250f-1.9E: DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2 :B2 2x4 SP 2250f-1.9E:
Webs 2x4 SP #2 :W1, W3 2x4 SP 2250f-1.9E: Wind loads and reactions based on MWFRS with additional C&C member
:W17 2x6 SP #2: design.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC End verticals not exposed to wind pressure.
(J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web In lieu of structural panels use purlins to brace all flat TC @ 24"
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. OC.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase
Laterally brace BC above filler Ca 24" O.C. (or as designed) factor for dead load is 1.50.
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point)
5X8 = 3X4 = 1 .5X4 III 5X8
K(NB1)
5X5 T3 - 6
5X5(SRS) 5X8
IT � s
5X6
WB6(63) W66) 63)(a)
W1 11 B2)
8-0-6
(WB5) 11
(W134) (W134) 1
6-2 12
(WB5)
B2 11-4-0
3X6 III 4X5 - 6X6 3X8 1 � 10-0-0
1 .5X4 If)X8 = 5X10 = 5X5 - 3X6 III
1 .5X4 5X4 III
i s- 2
- - 6-0-0
- _ -22-7-8 _5-12 17-6-0
f< 41-7-4 Over 2 Supports Rll�dtp�►lI
R=1943 U=325 n,$ F ���i R=2075 U=310 W=7.25"
RL=139/-171 see.
H=H1 e•`�� S�•�`
Design Crit: FBC201ORes/TPI-2007(STD) •
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.11 .01 07 .1 TYI /-/3/-/-/R/- Scale =.1875"/Ft.
"WARN
ING!•` READ AND FOLLOW TC LL 20.0 PSF REF R7 6 1-- 883
ALL NOTES ON THIS DRAWINGI �•'IWPORTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ :
Tru...s require.cram.ear. In Ta rlcating. h.ntlling, shipping. Install leg antl bracing. R.Tor c antl T I >,
tM1. latosc otllcion of SCSI (Building C.mpan nt Saf.ty Informaclon. by TPI antl WTCA) Tor aafoty Pr..cm.a _ I. r Ilk 9DL 15.0 PSF DATE 05/26/1 7
o p.rT.....9 these funetl.ns. Install rs shall gravid.temporary bracing par SCSI. Dnlass n.tod oeM1orwlja •
top chord.1-11 1,—properly attach.d scruct ral sha.thing and bottom ch.rd shall 1,—.Proporly attach
rigid calling. L...tl.ns shown Tar porman.nt"l.Coral r�stralnt of waba shall hnvo bracing I_.11od par B : ATE J+ QB DL 10.0 PSF DRW HCUSR761 17146089
a r, ^ sections BD B]or B10, as.tppl.d th e. Apply places to...h T.e^otf or st nd position.s sM1own abov.antl e •
AL
ul�l tAl Joln[Oatalls. unloss n[.d.therwls.. Roror to dr wings S1,"-, for ...Ibl plate Py d—lns. •• �� �QQ+••• LL 0.0 PSF HC-ENG AK/DF
A 1pin.. .tll vi sl.n.f ITW Bul ltl leg Componancs Group Inc. shall osponsl blo for tlovintl.n(worn t , ^ •�
tlrawing. any failur.co build[h.truss in canto rmancc wIt ANSI/TPlbl.row Tor handling.nshippl.g. "IIIIeA . •1° O *•• `
AN 17W COMPANY Installation&bracing of tr".s.s `Ii '°°•�®••' .TOT.LD. 45.0 PSF SE N- 3515
A.ssl on ehl,drawing or tovsr pap, listing this drawing. Indlestes s ptancs of profasalonal snglnssrin I��I
.aponslbllley solely Tor th.tlm lgn shorn. Tho 111-11 lty and use.T till,dr.wing for any atrueturs Is ih '���/O Na�
2400 Lake Omnge Dr.,Suile 150 ru,onslbl II[y.f No DuIldlhg Doslgn.r Par ANSI/TPI 1 Soe.2. //y I 11��► DUR.FAC. 1.25 FROM GLM
Orlando,FL 32837 For more Informatlon s this J.b's ganar.l n s p.go and thaso w.D sltos: ' 'u a. oco
FL COA fl0278 ALPINE: www.alpinoltw.com: TPI:www.tpinst..rg: WTCA: www.sbclndustry.cam: ICC: www,Iccsa ToDD11 la Fleming Lie Number:66648 SPACING 24.0" J RE F- 1 W1 5 76 1_ZO2
05/26/2017
i
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T14 )
Value Set: 13B (Effective 6/1/2013) Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 TC- From 74 plf at 0.00 to 74 plf at 4.94
Bot chord 2x4 SP #2 TC- From 74 plf at 4.94 to 74 plf at 24.40
Webs 2x4 SP #2 :W18 2x6 SP #2: TC- From 74 plf at 24.40 to 74 plf at 34.40
TC- From 37 plf at 34.40 to 37 plf at 40.40
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC TC- From 74 plf at 40.40 to 74 plf at 43.30
BC- From 20 plf at 0.00 to 20 plf at 11.32
170 mph wind, 18.61 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 pIf at 11.32 to 20 plf at 24.10
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC BC- From 20 plf at 24.10 to 20 plf at 34.33
DL=5.0 psf. GCpi(+/-)=0.18 BC- From 10 plf at 34.33 to 10 plf at 41.60
BC- From 4 plf at 41.60 to 4 plf at 43.30
Wind loads and reactions based on MWFRS. TC- -21.41 lb Conc. Load at 34.33,36.33,38.33
TC- -76.95 lb Conc. Load at 40.36
End verticals not exposed to wind pressure. BC- 24.17 lb Conc. Load at 34.33,36.33,38.33
(a) Continuous lateral restraint equally spaced on member. BC- 27.55 lb Conc. Load at 40.36
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
In lieu of structural panels use purlins to brace all flat TC 24" with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
� OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Laterally brace BC above filler C- 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler Deflection meets L/360 live and L/240 total load. Creep increase
(if no rigid diaphragm exists at that paint) factor for dead load is 1.50.
5X8 = 3X4 - 3X4 - 5X6
s r 63X4
5X5
5X5(SRS)
a) 5X5 = 61 .5X4 III
8-0-6 a) a) B1) 61) (a)
B2)
1-4-0 B3) (WB3 W18 6-2 12
11-4-0
10-0-0
3X6 III 4X5 - 6X6 = 3X4 = 1�5X4 TI •5X4 III
5X5 = 6X6
1 .5X4 9X8 =5X8
1�i-12
600 1-2 8
- 22-7-8 - - 1 5 2 - - 17-6-0 - -
41-7-4 Over 2 Supports
IRgldli//p�
R=1914 U=351 W=8" - R=17 S11=R2�'� �i��
Design Crit: FBC201ORes/TPI-2007(STD) •� F ••
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .0` 07 .1 TY:k /-/3/-/-/R/- Scale =.125"/Ft.
'*WARN INGI•' READ AND FOLLOW ALL NOTES ON THIS DRAW GI
•' TCJLL 20.0 PSF REF R761-- 884
lID'ORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTOTO RS INCLUDINN G THE INSTALLERS. _ : ;Tr
u.......alto.[rams carsInfabricaging, s"1pping. In .II Ing antl❑racing. Rotor t antl T I . t L 15.0 PSF DATE 05/26/17ihI__ d It.. TCSI (Bulling Co.pon.e Sar... nformation, by TPI antl WTCA) Tor sa raty proccic.sprformingth..Tune clans. Inscall.rs s".II proviso comp.rary broeing par BCSI. Unloss no[.d ocho rw I-top crd shn 11 n-properly ae[acM1ee serucc rat 11,11th ing antl bottom chord snoll nay.a prop.r ly oCcaeM1 •tl tailing. own for p.rm.n.nt"latoraI r.s[rolnc of wo shall h...bracing Inscoll.tl p..a '0: TE ,+ 4 DL 10.0 PSF DRW HCUSR761 17146099
l� Clons B3, B7 or 310, as.pplleablo. Apply pla[os to.ncM1 face of iru ontl poslllon ns shown ab.va antl Q ♦ `
a n IM [Al Jn.. o.ta u., aof IT nEliI .chcrwisa. Ro.r to I..wing. I noo`z.f.rss[...ibl plot.post[-i-1 �']♦• /�� ,OP•♦• rry��w, LL 0.0 PSF HC-ENG AK/DF
IIIJLI Alpin a y 1.1Ion or ITW Bulltling Componan s Group Inc. snail or fo ihl.for any a via[Ion.torn th✓//,(/.�1�♦q+/�♦ (�O ♦♦♦ g-
tlrnwing, eny Tailur.c bulls tM10 truss In conform.ncc wIN ANSI/TPlbt,ror for haneling, shipping. I /� ♦ (t • • \ ��77
AN ITWCOMPANY Inscallatl.n B bracing or,tr.... '�i '•••�••' G z`fOT.LD. 45.0 PSF SE N- 3617
A so.I on thls dr..Ing or toyer pogo Il.ting this dr-Ing, Indicste.•eraptence of prof.eslon.l mpino.rinc
• r..ponsl blllty sot oly far No dm lgn shorn. Th.saltabIIMy end...of Chi.dr..ing r.r.ny structuro le h ',�y,�/O NAL a DUR.FAC. 1 .25 FROM G LM
2400 Lake Orange Dr.,Suite 150 rsponslbll Icy oT tly Bulltling Doslgnch par ANSI RPI a s...z. tq t 1P��
Orlando FL 32837 For.oro Infor...I.n s his Job's g.n.r.l s pogo antl thus.web slcos: �t.a c not
FL COA 90278 1 ALPINE: www..Ipin.i......: TPI: www.tpinst..rg: WTCA: www,.bclne�scry.com: Icc: www.Iccs Dou la Fleming Lie Number:66648 SPACING 24.0" J RE F- 1 W1 5 7 6 1_Z02
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T15 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W3 2x4 SP M-31: Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
H = recommended connection based on manufacturer tested capacities and
calculations. Conditions may exist that require different connections Hanger specified assumes connection to supporting chord is located a
than indicated. Refer to manufacturer publication for additional minimum of five times the depth of the supporting chord from any
information. unsupported end, unless unsupported chord end has 85% plating
coverage.
These support conditions used at hearings indicated
(H1) = HUS26 w/ (2)2x6 SP #2 supporting member. (a) scab reinforcement. 80% length of web member. Same size, species &
(14) 0.148"x3" nails into supporting member, grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails EP 6"
(4) 0.148"x3" nails into supported member. OC.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web In lieu of structural panels use purlins to brace all flat TC @ 24"
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. OC.
Bottom chord checked for 10.00 psf non-concurrent live load. Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50. 5X8 _ 3X4 = 1 .5X4 III 3X5
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler 3X6
(if no rigid diaphragm exists at that point)
6 r
6X6 i (WB1)
W3 B1) B(VB2) (a) 10- -0
(W61)
0-6-6 3X3
3X4 - 1-0-0
5X5 = 4X7 - 11-4-0
3X4(B1) - 1 .5X4 III 4X4 = 1 .5X4 III 1 .5X4 2X6 III
3X3 -1 .5X4 III 1 .5X4 III
15-0-0 �� 22-2-4 _I
- -15-5-12 1_10_ 18-0-0 _gp} _g
� 37-2-4 Over 3 Supports 1ppinlf�
�a �bty
R=786 U=8 W=3.5" R=1969 U=335 W=8" �7 FAQ.///4 R=1104 U=159
RL=366/-115 ��a9s''•.``••' •••a*- f/� y H=H1
Design Crit: FBC201ORes/TPI-2007(STD) •
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.(( 1 .0 `. 7 1 ^A Y.g. F -/3/-/-/R/- Scale =.1875"/Ft.
"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING] 0 :T =L 20.0 PSF REF R761-- 885
••n0ORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .3 1 • •
Truss..requl ro......v c.r In labrlc.eing, hantlling, shipping. Inscalling vntl bracing. R.for co Intl f 11 v r •
tho Iota at otllclan.f BDSI (Bulltling Campanant Salary Incarmnclon. by TPI .ntl WTCA) far nalaty pravticas p * ;TCL 15.0 PSF DATE 05/26/1 7
C.p.rl.rming thl'.!unctions. Installers shall pr.vid.t,.p,r,ry bracing por BCSI. Unlass n.t.tl.tharw is r A
ap chord shall h...proparly.tt..h.d structural sh.athing Intl bottom ch.rd shall hava a proparly.tt.th.d DL 10.0 PSF DRW HCUSR76, 17146110
ra rigld eolling. L...tl.ns sM1own for p.......t l.t.r.l rostra lnt.!webs shall h.v.bracing Inst....d por BC ;AT
� •
t Ions B3. 87 or B10, as.ppill.bl,. Apply pl.t.s co..ch lac.D!tru Intl pasiti an.s shown.bov.and o� � �• 0 �
O [h.Jolnc D.talls, unless n.t.d otherwise. R.—Ca tlrawings 160A-2 1.rsstlnd.rd plat.positions.
a LIM Alpin.. n divisl.n of ITW B.Ilding C.mp.n.nts G...p I... shall not rosponsibl. ..y davi.ti.n lr.m t ••'•;C�Q �••� ILL 0.0 PSF HC-ENG AK/DF
.wing, any I.—r.to—ld t a truss in conform....with ANSI/TPI 1. or for hantll Ing. shipping, /I/ •......••••
AN irwcoMPANY �ost.ilati.n&braei.g.f tr.=z�a. //i eSS+�O�A ' TOT.LD. 45.0 PSF SEQN- 3668
A coal on ihla drawing or cover papa II-ting"to drawing, Indleatas aewptanta of pr.faaalanal anglnaarinW ////
roapanslblllty solely Tor th.tlosla.wt,w Tha s ItabiIIty and use of thin drawing r.r any atr.et.ra la ch N/b {N DUR.FAC. 1 25 FROM G LM
2400 Lake Orange Dr.,Suite 150 r.sponslbi l Icy.f th.B.Ildl.g Dlslgnar par ANSI/TPI 1 S.c.2. k"A"1fli1U1{I{►{
Orlando FL 32837 F.r.1. Inlarm.clan s thls Jab•a g.....1
1 p.go and th.s.nob sits:
FL COA 90278 ALPINE: www..lpin.lcw.com: TPI:awww.tpinst..rg: WiCA: www.sbclnd.stry.c.m; lee: vmw.lccsa l.Dou la Fleming Lic Number:66648 SPACING 24.0 JREF- 1W15761 Z02
1 r
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T16 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT Il, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 :W3 2x4 SP 2250f-1.9E: Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Right end vertical not exposed to wind pressure.
(a) scab reinforcement. 80% length of web member. Same size, species &
grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
OC. with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent live load.
OC.
Deflection meets L/360 live and L/240 total load. Creep increase
Laterally brace BC above filler @ 24" O.C. (or as designed) factor for dead load is 1.50.
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point)
5X8 : 3X4 = 1 .5X4 III 3X4
3X5 ,
IT
6 F
WB2) 61)
6X6 B1) B1) (a) 10- -0
W3
(WB1)
0-6-6
1 .5X4 its 5X5 - 3X8 - 3X3 11-4-0
3X4(B1) - 1 .5X4 III 4X4 = 3X4 = 1 .5X4 I?X6 III
3X3 - 1 .5X4 III 1 .5X4 III
15-0-0 '1= 22-1-0 'I
15-5-12 11710- 18-0-0 _ _8
IE 37-1-0 Over 3 Supports �rtn�dp�gri
R=788 U=8 W=3.5" R=1823 U=335 W=8" G�S F ` /i/y/ R=995 U=159 W=3"
RL=366/-115 0���,.•• ' ■•."••"s1�/L`'
Design Crit: FBC201ORes/TPI-2007(STD)
•
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .O- . 7 1 11 F -/3/-/-/R/ Scale =.1875"/Ft.
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DUDIN GI " TC, _L 20.0 PSF REF R761-- 886
-IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � 1 ® •� �
Trussas require,kt rem,care in fabricating, M1andling, 11111 ing, Installing and bracing. R,T to antl fawg� ■ •
chc latest edition of S
CSI (Building Componanc Safocy Information, by TPI antl WTCA) for safaty praatitaa pot ri ; : TIC L 15.0 PSF DATE 05/2 6/1 7
a pv rfarming ah,so functions. Instal lows shall provle,temporary b acing par RCS I. galas not.d ochorw'A •
cop ch,rd s„all M1avo proparly attach,tl structural shoathing antl butt m chore shall he,,v proparly a tac11, ,�q a T -
rigld telling. L...tlens shown for porman,.t lat,ral rostra lnt of webs shall he,.bracing Instollodcp,r BC rE0 �• �" •1 DL 10.0 PSF DRW HCUSR761 17146105
t ions I33. D7 orBID, as appi1-1,. Apply pl,t,s to vac„loco of cru and Position as s„own abov,and 4 •
Q n �� [h,.la lntaDatalls. anlass naiad atharwisv. Refer to drawings 1G0Ao_Z farsstandare plat,pasitlans. ram v G • F` , P • ILL 0.0 PSF HC—ENO AK/DF
ILI_�L1 Alpinv dlvlslvn of ITW Bul ld ing Compon,nts Group Inc. shell t ba responsibly for any tleviatlon f ch �I��A•��• ®�Off."'
drawing, any fa l lure to build thaw truss In con(,.mane,wit„ANS"TPI 1, yr for handling, sipping, /�' • ,
AN ITW COMPANY inatallatl,n&bracing of trusses' ,/i/`� " •"�°•' C? ,A 'OT.LD. 45.0 PSF SEQN- 3671
A seal on tale tlrawing or cover page Ilacing thla drawing, Indicates acceptance of profeaalonaI englneering //// (f�/ (♦�4
.. rasponslblllty aoldly for the dmlgn shorn. The aUIteblllty end use of this drawing for any acru,tura Is th �i/9/ N!1L— DUR.FAC. 1 .25 FROM G LM
2400 Lake Orange Dr.,Suite 150 rasponalbl I Ity of my BUI1dIng D,algnar par ANSI/TPI 1 soo.2. w�41M{�Ijust
Orlando FL 32837 Far maw v Information s this,,b•s gan,ral a pogo and th,s,wvb alt,a: SPACING 24.0" J RE F- 1 W1 5 7 6 1 Z02
FL CO A N0278 ALPINE: www.aipinvltw.tom; TPI: www.tpinst.org: WTCA: www.sbclndustry.cym: ICC: www.Iccs DoU la FlemingLic Number:66648
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T17 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 :T3 2x4 SP 2250f-1.9E: DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
Bottom chord checked for 10.00 psf non-concurrent live load. with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(i f no rigid diaphragm exists at that point) 5X8 1 .5X4 III 3X4
T3
3X5
6 r
(WB2) (WB3)
6 X 6 B2) (a)
(a)
(WB1)
0-6-6 3X3
1 .5X4
1-0-0 5X8 = 11-4-0
-�- III
1 .5X4 III 4X4 - T II 2X6
3X4(B1) 1 .5X4 II13X4 = 1 .5X4 III
3X3 = 1 .5X4 III
I 15-0-0 1— 22-1-0 _I
15-5-12 1_10_ 18-0-0 _ _B
�E 37-1-0 Over 3 Supports S IMIJ r �I
R=792 U=0 W=3.5" R=1816 U=346 W=8" d `�� //i�/ R=996 U=163 W=3"
RL=391/-120 �OV••0 is is ••.••"�/��
Design Crit: FBC201ORes/TPI-2007(STD)
•
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 1 .0 7 1 TY. . F -/3/-/-/R/- Scale =.1875"/Ft.
**WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING] • T� _L 20.0 PSF REF R761-- 887
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : +t'
Truss....qul,..atremc car In f.brl en[Ing, Handling. sM1lpping, installing entl bracing. R.f.r c and f. • /
ih. latst edition of BCSI (Betiding Comp.n nt Safety lnfcrnatlan. by TPl and WTCA) f.,safety praeticm P� : % TCL 15.0 PSF DATE 05/26/1 7
o performing iM1.s.funeelons. Installers salt provltl,c.mp.,ary bracing por SCSI. "Illy n_oth.rwl. _ ATE •
top chard sn.II I,—prop.,I ntt.—d struct r.. s...tI and bott m cM1ord shall 1a11.pr.P."y atl....
rlgitl telling. Locatl.ns shown far p......nt"lateral restraint of wets snail have brneing Installed Par BC . D L 10.0 PSF DRW HCUSR76 1 17146107
,—, d ens Da, BT or .ppli<abl.. Apply pl.—t...In face of tru and IIt ion as shown above.ntl
d O tn.Joint D.c.IIs unless n.t.d oth...Is Rofer to drewings 16DA-Z fors standard pl.to positions. o G •s 1•
Alpine, a dlv., of ITW Building Comp....ts Group In.. shall net r.sp^n=Ibl,for.ny d.v,.ilan from tH %,�� '••;c�o \�P••� LL 0.0 PSF HC-ENG AK/DF
awing, any Tailort
co build th.truss In.onforman..wl-ANSI/TPI 1. .r for nandl I.,, snlpping. • • e•
AN II CcMPANY Installation&bracing.f t,aaa.�. /�s ` "�"' 'OT.LD. 45.0 PSF SEQN- 3518
A...1 on"Is drawing or Lever page listing tills drawing. Indicates acceptable of prdr...Itn.l glnssring //// V FROM GLM
r.aponslblllty aeldly Tor tb.dmlgn shown, Th.su.I IMy and use or th1.dra.ing f.r any atr ur. Is ih �//
2400 Lake Orange Dr.,Suite ISO rsponsIbllIcy of tiro DuIIding D,.Ign.r por ANSI/TPI 1 sad.2. //y/moo t 'u��� DUR.FAC. 1 .25
Orlando.FL 32837 F.,me Inf....ti.n a this Jeb•a general 9 p.g.and th.so web sites: SPACING 2 4.0" J RE F- 1 W1 5 7 6 1 Z02
FL COA 90278 ALPINE: www,.lpin.ltw,tom: TPI: www. pinst.org: WTCA: www.sbcintlustry.c.m; lee: www,I...'.-Do la FlemingLie Number:66648
' 05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T18 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 16.28 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
Bottom chord checked for 10.00 psf non-concurrent live load. with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point)
5X8 = 1 .5X4 III 3X4 - 3X4
3X5
6 r
6X6 (WB1) 61)
B1) (a)
(a)
(WB1)
0-6-6
1-0-0 3X3
1 .5X4 III 5X8 - 3X4 = �11-4-0
3X4(B1) = 1 .5X4 III 4X4 - 1 .5X4 III 1 .5X4 ?X6 III
3X3 = 3X4 - 1 .5X4 III
Imo ' 15-0-0 �� 22-1-0_I
15-5-12 1_10_ 18-0-0 _
_g
37-1-0 Over 3 Supports
R=791 U=11 W=3.5" R=1818 U=332 W=8" r
RL=354/-113 G
Design Crit: FBC201ORes/TPI-2007(STD) • �� SF •
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1.4 .07 .1 QT 1 L/-/3/-/-/R/- Scale =.1875"/Ft.
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING] O. • T LL 20.0 PSF REF R761-- 888
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses roquiro.atr.ml c.ra In ranricacing, hnneling, 1hipping. Instulling.nd bracing. Ror.r[ antl}all w ■ DATE 05/26/1 7
[hv latest oditlon or SCSI Oull.ln Como n[Snfec Inf.rmatlon, b TPI .nd ATCA ror sl rot ccicoaco •
I Parforming Inns.fun clans. Ins[allo s"snall P�vIUI temporary acing par BCSI. U.....n-Ithcr DL 15.0 PSF
cap eM1III shall h.—Proporly.ttaehld se rpet rIl sho.thing Intl bottom chord s.II M1ay.a praporly vet . •
1 rigid calling. L...tlnns snown ror Pcrmanene"Ilt.... r.str.IIt If webs sM1oII noun br.cing Instilled par s,�5 : ATE : DL 10.0 PSF DRW HCUSR76 1 17146104
d �^ socci.,I Ga.
B]or—1Blo Is opplicnbl., Apply plot..co I.<h fo6Oooi for scnnd positifn Is shown above romp °° •
IIIL1�1 NF� the Jolnc a. Or s, Bolas5..tad acbarwisA RaTar to tlrawings Ic.16OA-ZIT r eard places paslclon s. 4 •
Alpi... I divisi..If ITW Builtling C.mP.n.nts Group Inc. shall 1—ba I—P.nsibl.r any dvvlatlon r t •.•�� `Oii `. LL 0.0 PSF HC—ENG AK/DF
drawing, any fallur.t bull.1M10 truss In conforman<.with ANSI/TPI ,, or far Fondling. hipping. + °�� @ TOT.LD. 45.0 PSF Q
AN ITWCOMPANY II_!"a[lon&bracing of trB=a.= �� ••..0�.••' `� SE N- 3519
A seal on cola drawing or eovar papa 11■tlnp tAla drawing, Indlacaa acaptance of profe—lonal anglnaaring
..�.•
aspons.biiity xlaiy ror
chi dmlOn anon. TnI sulteblIMy Ind um If tnls drbwing Tar any acructuro Is Ch DUR.FAC. 1.25 FROM GLM
2400 Lake OrangeDr.,Suite 150 .apo..lbnlcy or th.B.ndl.g D.algn.r Par A'1 PI , S«.z. �I/� V'rn` �'�'
Orland FL 32837 FI.m... Information s thl.J.b•s g.nbr.l not..pogo and thisl w.b alto,: � l�f1I lult1U'0 SPACING 24.0" J REF- 1 W1 576 1 Z02
FL COA 90278 ALPINE: www..lpinalcw.com; TPI: www. pl ..rg; WT www.sbcinduscr CA: y.cam: ICC: w.vv.IccsaTaIDDU la FlemingLic Number:66648
r ,
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T19 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 :T2 2x4 SP 2250f-1.9E: DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
5X5
1 .5X4 III 1 .5X4 III 3X4 = 3X4
6X6
6
B2) (WB1) B1) (WB1) 9-2-0
r (WB1) B3)
0-6-6
T11-4-0
3X4(B1) - 1 .5X4 III 5X8 - 5X8 = 3X4 = 2XIS III
11Ls 15-0-0 CIE 22-1-0 1
1 17-3-4 _I_ 1 - -1 1
37-1-0 Over 3 Supports
�S �
R=700 U=31 W=3.5" R=2011 U=306 W=8" �, w ��q,�� R=935 U=151 W=3"
50
Design Crit: FBC201ORes/TPI-2007(STD) �•♦�� S�••••
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .4 .07 .1 QT 1 L/-/3/-/-/R/- Scale =.1875"/Ft.
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING] ♦ •
"II�ORTAXT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. „ . O' ° Tj LL 20.0 PSF REF R76 1-- 889
•
Trusses r ulr.. In rabrlca el ca zcremo taro clog. han Ing. sM1lpping, Inscnliing antl')'.Wing. ID�I,ll w . DATE 05/26/1 7
toa Incest oG—s or BCSI (Dal leing Component So rety Inrormation, by TPI .ntl WTCA) for sn racy prattle clGd� •
To rmin [has.functl.ns. Inscallors shall omporo rY g par r,1��tl DL 1 5.0 PSF
o per g provldo c br.eih SCSI. Unless notoe ocho •
Cop chord sM1n1l M1pv.proporly otca chetl strueiu r.l sM1o1[hi1g nntl bottom chortl shall hnv.a pro I C[o f
rigid colling. L.tatlans shown ror P...._nt I.t.rel r.strnlnt of webs sh.II hnvc bracing InIt,IIId pornSS °• DL 1D.0 PSF DRW HCUSR761 17146117
«c Ions G. B7 or 010, .s.ppll bI Apply plots to,.nch roc.or i antl posltl.n.s I-..bov..Q!o , ATE ♦♦♦
- �B.tnlls, .of IT nototl.tharwis.. R.r.r t.tlr.wings 1GDo_Z r.r';tnntlnrtl plat.py di ins. t ;• OP .• ILL 0.0 PSF HC-ENG AK/DF
Ll� Alpin.. elvlsl.n.f ITW Id th ng Componanes Gr... Inc. shall n c bo responslblo for any tlovlati.n Tr.m[
tl raw Ing. any fella'.to build tM1.truss In coot.rman<o with AN51/TPI 1. .r Tor hantliing, sM1lpping. ♦�� •�• `OR, •♦•
AN ITW COMPANY Instal letl.n&bracing or t...I.s. 4. F •..�,��...• �\ TOT.LD. 45.0 PSF SEQN- 3520
A...1 on ihl*dr..ing or cov.r P.P.Il.ting thl.druing. Indle.n..,—pt•n,,of praf...Ionel .nglneering �I,
rosponslb I lacy mloly for tho doslgn ah— Tho sult.bllley and use of till.dr..ing Tor.ny Itructuro le th A
' 6 .sponslblllty or ch.Buliding D.slgn.r par ANSI/TPI 1 Soc.Y. �i� NA1.�� v MAC
FAC. 1.25 FROM GLM
2400 Lake Orange Dr.,Suite I50
Orlando,FL 32837 F...... inrarmacion this Job's g...— n s pogo.nd[h.....b glc.9: NI1118 IQl11O�
FL COA#0278 ALPINE: www,alpinolcw.com; TPI:awww.tpinst.org; WTCA: www.sbclndustry.com; Icc: www.IccsaraDou la FIemin Lie Number:66648 I NG 24.0" J REF- 1 W1 57 61_ZO2
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE./LOT-7 THE RESEREVES - T20 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x6 SP #2 :133 2x4 SP #2:
Webs 2x4 SP #2 :W4, W14 2x4 SP 2250f-1.9E: Right end vertical not exposed to wind pressure.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Special loads
-- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) In lieu of structural panels use purlins to brace all flat TC @ 24"
TC- From 74 plf at -1.63 to 74 plf at 11.26 OC.
TC- From 74 pif at 11.26 to 74 plf at 17.00
TC- From 74 pIf at 17.00 to 74 plf at 18.73 Deflection meets L/360 live and L/240 total load. Creep increase
TC- From 74 pIf at 18.73 to 74 plf at 37.08 factor for dead load is 1.50.
BC- From 4 plf at -1.63 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 18.88
BC- From 20 pIf at 18.88 to 20 plf at 25.92
BC- From 70 plf at 25.92 to 70 pIf at 33.92
BC- From 20 pIf at 33.92 to 20 plf at 37.08
Wind loads and reactions based on MWFRS with additional C&C 3X4 - 1 .5X4 III
member design. . 5X6 = 6
C?X
5X10 SRS8 = 3X8 = 3X4 = 3X3
Collar-tie braced with continuous lateral bracing at 24" O.C. ( )
including chord ends, or rigid ceiling. It
5X5
B3 5X8 =
-
61 5X4 (W61) (WB2) 1114 8-2-0
-5-8
W4
0-6-6
T11-4-0
3X4(Al) - 3X4 = 5X8 - 8X8 = 3X3 III 3X4 III 7X6
ILs 15-0-0 22-1-0 'I
1-8-1
17-0-0 25-11-0 18-4-4 11-2-0
37-1-0 Over 3 Supports
tnattnff�f
R=562 U=35 W=3.5" R=2549 U=448 W=8" �' Fl/•��i//4 R=1026 U=257 W=3"
RL=284/-123 .00
Ov� ACC f��
••s ` ■ • •
. of L
Design Crit: FBC201ORes/TPI-2007(STD) ® �1 •
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .0t 07 .1 T :`,1 /-/3/-/-/R/- Scale =.1875"/Ft.
"WARNINGISH READ AND FOLLOW ALL NOTES ON THIS DRAWING' e T LL 20.0 PSF REF R761-- 890
•aIWPORfANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
T......regulr.a cramp call In Tabrlcnti nnt Safocy Info ng, „nntlling, shipping, Installing and I...Ing. Ror r t antl II DATE 05/26/1 7
cM10 latest all clop or BCSI (Bulltling Comp. rm.t.on, by TPI ...WTCA) for safocy p....lc.s l ■ D L 15.0 PSF
Co parform.ng th.s.functions. Installars shall p...id,temporary braring p.r BCSI. Unlase noted oth-mi •
ap ch.rtl s„al l hnv.proporly n[[acM1.tl strut[rot s„latM1ing and bottom c„ortl s„all hnva a properly attar„�`�• ATE •'QBCDL 10.0 PSF DRW HCUSR761 17146116
rlgld calling. L...clons shown for permanent`I acaral rostra..[of w.s shall havo brat In. Ins[all.d par B
//II s cc.ons BJ. BT or B10. as appil-1- Apply plvtvs co loch faro of Cru end posltlon es shown oboe.and P
T.
tho.lal.t Datalls. u.Iass natad at„arw.sa. Rafar to dr.wl.gs 16OAACZ o(orsstandard PI fa pall tl ans. ram •• A •• LL 0.0 PSF HC-ENG AK/DF
Al p.no, a d.vislon of ITW Bu.lding Campo...-Group Inc. shall n .spans....r any davloclon f h Iyt a�♦'��O�,Q.S♦♦
d rawing, any falluro co build ehv truss In c.......nc.wi[M1 ANSI/TPIel,ror for M1andl ing, shlpping, t n •
AN ITWCOMPANY Installation&bracing of true_ yam., C ••••.>.••••• TOT.LD. 45.0 PSF SEQN- 3661
^ A aeel on thle drawing or cover page Ilating"is drawing, Indira -ptance of pror-lonal anglneering y/1
rosponsl b111Cy vololy for tho dm lgn shown. Tha eulteblllty and us.of Lfle tlrewing for any etruccuro la eh //// S
2400 Late Orange Dr.,Suite 150 r.s"..Ibl l lty of U Bu1lding Doslgnor por ANSI/TPI 1 So..2. 0��� OUR.FAC. 1.25 FROM GLM
/tffygfWlU►UO
Orlando,FL 32 Far more Informac s this Job's general n s pag..ne thaea web alt.s: SPACING 24.0" J RE F- 1 W1 5761_Z02
Fl.conaoz78 Te ALPINE: TPI www.c www.olpin.lcw.com; 7P1: pinsc.org: WTCA: www.sbc.ntlustry.com: ICC:wxw.lc<saraIDoa la FlemingLicNumber:66648
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T21 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 18.50 ft mean hgt, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x6 SP #2 :132 2x4 SP #2:
Webs 2x4 SP #2 End verticals not exposed to wind pressure.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Wind loads and reactions based on MWFRS with additional C&C member
design. Truss must be installed as shown with top chord up.
SPECIAL LOADS
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC - From 70 PLF at 0.00 to 70 PLF at 16.25
BC - From 20 PLF at 0.00 to 20 PLF at 5.08
BC - From 70 PLF at 5.08 to 70 PLF at 13.08
BC - From 20 PLF at 13.08 to 20 PLF at 16.25
Collar-tie braced with continuous lateral bracing at 24" O.C.
including chord ends, or rigid ceiling. 3X4
3X8
3X3 = 5X8 = 1 .5X4 III 3X4 = 3X3
B2 5X8
7-2-0 -2-0
5-9-8
11-4-0
3X3 m 3X4 m
7X6 - 8X8
5-1-0 11-2-0
�r 2 Supports
R=908 U=302 W=4" �, AS` �/ tl.uW& R=955 U=342 W=3"
Off••°�•W � �,•-•C•'/•�//�
Design Crit: FBC201ORes/TPI-2007(STD) 3 °��� s�•••
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .0t 07 .1 T :•,1 /-/3/-/-/R/- Scale =.25"/Ft.
—WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING[
IPDDRAW : T LL 20.0 PSF REF R761-- 891
"IIRTIW" FURNISH THIS ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requiro tremor earn In raprieating. M1antlling. shipping. Installing antl bracing. R-1 t andhaso DATE 05/26/1 7
tho Iacese etlielon er SCSI (Bulltling Component Saraty Information, by TPI antl WTCA) ror saroty praetleas l : DL 15.0 PSF
o perferming t functions. Instnllors shall proaltlo temporary broaing par BCSI. Unless notatl otharwffa •
cop chertl shallh.—properly attach.d structural sM1aotM1ing Intl bottom ol,ortl shall halo a properly attach ATE •'czeC, DL 10.0 PSF
1 rlgltl caliing. Locations Shawn ror permanent latoral rostrelnt or webs shah haul bracing Instailatl par B . • DRW HCUSR761 17146109
Q �^ sections BO. B]or B11 as applicable. Apply places to reach r16DA-Z eru C ntl posi`alon Is shown above antl •�
IIILI�1 the.lalnt Datllls. unless n taE atharwisa. Rafar to tlrawings 160A-Z far';antlartl plate pasltlen9. . O LL 0.0 PSF HC-ENG AK/DF
Alpine, a divlslln or ITW Rulltling Components Greup Inc, shall n t bo rosponslble any tlevlatlon from th y'��•.+�i OO i��.•
tlrnwing, any failure c bulle t o truss in conformance with ANSI/TPI ,, or far M1antlling, sM1ippin ` (\` �� TOT.LD. 45.0 PSF Q
AN ITW COMPANY Instal lotion&bracing er tress:os. g. S'�i °•••..�•.°••# SE N- 3658
A I on thiw CrwwlhW or oovwr pwyw 11 1"W ehl.d—l"Cl. Intllewtww w pnhu oT proTwwwlonwl wnpinwwrinW �J
r rosponsl blI My sot. iar eho tlm lgn shown, Tho sulewbllley wntl use oT this tlre.ing for wny atrueturo Is th �� SS
24DO Lake Orange Dr.,Suite ISO rosponsibl i Icy oT the Bulltling Ooslgnor par ANSI/TPI 1 Soc.Z. ,y �i�q��0 NAL ,1��� DUR.FAC. 1.25 FROM GLM
Orlando,FL 32837 For o Info rmnclon s thls Job's ganaroi s pogo a aboso web'It.- aarewlul
mar `° neta.
F www.lccaara SPACING 24.0" JREF- 1W15761_ZO2
LCOAA0278 ALPINE: www.olpineltw.com; TPI: www.tpinsc.org:WTCA:www.sbclntlustry.cam; ICC: DOU la Fleming Lie Number:
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T22 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 :T2 2x4 SP 2250f-1.9E: DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x6 SP M-26 :133 2x4 SP #2: :B4 2x6 SP #2:
Webs 2x4 SP #2 :W3 2x4 SP 2250f-1.9E: Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Left end vertical not exposed to wind pressure.
Special loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Max JT VERT DEFL: LL:.0.30" DL: 0.51". See detail DEFLCAMB1014 for
TC- From 74 plf at 0.00 to 74 plf at 1.90 camber recommendations. Provide for adequate drainage of roof.
TC- From 74 plf at 1.90 to 74 plf at 13.08
TC- From 74 plf at 13.08 to 74 plf at 22.56 WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
TC- From 74 plf at 22.56 to 74 plf at 35.46 with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
BC- From 20 plf at 0.00 to 20 plf at 3.97
BC- From 20 plf at 3.97 to 20 plf at 5.08 Deflection meets L/360 live and L/240 total load. Creep increase
BC- From 70 plf at 5.08 to 70 plf at 13.08 factor for dead load is 1.50.
BC- From 20 plf at 13.08 to 20 plf at 17.97
BC- From 20 plf at 17.97 to 20 plf at 33.83 Collar-tie braced with continuous lateral bracing at 24" O.C.
BC- From 4 plf at 33.83 to 4 plf at 35.46 including chord ends, or rigid ceiling.
7X6 = 7X10 - 6X8
1 .5X4 � s -
5X5(SRS) 1 .5X4 III 6X8 - 4X4 = 5X8
3X4
7-= B7-1-6V1
� s
61)
0-6-6
�11-4-0
10X10 =H0510 = 1 .5X4 III 7X8 - 3X4 = 1 .5X4 III 3X8(B1)
4X4 III
1-10-12
5-1-0 8-0-0 4-10-10 15-10-6
33-10-0 Over 2 Supports
R=1864 U=389 W=4" �J�0 W=8"
RL=84/-243 0��,.•• ••..�•/d. $
Design Crit: FBC201ORes/TPI-2007(STD)
•
PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/5(0) 16. 1 .0 . 7 1 TY. , F -/3/-/-/R/- Scale =.1875"/Ft.
`•WARNINGI•• HIS RA FOLLOW ALL NOTES TO THIS DRAWN GI • TIC L 20.0 PSF REF R761-- 892
"IMPORTANT-- FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. �' � � •,rli. : 7t Trusses.nquI ro.x n corn In r-hating, h.ndling, shipping, In.t➢IIInd and bracing. R.far to and fo�gw • }B( • .��T
the Intosc oelU on of BCSI (Oulleing Cvnp.n.nt 6afacy Information, by TPI .nd WTCA) far safvey pretties pe7 r : TC L{JL 15.0 PSF DATE 05/26/1 7
o p.rforming chase functions. Installers shell provltlo...porary bracing p.r BCSI. Unless noted othvrw 1. . iiSi
cop chard shall I-proparly atcecM1vd s[ruciurvl sh.aihing and bottom chortl shall h.-a proparly ottachc
r igltl calling. Location.shown far perman.n[ Iota rat r.s[ralnc of webs shall haves bracing Insta l l ad par BC �. . �DL 10.0 PSF DRW HCUSR761 1 71 46007
ccl ens Ba. B7 or B10, .s applicable. Apply plot..to aoch face of cru and position o.shown abov.and O
O Cn.JOIt naiad n Datalls, uhI. och.rwlso. R.r.r to drawings 160A-2 Tarsst.nd.,d plat.Pasl tl.nI. .`���1'� L VP
•• ILL 0.0 PSF HC-ENG AK/DF
a �p Alpin.. a division of ITW Bullding C.mpon s Group Inc. sM1aII not b.-1--1-far any d.vlaclan Pram ch s,�j(��w•AF
d rowing, any Pei lure eo build tM1n truss In eon(.rmanc.wl tM1 ANSI/TPI 1, or for handling, sM1ipping, /�- •..,••�•�•.�
AN ITW COMPANY instal lotion&bracing or truss... �'///`� �`•�r70T.LD. 45.0 PSF SEQN- 3523
A wwwl .n thl•tlrw�ln•or e.vr pAp• II•tln•NI•drA•Inp, Intllewt•�Acuptwnc•bT prpfwswlbnwlp lnwwrinp
r..ponelblllty solely for the d-IG.shorn. Th,s.ltablIIty and be.of thin dr..Ing far eny etr ury le th /'l- A�
2400 Lake orange Dr.,Suite 150 ,1 bl l Ity.f the B.IIdI—D.Ignvr par ANSI/TP1 1 Svc.2. / '•l�o 1 lull DUR.FAC. 1 .25 FROM GLM
Orlando,FL 32837 F.r mar. I..It.thI.J.b'.g.h...I n .p.g.and -w.b.I-.: SPACING 24.0" J RE F- 1 W1 5 7 6 1 Z02
FL COA N0278 ALPINE: www.al pinvlcw.c.m; TPI: www.cpinec.org; WTCA: www..bclndustry.com; 'cc: www.Iccs.fvDou la FlemingLic Number'66648
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T23 )
Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s) require special positioning. Refer to
Top chord 2x4 SP #2 scaled plate plot details for special positioning requirements.
Bot chord 2x4 SP #2 :65, B6, B7 2x4 SP 2250f-1.9E: 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
:Rt Wedge 2x4 SP #2: DL=5.0 psf. GCpi(+/-)=0.18
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member
design.
Left end vertical not exposed to wind pressure.
Calculated horizontal deflection is 0.21" due to live load and 0.42"
Max JT VERT DEFL: LL: 0.27" DL: 0.53". See detail DEFLCAMB1014 for due to dead load.
camber recommendations. Provide for adequate drainage of roof.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
Bottom chord checked for 10.00 psf non-concurrent live load. with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
1 .5X4 III
5X5 = 3X5�**)
6X10 8X8 - 7X8 - 3X4 - 5X8 s
11 1 .5X4
6-2-0
(W61) B1) � 6
-0-0 0-6-6
B5 B6 I
J 12 12 L B711-4 0
6X6 -7X8 - H0510 = SS0514 1 H0715 3X4 = 3X4 = - 4X6(B2)
1 .5X4 ICI 1 .5X4 III 6X8 15, H0510
1-10-172-0-0
1-8- 1-11- 7-4-8 _4_ 2_4_D _4_ 17-10-0 9-3-4
33-10-0 Over 2 Supports
R=1589 U=217 W=4" 1 W=g"
PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC201ORes/TPI-2007(STD) •••�� S�•••'•!'
•
Wave FT/RT=20°/D(O%)/5(0) 16, 1 .01. 7 1 TY. • F -/3/-/-/R/- Scale =.1875"/Ft.
•'WARN ING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI _ • • T� L 20.0 PSF REF R761-- 893
•'IHMKTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINO THE INSTALLERS. "� • is +r'
W • 7 Trusses r ulr •oq c.cr.m.cl ra In labri eating, handling, sM1lppin9. inscalling one pracing. Rofor fa Ind Ta
cM1. iatvst Idlclon oT BCSI (Balltling Compononc Safocy Informotlon, by TPI and WTCA) or sufaty prnctic.s P� r ; : TC j)L 15.0 PSF DATE 05/26/1 7
o p.rfo rming chase functions. Install.rs sM1alI provldo temporary bracing par BCSI. Unl.ss noted otha rwl. p
cop chortl-.11 nova praporly att.1h.tl structural shoa[ning Intl bottom chord shill hay.a properly atench.r� A w7
rigid c.11ing. Lo..tl...shown Tor pormanant lateral rI ern lnt.T wabs shal hove bracing Install.d por BC ��� •1 J �DL 10.0 PSF DRW HCUSR761 17146111
ccI—B3. 0]ar.10, as nppl lcabl o. Apply plat..to anch rnco oT tru antl Position ns sM1own above antl 6 V`I•
Otn.Joint Oatalls, ants.I,--othorwlso, Rofor co drgwings 16OA-2%rsst—rd pinco Positions. °�� �� A ••
d �p Alpine, a d I'll ion of ITW 11.11 ,Compon.ncs Croup Ina. .Hill not b.rospanslbl.far I da intlln.ram eh s'• �j�w•,�(Q % i•'` LL 0.0 PSF HC-ENG AK/DF
wing, any Tallurc co bulltl ch.truss In Genf.rmancc wIU ANSI/TPI 1. .r for handling, shipping. �..•- •��•
AN ITW COMPANY Inst.11aClln A bracing of crass... ''i�`�' '�"' G '� 'OT.LD. 45.0 PSF SEQN- 3524
A nnnl on thin drnwing or c r pngn liming this drawing. Indlentnn ncceptenco of profn..tonal snglnssring n V rosponslbllley sol.ly Tor eho daslgn shown. Tho sultsbll lty and us°of this drnsing for eny struet is eh �// '`
2400 Lake Orange Dr.,Suite150 rasp°^slblllcy of".Balldin°Daslgn.r por ANSI/TPI 1 Sac.2. ,4jwlfulltt OUR.FAC. 1.25 FROM GLM
Orlando,FL 32837 Far m.r. In Tarmatlan. chls J.W g.n.rnl —to,pag.antl those wab slta.: SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02
FLwww,c
COA 90278 ALPINE: www.alpinolcw.c.m; TPI: pinsc.org; WTCA: www. bclnduscry.c.m: ICC: ..l ccs...Dou la Flemin Lie Number:66648
J. ` 05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T24 )
Value Set: 13B (Effective 6/1/2013) (**) 2 plate(s) require special positioning. Refer to
Top chord 2x4 SP #2 scaled plate plot details for special positioning requirements.
Bot chord 2x6 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Lumber value set "136" uses design values approved 1/30/2013 by ALSC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
Left end vertical not exposed to wind pressure. design.
Calculated horizontal deflection is 0.09" due to live load and 0.19" Max JT VERT DEFL: LL: 0.26" DL: 0.52". See detail DEFLCAMB1014 for
due to dead load. camber recommendations. Provide for adequate drainage of roof.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web In lieu of structural panels use purlins to brace all flat TC @ 24"
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. OC.
Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
1 .5X4 III 6X6 6 7X6 = 3X4 - 7X6 - 3X4 - 5X8
5X12(SRS)
� 6
5-2-0
61)
0-6-6
12
11-4-0
10X10 = 6X6 = 7X10 = 12 L ** 3X5 = 1 .5X4 III 4X5(A1)
H1010( )
8X10(**) e
7X8
e 3-10-12_I 2-0-?1, 00,-8 0 _I. 7-3-4
11-0-0 0Ir6i123-10-80_16112 17-10-0
33-10-0 Over 2 Supports ���,�,
R=1578 U=218 W=4" s` �J f h a 12 W=8"
RL=68/-179 �OV�.,•■ ■ ■�•.■ifyy
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/5(0) 16.- 1 .02.07 1 TY: /-/3/-/-/R/- Scale =.187511/Ft.
**WARNINGI** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ a ■ TIC ILL 20.0 PSF REF R761-- 894
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r
Trusses rnquirn otcrvm-.... in f....cnc.. . hnndling• shipping, Ins[nlling nne brncing. Rofor t-one! i ° L 15.0 PSF DATE 05/26/1 7
M1- etlit'. of BCSI (Hulloing Compon-nc S-focy [.'-,motion. by TPI nne WTCA) fvr sn focy procticvs p�l ■
mIgt
o
v por forming[M1osv func[Ivns. Ins[allvrs sM1nll prvvleo tomporary bracing per BCS I. Hnloss nocce o[norwl e,�
top chore IM1oll M1-vo proparly nccn.n.d scructu r-I s_11 Ing.ntl bottom chord shall h.—n prop-,ly ott..hI OO
rigid soiling. Locations,Hawn Tar po,manant 1-[vr-I rost,nine-!webs,Hall have bracing Installed por B ; ATE ; DL 1 0.0 PSF DRW HCUSR761 1 71 46006
t Ions B], B7 or 810, -s appllcnblo. Apply pl-[-s[-oath'ace of cru and poslilon-s shown nDovo antl /(� • O•
d n thu -Inc D-calls. unl-ss n-t-e-tnnrwls-. R-!er t-erawings,BOAo-Z ros:cone-re pinto p-sltlens. 5,-ram •. FL O R`OQ►��. LL 0.0 PSF HC-ENG AK/DF
Ill�ll Alpino, ^division of ITW B,11ding Componancs Group Inc. shall [bo rvsponslbly for any Cevla[Ivn lrvm c f 0.
drvwing, ^ny'.'lure[go buIIIssco[runs In con'-.moot-watt,ANSI/TPI 1. o,!or handIIng, snlppI., n 'y,,� •■o..�...■• ��i'OT.LD. 45.0 PSF SE N- 3655
AN ITW COMPANY Ins[aI lotion t brat In of c s
A sosl on thle drs.lnp or e,,*r peps listing this drawing. Indlcot—sccsptsncs of profeeslonsl englnssrinR
rospone161I icy mloly Tor tho d-1Bn nha.n. Th-sultobll lty and use of tnle dra.Ing for eny atruccu ro Is to �.e�v
2ZO Lakt O.Oge Dr.,SUlle 150 ^spo^sl bl l icy of tho B,IIdIng DosIgner por ARSI/TPI ,Soc.2. 'Y/(� �Wv DUR.FAC. 1 .25 FROM G LM
Orlando FL 32877 F-r mere 1^lerma[ s pi Jeb•s goner. ,page^nd—1.ae web sit-,:TPI
FL COA 90278 ALPINE: : Dcni la FlemingLic Number:66648 SPACING 24.0" JREF- 1W15761 ZO2
www.alpinv lcw.com; TPI www.cpinst.-rg; WTCA: ICC:www.sbclntlusery.tom; www.l ccsa fo
1 05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T25 )
Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQU I REDS
Top chord 2x4 SP #2 •T3, T4 2x4 SP 2250f-1.9E: Nail Schedule:0.128"x3", min. nails
Bot chord 2x6 SP M-26 :B1 2x6 SP #2: Top Chord: 1 Row @12.00" o.c.
Webs 2x4 SP #2 Bot Chord: 1 Row @12.00" o.c.
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Webs 1 Row @ we o.c.
Use equal spacing between rows and stagger nails
Special loads in each row to avoid splitting.
-- --(Lumber Dur,Fac.=1.25 / Plate Dur.Fac.=1.25) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
TC- From 74 plf at 0.00 to 74 plf at 6.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
TC- From 74 plf at 6.06 to 74 plf at 8.06 DL=5.0 psf. GCpi(+/-)=0.18
TC- From 74 plf at 8.06 to 74 plf at 16.33
TC- From 74 plf at 16.33 to 74 plf at 28.73 Wind loads and reactions based on MWFRS.
TC- From 74 plf at 28.73 to 74 plf at 35.46
BC- From 20 plf at 0.00 to 20 plf at 12.05 Calculated horizontal deflection is 0.09" due to live load and 0.17"
BC- From 20 plf at 12.05 to 20 plf at 20.61 due to dead load.
BC- From 20 plf at 20.61 to 20 plf at 33.83
BC- From 4 plf at 33.83 to 4 plf at 35.46 Max JT VERT DEFL: LL: 0.29" DL: 0.56". See detail DEFLCAMB1014 for
TC- 234.80 lb Conc. Load at 2.00, 4.00 camber recommendations. Provide for adequate drainage of roof.
TC- 532.75 lb Conc. Load at 6.03
TC- 159.32 lb Conc. Load at 15.23,17.23,19.23 In lieu of structural panels use purlins to brace all flat TC @ 24"
TC- 271.78 lb Conc. Load at 23.10,25.10,27.10,29.10 OC.
BC- 134.23 lb Conc. Load at 2.00, 4.00
BC- 565.45 lb Conc. Load at 6.03 Deflection meets L/360 live and L/240 total load. Creep increase
BC- 372.51 lb Conc. Load at 13.23 factor for dead load is 1.50.
BC- 96.44 lb Conc. Load at 15.23,17.23,19.23
BC- 93.26 lb Conc. Load at 23.10,25.10,27.10,29.10
BC- 331.49 lb Conc. Load at 29.90
Left end vertical not exposed to wind pressure.
1 .5X4 116X5 = 5X5 6
7X10(SRS) 3k4 =5X5 - 3X4 =T4 3X4 = 5X8
6
4-1-0 L��l
T3
0-6-6
11-a-o
B1 6X8 - 1 .5X4 III 7X6 = 3X8 = 7X6 = 3X8 = 1 .5X4 III
7X6 = - 4X7(B1)
1_ 6-0-12 J 2-0--L 20-8-0 I -1-4 I
� 33-10-0 Over 2 Supports
R=4113 U=626 W=4" ^"
26 W=8"
as
Design Crit: FBC2010Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(0%)/5(0) 16. 1 .0?.07 1 T A /-/3/-/-/R/- Scale =.1875"/Ft.
••WARNING!'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ■ TC L 20.0 PSF REF R761-- 895
•�IIIPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �. a ■
Trussos raquiro oKtramo cars In fabrlcoting, M1.ndling. shlpping, Installing antl bracing. R.-to nntl f I ■ ■
Cho latast edill..of SCSI (Bulltling Component S.raty Informa[ion, by TPI and WTCA) for safa[y practices i ; ® L 1 5.D PSF DATE D5/2 6/1 7
a parforming those funeclon a. Installers sM1all Pr.vldo tcmporery br.cing por BCSI. Unless n.tod otM1arwi�
cap chord shall have proporly at[echatl structur.l sM1ce[hing end bottom co '"or'shall have a proporly a tech. o ATE rigld coiling. Locations shaven for p°rman°nt I.earol restrelnt of webs sha In ll M1ava bracing stall°d`par B • : ID L 10.0 PSF DRW HCUSR761 17146114
c Ions B3. B7 or B10, -eppllwblo. Apply pl.tos to each feco of tru d p.sicl.n as shown nb.-and p
the Joint Dat.I1a un loss noted ochcrwlsa. Rorer to dr.wln 16OA- e°n e ■
gs a z oar's..lord plate penitlans. e �`O `OPee LL 0.0 PSF HC-ENG AK/DF
A 1pine, a division of ITW Bul ld ing Composes is Group Inc. snail n c Oo raspansl ble for any ippli,g. from O ee
AN ITW COMPANY Inse.Iglat ion 8°bracing oI°l rd th.sses[fuss In eonr.rman<c wits ANSI/TPI 1, or for handling. shlpping, �IJ,f L� �.■■.■-`■\■0■ee
`s C? F�TOT.LD. 45.0 PSF SE N- 3627
A eeel on ehle drving or sever pope Il.cl�g this druing. Indleetes eeeepeenee or profess)...I engineering �I
roaponalblllty oo l.ly for rho design sheen. Tho-I lob I IIey and use of this dreeIng ror eny struc[oro is u
2400 Late Omnge Dr.,SDileISO responslbIiley or the B.IIdI g Do,Ignar or ANSI/TPI 1 Sac.2. 'f4/w� ti�N DUR.FAC. 1 .25 FROM GLM
TPI: this WTCA:
Orlando FL 32837 Far mar. Imfer...I..a YUIWIU��1!
�s `g°°...I Ic'e°g°°nd t wcb 91tas SPAC I NG 24.0 JREF- 1W15761 ZO2
o www.alpineltw.com; www.cpl erg, www. Intluscry�o��FLcAeo27g ALPINE: e: ww..l«snfaDou la Flemi!3 Lie Number:66648
' 1 05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T30 )
Value Set: 13B (Effective 6/1/2013) Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP 2250f-1.9E :T2 2x4 SP #2: TC- From 74 plf at -1.63 to 74 plf at 0.00
Bot chord 2x4 SP 2250f-1.9E :B3 2x4 SP #2: TC- From 74 plf at 0.00 to 74 plf at 7.00
Webs 2x4 SP #2 TC- From 160 pif at 7.00 to 160 plf at 15.83
BC- From 4 plf at -1.63 to 4 plf at 0.00
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 20 plf at 0.00 to 20 plf at 7.00
BC- From 44 plf at 7.00 to 44 plf at 15.83
(**) 1 plate(s) require special positioning. Refer to BC- 575.21 lb Conc. Load at 7.00
scaled plate plot details for special positioning requirements.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
In lieu of structural panels use purlins to brace all flat TC @ 24" DL=5.0 psf. GCpi(+/-)=0.18
OC. Right end vertical not exposed to wind pressure.
#1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point)
5X8 ; 1 .5X4 III 5X5
6 (- T2
4-0-6
4X12
3X4(B1)
0-6-6 1 .5X4 III 1 .5X6 III 0-8-0 4X12Al
1 .5X4 ul ** B311-a-o
1 .5X6( ) III 1 .5X4 III
1 .5X4 III 3X3
2X5 m
LIZ1-6-0�
0-11- 2-1-0 9-10-0 2-8-8 0-3_8
15-10-0 Over 2 Supports
R=1469 U=190 W=8" U=194 W=8"
Design Crit: FBC201ORes/TPI-2007(STD) • i�' SF •
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 . 07 0.1 QT s1 L/-/3/-/-/R/- Scale =.37511/Ft.
**WARNINGI*' READ AND FOLLOW ALL NOTES ON THIS DRA►INGI ,'�, • •
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � � O• : TJ LL 20.0 PSF REF R7 6 1-- 896
T..... roqulro ortromv darn in fabricating, h-d-g, shlPPing. Installing antl bracing. R.ror t.antl R.11 D L 15.0 PSF DATE 05/26/1 7
th. latost otli cl on or BCSI (Bulltlal ng Compouc.t Safoty Information. by TPI antl WTCA) for snf y.P'.1tic.. : W
o p.rlorming th.so.functions. Installers s 11 provld.c.mp....y br.eing par BCSI. Unless n c.tl ochor�s �fL$
_top 1h.rd .11 h.v.Properly att chcd st [ur.I sheathing Intl bot[am cM1artl shall I,-n prop.,ly ottacPMd 6 f 1� DL 10.0 PSF DRW HCUSR761 17146116
1 rlgIE telling. L...tlons sM1own!or permanent I.....I rose,.Int oI webs shall havo br.cing Insc.11atl pl,SCS 0
r. ^ soctlo' B1, 07- 010, as o pllcth .Apply Pintos[df.nth T16OA-Z III -d posl[lon ns shown above an •�
a IIIIIII�111LIrJl th.�.Int D.talls. In�nss n tntl v[harwlsl. Rnfnr t awings 160A-2 l.rss nntl.rC plIt,posl[lons, 4. A . LL 0.0 PSF HC-ENG AK/DF
Alpine, a tllvlslon of ITW Sullding C,.p....ts Group Inc. shall n t b.r.sponslblc Tor any tlavlation from c • �/ •• r
tlrawing, any r.ilury to build c.truss in conrormnncl w1U,ANSI/TPI 1, or for M1andli,g. shlppl.g. • C •
AN ITW COMPANY In.[allntlen 6 br..I.g of tr...... • •'•��� `TOT.LD. 45.0 PSF SEQN- 3649
A usl on thI*dreWlnO or.%&rhpspe I, ting thle Cr-Ing. Indlc.t...capt.nc,of prof...lonsl MglrlWwrinp I�'y n `•WW�WWW
r..pon.lbl llty vol.Iy for tM10 dmlgn.h.Wn. Th..u1GblI ity end us.of H,la drsWing for any.trutwra le U �I��VS ` OUR.FAC. 1.25 FROM G LM
2400 Lake Omnge Dr.,Suite 150 r.ep.nslbl icy o!-Bullding Ds lgn.r par ANSI/TPI 1 S.c.2. �Ij�n-'/o�AL
Orlando,FL 32837 For morn InI...tl.n s this Jobs gonor.I n ........d....web sltos: 4'1uninm U11111' SPACING 24.0" JREF- 1W15761_Z02
FL COA H0278 ALPINE: ww Ipin.lcw,com: TPI: wuw.cpinst.org:WTCA: www,sbclneustry.c.m; ICC: www.lcc-Dou la Flemin Lie Num�er:66648
1 05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T31 )
Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning requirements.
Top chord 2x4 SP 2250f-1.9E
Bot chord 2x4 SP #2 :B2 2x4 SP 2250f-1.9E: 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS with additional C&C member
In lieu of structural panels use purlins to brace all flat TC @ 24" design.
OC.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
Laterally brace BC above filler @ 24" O.C. (or as designed) factor for dead load is 1.50.
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point)
H0610 3X4
6 F_
5-0-6
3X8
3X4(B1) nB2 X3
0-6-6 0-8-0 3X4
�— �— F u +11-4-0
1 .5X4 1 .5X4 lu 1 .5X6 III
1 .5X4 III 1 .5X6 1 .5X4 ail
[<1-6-13�
0-11_ 2-1-0 9-10-0 2-8-8 0_3_8
IE 15-10-0 Over 2 Supports
trtat
R=873 U=89 W=8" z 118 W=8"
RL=175/-63
Design Crit: FBC201ORes/TPI-2007(STD) Q �' V SF%•
PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/5(0) 16 1 . .07 0.1 QT s1 L/-/3/-/-/R/- Scale =.375"/Ft.
**WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 7AT
p T LL 20.0 PSF REF R761-- 897
--IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '' t
Truss., Ir,o t em. .r. In Tabrlcetln hand)In s„I In Ins[oll In and b acln Rafar co no Z*oll w ° e
[M10 I__odi....o.DCSI`cBuiloing Comp,n nc Sare[y InrormoU on. by TPI one WCA3rr..9....y par.tIc : ;'
: DL 15.0 PSF DATE 05/26/17
.porrorming[haloctlans. Ins[oll,rs shall provldo tempor.ry bracing par BCSI. Unl.ss no[.d`ot 4. : tcop chord—II „ o pr,porly.tcacM1,d strucc r.l shoe t„Ing and bottom chord shall „—.properly —%d ng Lo.tlons aM1 awn for P,r.....t Iota— rostraI_orwebs,ball hay.bracing Ins[,11. par Sas � DL 10.0 PSF DRW HCUSR761 17146100
DOB] ` Apply plot,,to each roc.or tru and position as shown abovo
Q ��� rho Joint D.[all.. unless noted othcrwis.. R.—to dr.wings 160AA-Z fors,[aneare plat°p.sltl.na. °"� � Q' : � LL 0.0 PSF HC-ENG AK/DF
LI Alpin. a division.F 11..1Iding Components G...p Inc. shall n[b.r.sp...Ibl.far ony deviation From[ ��
g, any rallur.to build t„.truss in conf.rmanco wit„ANSI/TPI ,, or for handling, shipping. • �� ,,-'TOT.LD. 45.0 PSF S EQN— 3526
AN IT'W COMPANY Instal I lotion&bracing or cruasm. ��• ` -fir
A seal on this drawing or cover papa Ilstln0"I.drawing, Indicates—ptanca of profs..tonal anglmar lnp ��,I(_
rmpmslbl l ICY volalY Far tho dmlGo shorn. Tho sultoDl l Ity and um of Ula draw ing for anY atroctu, la g ryII
2400 Lake Omp DI.,Slih 150 Oo"" :b111t1.f eh.Bnllding Doslg..r par ANSI/TPI ,S,c.2. �Ij� V NA���� DUR.FAC. 1 .25 FROM GLM
Orlando FL 32837 F. or. Inrarm.tl,n, tnl,job',g...ral o p.g.and whoa.w.b,Ito,: "�'4"11"M SPACING 24.0" J REF- 1 W1 57 6 1 Z02
FL COA 90278 ALPINE: www.alpinol[w,com; TPI; wuw.[pinst.orp;WrCA: wvnv.sbc Industry.tom; ICC: —Ic—f-Dou la Flemin Lie Number:66648
a 05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T32 )
Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s) require special positioning. Refer to
Top chord 2x4 SP #2 scaled plate plot details for special positioning requirements.
Bot chord 2x4 SP #2 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
In lieu of structural panels use purlins to brace all flat TC @ 24" design.
OC.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
Laterally brace BC above filler @ 24" O.C. (or as designed) factor for dead load is 1.50.
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point) 4X4 = 3 X3
3X4
6-O-6
6 F_
3X8
o-6-sIN
1 .5X4 III 0-8-° 3X8 11-4-0----F �-
1 .5X4(**) III 1 .5X4 III
3X4(B1) = 1 .5X6 III 1 .5X4 ui 3X3
1 .5X4 III 1 .5X6 III
L<1-6-0�
0-11- 2-1-0 9-10-0 2-8-8 0_3_8
j� 15-10-0 Over 2 Supports �ttuiaup
nriy
R=873 U=76 W=8" ,,`` �1 ��W-811
RL=209/-70 �V�'.`.•' •�•.,0 04
y
Design Crit: FBC201ORes/TPI-2007(STD) •
PLT TYP. Wave FT/RT=20%g(O%)/5(0) 16. 0 7 Y.T. F -/3/-/-/R/- Scale =.375"/Ft.
**WARNING['* READ AND FOLLOW ALL NOTES ON THIS DRAWING] • a
•*IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i T L 20.0 PSF
REF R761-- 898
Trusses roqulr..xtr.mo ear, In fabricating, h,ntlling, sM1lpping. Installing and braeing. Rotor to and fd 6� � � ■
the latest od plan.f BESI (Dulldl ng Campanont Safety leform,tl.n. by TPI and WTCA) far sa f,cy Pr ct p } ; TIC 15.0 PSF DATE 05/2 6/1 7
.performing those functl.ns. Instnllcrs shall provlde[omp.r.ry bracing par SCSI. UnI.—notod.th.r— 9[op chord 1211 M1,v.pr.porly attached structural s .thing Ind bottom chard shall Ilnv.I proporly att.,h.tl
rlgld cal I Ing• L,catians shown for p.rm....t lateral r.str.I_of webs shaI I haves braeing I—,I I,d par BC ; ;ATE DL 10.0 PSF DRW HCUSR76l 17146087
ctIon,B3, B7 or 810, as.ppII—Ie. Apply plat..,to each face of tru o.d position.s shown ab.v.antl o � ♦♦ j
A
'UP
th.Joint Dotal ls, ........t.d othcrwlso. R,f,r to drawings 16DA-Z forsst.,d,rd plat.positions. ♦ / P
�P � Alpin.. a division.f ITW..I ltling Components Group Inc. shall n,t be resp.nslbl.for..y d.v Inc l.,from th s%,���♦% t OR1�•-♦•` LL 0.0 PSF HC—ENG AK/DF
tl rowing, ,ny tailor.t ..I Id[ha truss in c.nf.rm.nco with AN
1. or far hantlling, shippin I �1 •�
AN ITWCOMPANY install.tlen br..ing of tra..,. g' S ■"'°•• TOT.LD. 45.0 PSF SE N- 3527
A...1 on thl,ar.•Inp or cov.r pop. Ilstln0 thin ar.rinp. Indl..t...,-pt.n,**f prof........ ......rinp �I/ S ^
'os�^asi bbii;cyor
the tl®IB..h_ Th..ulteb...ty and.s,or Ul.ar..I..fur.ny.tructur. 1.to f/i�ja'OIV At- @� DUR.FAC. 1.25 FROM G LM
2400 Lake Orange Dr.,Suile 150 r of".Bu1.El.g De..gner per ANsI1 PI 1 s,c.z. Wfy�tMilllpLl{p
Orlando FL 32837 For or. Inf.r..il.n s this Job•s gonor.l not..p.g..no t w.b sit..,:
FL COA 90278 ALPINE: w 1Ipinoltw.com: TPI: www.[pinat.org;WTCA: www.sbclndustry c..; lee: ..It__Dou la Fleming Lie Number:66648 SPACING 24.0" J RE F- 1 W1 5 7 6 1 Z02
L
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T33 )
Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s) require special positioning. Refer to
Top chord 2x4 SP #2 scaled plate plot details for special positioning requirements.
Bot chord 2x4 SP #2 :62 2x4 SP 2250f-1.9E: 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Lumber value set "136" uses design values approved 1/30/2013 by ALSC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
Right end vertical not exposed to wind pressure. design.
In lieu of structural panels use purlins to brace all flat TIC @ 24"
OC.
Bottom chord checked for 10.00 psf non-concurrent live load. 4X4 = 3X3
Deflection meets L/360 live and L/240 total load. Creep increase LJ
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point) 3X4 i
7-0-6
6 F —
3X8
1 3X4(B1) 3X3
0-6-6 0-8-0 B2 1 .5X4 III
A,� 11-4-0
1 .5X4 III 3X8 =
1 .5X4 III 1 .5X6(**) III 1 .5X4 III 1 .5X6 III
1 .5X4 III
L11-6-0�!j
0-11- 2-1-0 9-10-0 2-8-8 a-3-8
fE 15-10-0 Over 2 Supports M� uluir�
�+ CC ►yiu
RL U=62 W=8" .K W-8„
=24
'mom"V e�••V ��•••
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16. 0 ° 7 1 Y.T. F -/3/-/-/R/- Scale =.375"/Ft.
—WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ' fL ! REF R761-- 899
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. EY � ;/ATfE
:T L 20.0 PSFTru ssos requlro okt remc taro In fabrl eating, hantlling shipping Install leg and bracing. Rotor[ and fo� 3CM1vlatestedition of SCSI (Building Component Snfoty Information, by TPI and WrCA) for safety pra[Icas P ; TCL 15.0 PSF DATE D5/26/17
o porforming thasounctionnstallers sh ll provltlo temporaryracingpor SCSI. unless notod otM10—cop chord stel l h—properly n[[acM1etl struct rnl sM1wthing end bottom chord shel I h.—a prepor ly at[nchntl �ADL 10.0 PSF DRW HCUSR761 17146082
rigid calling. Locations shown for parmnnantp latora l rostra let of webs shall havo bracing InstalledporDe �
�^ octlons B3, B7 or BID, as opplicnbla. Apply plates to oath fac^oor tr.,,antl sltion as shown obovo antl
dO 1 cha Jalnc Oetells, unless notod otho—I Rotor to drawings 16OA-2 forstantlnrd Plaia positions. O I �''t AAA
A'Pina, n tllvlslen of ITW Building Campenen[s Gran Int. shall [be r P o,,' ��•'�`O K 1O •�••\ LL 0.0 PSF HC—ENG AK/DF
p osponslbio Tor any deviation from iM1 s�j �� '
awing, any failure to build the truss In eonfo rmanca wl tM1 ANSI/TPI I, or for hand1 leg, shipping. �B� �1•••1••••••
AN I1'WCOMPANY �ns[allatian brating of tresses S`r�ONA1.� rb+ OT.LD. 45.0 PSF SEQN- 3528
A uwI on thlw drning or eoy*r pwgw Ilwting thls drsw log, lndlewtww weewpNnew of prof
wnpinwwring ��//
,�, rosponslblllty sololy far tho tlm lgn shown. Tha su ltobll ley antl use of this drawing for any strut[uro Is eh /
240 Lake OrangeOr.,Sui!e150 r ,onslblllty of the Building MID.or Par ANSI/TPI 1 Soa.z. DUR.FAC. 1 .25 FROM GLM
w/,e�n!Iu�un►o
Orlando,FL 32837 For morn Informntlon so anora this Job's gl n s peg,and those web sicos;
FL COA 40278 ALPINE; www.olpinol[w,com; TPI: www,tpinst,org: WrCA: www.sbalndustry.com; ICC: www.Iccsaf.Dou leming Lie Number:66648 SPACING 24.0" J REF- 1 W1 5 7 6 1 ZO2
A
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T34 )
Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s) require special positioning. Refer to
Top chord 2x4 SP 2250f-1.9E :T2 2x4 SP #2: scaled plate plot details for special positioning requirements.
Bot chord 2x4 SP #2 :132 2x4 SP 2250f-1.9E: 170 mph wind, 15.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
Lumber value set "136" uses design values approved 1/30/2013 by ALSC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web design.
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use purlins to brace all flat TIC @ 24"
OC.
Bottom chord checked for 10.00 psf non-concurrent live load. 5X5 = T2
Deflection meets L/360 live and L/240 total load. Creep increase 1 .5X6 III
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed)
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at-that point)
1 .5X4 m
8-0-6
6 (WB1)
1 .5X4(")
3 X 8
0-6-6 4X4
3X4(B1) -
0-8-0 B2iu
_F 3X5 = 11-4-0
1 .5X6 III 1 .5X4 III
1 .5X4 III
1 .5X4 III 1 .5X6 III
Lc:::1-6-g1
-10 0
-1 1-0 2-1-0 9-10-0 2-8-8
15-10-0 Over 2 Supports
���eq�pA�
R=873 U=50 W=8" 0,"`��S W-8'
RL=278/-85 �V •••■ ••.• /�
•
Design Crit: FBC201ORes/TPI-2007(STD)
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16.( I .0 X 7 1 Y.1'. F -/3/-/-/R/- Scale =.3125"/Ft.
••WARNING!•- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ° T REF R761-- 900
••IMPORTANT•• FURNISH THIS DRAW INO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L 20.0 PSF
Trusses raquirl extreme earl In labrienting. M1antlling. shipping, Instllling Intl bracing. RIlor • l DATE 05/26/1 7
cM1I latest cdic1 I!DCSI (Bull".""Campan nc Sl rbty InTlrmatlln, by TPI Intl WTCA) Tor sarety practices p • ; TIC>¢/L 15.0 PSF
o pmrfmrming thasl fu nation". Installers shall prevldl temporary brncing per BCSI. Unless.—d oth—is r A +T1T
toP.1,11d shall haul properly Ittnchld struct ral --hing Intl bottom 1h.1d shall have I properly Ittacllatl
rigid colt Ing. Locatllns shown Tor parmanontu eat— rastrnlnt IT webs shall have bracing Installed per BC � ��� • •�DL 10.0 PSF DRW HCUSR761 17146088
B]or B10. as applicable. Apply plates co Inch roc000f t Intl position as shown above Intl o , O
Joln[Occalls, un loss nototl schcrwl— Refs,to drawings 160A-Z far stnndsrd place pasltllns. /
Alpena, a division o! ITW BuIltling Cl penonts 6rea Ina. =hall n t bI r �% ���'+�(OR
\�P•'� LL 0.0 PSF HC-ENG AK/DF
p aspanslbll Tor any dovilclln from CM1 s/j •+ • �\ a
awing, any Tailuro to bulltl CM1a truss In con to rmancl wltM1 ANSI/TPI 1, or Tor h ling, shipping, /Ir n •1•••1.Or••+
AN ITWCC)MPANY Instllletlln&brncing IT tr„s=I=. //i, y�/O�ld►t� ° TOT.LD. 45.0 PSF SEQN- 3529
Arosponslbll prlfr pg tg1 g e uuglnrrrinp
nsr tlrao
lty oley dei . 1 sulul1 Ity ad -1
Ing Tor any structure la th �
2400 Lake Orange Dr.,Suite 150 rosponsl bl l Ity IT t DUIIding Des Ignor par ANSI/TPI 1 Sac.2. J!/jy'+ 'u'�1p DUR.FAC. 1.25 FROM GLM
Orlando FL 32837 per more In rmatlen s t Cla JIb's ganoral n s pngo and thosa wab=Iraq: SPACING 24.0" J REF- 1 W1 576 1 Z02
FL COA 90278 ALPINE: wwx,olpineltw.cem; TPI• ww. pinsc.org; WTCA: www,sbclnduscry,coml ICC: www,Icc .Dou la Fleming Lic Number:66648
L
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T35 )
Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s) require special positioning. Refer to
Top chard 2x4 SP #2 scaled plate plot details for special positioning requirements.
Bot chord 2x4 SP #2 :132 2x4 SP 2250f-1.9E: 170 mph wind, 15.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 SP #2 anywhere in roof, RISK CAT II, EXP B, wind TIC DL=9.0 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Lumber value set "136" uses design values approved 1/30/2013 by ALSC
Wind loads and reactions based on MWFRS with additional C&C member
(a) Continuous lateral restraint equally spaced on member. design.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web Right end vertical not exposed to wind pressure.
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
Laterally brace BC above filler @ 24" O.C. (or as designed) 3X5 i
Including a brace on BC directly above both ends of filler
(if no rigid diaphragm exists at that point)
1 .5X4 m
5 X 5 (a) 8-1 -6
6 (WB1)
0-6-6 3X8 0-8-0
T T e 1 .5X4 III 4X7 = 11-4-0
3X4(B1) 11 5X4(I**) III 1 .5X4 III 3X3
1 .5X4 III 1 .5X4 III 2X6 III
-11102-1— 9-10-0 3-6-8 a- -8
16-8-0 Over 2 Supports
.wLilltull
.
R=912 U=50 W=8" R- 1. ��$
RL=312/-90
•• 4111
f•••'•.!'fr '�y
Design Crit: FBC201ORes/TPI-2007(STD) ' �` aS� •
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16_ 71 .41.07 .1 QT 1 L/-/3/-/-/R/- Scale =.25"/Ft.
'•WARNING!'• READ AND FOLLON ALL NOTES ON THIS DRAWINGI • �. T LL 20.0 PSF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. @ REF R7 6 1-- 901
Trussos requlro axtrema e(re In(a9hriePeing, hantllYng, sM1ipping. I;stalling antl;racing. R pre antl 1911 w . .. . , *'( DL 15.0 PSF DATE 05/26/1 7
ch. locese.dlt,.n of SCSI OUIItlin tom o nc Sa Toc Inrormotlon, b TPI ono WiCA far safest ctic.s ra •
[o porforming chose functions, Inscnl rs°shall pr...I temp or.ry bracing por SCSI. Unless notatl other j ■
op cn.rtl.Fal l Nava properly attocM1atllstruct rol sM1..thing antl bottom chartl shall haves a praparly att..Zd E DL 10.0 PSF DRW HCUSR761 17146086
11,1 tailing. Lacac Ions shown Tor por.....tu lest.ral r.stralnt of w.-1—1 hove brawl ng Instnllatl pornSs A
chctl ons R3, B]or 010, ns appllcabl°. Apply places to vacM1 Taco oT tr antl pasl[lon as shown oboe.n ; ATE •••
a Joint Datalls, vn lass notctl atha rw Ines. R°far to Craw Ings,BDAo_Z♦nr.,,"Card plu to positions. J �� .• LL 0.0 PSF HC—ENG AK/DF
LJ Alpine, a tli visi°n of ITW Builtling Components Group Inc. shall n e hn rasp...ibl°Tor any tlevlatlon from a ��. / `O •.
tl rowing, any feilur.to bulltl tM10 trans in canf.rmanc.with ANSI/TPI ,, or Tor hantlling. sh 1pping. �,y + i F��]Lt •'�� TOT.LD. 45.0 PSF S EQN- 3 530
AN IT'W COMPANY inscol lotion&bracing of trusses. ,�/�' �.�•••''ate.•
A nosl on th1•Crswlnp or eovwr psgw listing th la tlrswing. Intllestws setwpt—ce or prof...lonsl onglnoorinp ��I�
osponsl blllty solely for the tlm lG.shown. Tho sulteblI lty uses or this Crowing ror any,eruct.r. th y Sao L�i_�pp�° DUR.FAC. 1 .25 FROM GLM
2400 Lake Orange Dr.,Suite 150 osponslblli[y or tho Du1lU leg Oaslgnar par ANsI/TPI 1 Sac.2. I�
Orlando,Fl, 32837 For ma. In c1.n his J.b•s g.....l s pogo antl than.w.b spas: � w1N111q 011►1
`.rma °°` www.lt...re SPACING 24.0" JREF- 1W15761_Z02
FL COA 90278 ALPINE: www.alpinvlew.cam; TPI: www.[pinsc.org: WTCA: www.sbclntlustry,c.m; ICC: IDOlI la Fleming Lie Number:66648
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T36 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.18 ft mean hgt, ASCE 7-10, CLOSED bidg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
design.
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC
Right end vertical not exposed to wind pressure.
WB: Web-Block, meaning 2x4 same grade/species as web. Fastened to web
with 3X3 or larger plates. See DRWG BRWEBLOK1014 for further details. In lieu of structural panels use purlins to brace all flat TC @ 24"
OC.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50. 4X5 -1 .5X4 III
1 .5X4 III
7-11 10
6 f (WB1)
0-6-6
11-4-0
3X5
3X4(B1) = 6X6
[,1-6-Sj
L 14-10-8 _1_1-9-8_1
16-8-0 Over 2 Supports
R=912 U=58 W=8" , h .c ,769 U=152 W=4"
RL=275/-84 ,`r ! �A 6
Design Crit: FBC201ORes/TPI-2007(STD) • �` S� °•
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 .Q .07 .1 QT 1 L/-/3/-/-/R/- Scale =.3125"/Ft.
"WARNING!'* READ AND FOLLOW ALL NOTES ON THIS DRAWING] • Q. • T LL 20.0 PSF
•-IWPORTANr'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a ' REF R7 6 1-- 902
T russas require extreme cnro In£abrlenting, honoling. sM1 1pping, Installing nntl brneing. Roforco antl III w : , ' DL 1 5.0 PSF DATE 05/26/1 7
thn lotosc coition o!OCSI (Building Component Sa£ncy In£ormetlon, by TPI nntl WTCA) £or sa Toty proeele �$$�II,,�
to per(o rming tM1bso!unctions. Installers shall provltlo tnmporery brneing per BCSI, unlass noted othnoc1— � ■
op chord shall M1nvo proporly atinehetl strutt ral sheathing nntl bottom h—d shell „nvo n preporly att IFFGGGGtltltltl . DL 10.0 PSF DRW HCUSR761 '171aso3z
rigid coiling. Locations shown£or permanent"Iot I rostrnlnt oT webs sha 11 „pvo bracing Installed por .S O
a ���r7 aloes 03, 87 or 1310. os pp Ii blo. Apply pl aeos eo one„lnoo oT tru antl position os shown abovo an�u ��� .1• ram
lr� LM1a ,n . Oetalls, unless nB.1I otho rwlso. RnTor to drawings 160Ao_2 forss[antla rtl plum pesiclons. S °• .• f�l. LL 0.0 PSF HC—ENG AK/DF
LI Alpine, n tll vision o£ ITW Building Compononcs Group Inc. sha11 t bn responsible for any tl viaclan Trom c �° p,o •. `�CCC�"'
awing, nny£allure to build c c truss In conformance witM1 ANSI/TPI ,, or for handling, s„lpping, ! JC °+ OR, ••�� `¢TOT.LD. 45.0 PSF SEQN- 3652
AN ITW COMPANY inncnllaelnn a ernting of tresses 'Gj? +°+■■■u■••••
A— 1 on th1,dr■rinO or eov■r p■R■ I I■tInp th 1■ding, I.dic—,iii—ptmnde of profe•■lo,nl ■nng neoring ��I�
osponslbll lty eololy for the deal..nheon. Tho su leabllley end uaa of this d_149!or nny sera uro Is t11 DUR.FAC. 1.25 FROM GLM
2400 Lake Orange Dr.,Suite 150 esponalblmy of ten B.n ding Designer per ANSI/TPI , Sena.
Orlando,FL 32837 For morn Inlermntlen n this J.b•s genornl n a page and these web 51tes: ! N/fypf�l(p1►1N� SPACING 24.0" J REF- 1 W1 5 7 6 1 Z02
FL COA 90278 ALPINE: www.n l p i ne ltw.com; TPI: www.tpl nst.org; WTCA: www.sec l noustry.com: Icc: www.IccsaT Dou la FlemingLie Number:66648
r �
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T37 )
Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
Top chord 2x4 SP #2 DL=5.0 psf. GCpi(+/-)=0.18
Bot chord 2x4 SP #2
Webs 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
4X5 = 3X3
3X4
7-1 10
6 r—
0-6-6 11-4-0
1 .5X4 m 3X8
3X4(B1) 1 .5XIS III
L-C:1-6-0�J
13-2-8 I -8 1
16-8-0 Over 2 Supports 'I
R=912 U=68 W=8" r W
�- w !'r�I/q, R=769 U=140 W=4"
RL=245/-79 XNJ�
Design Crit: FBC201ORes/TPI-2007(STD) •• v SF •.
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 . .07 0.1 QT t1 L/-/3/-/-/R/- Scale =.375"/Ft.
••WARNING!'• REM AND FOLLOW ALL NOTES ON THIS DRAWING] • 0• '
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. S1 ■ : T4 LL 20.0 PSF REF R761-- 903
Trussos raga...o tram.car. In fabricating• handling, shipping. Installing and brncing. Rorer t antl�_II w �' D L 1 5.0 PSF DATE 05/2 6/1 7
cho IatasC.dlclon of DCSI (Du.lding C.mp.n nt S.f.ty Informaclon, by TPI and WTCA) for sa racy practices ■ ■
"porfa rming th oso lance.on s. ]..tailors shall p..vido temporary brocing p.r DCSI. Unloss nototl atM1ors : ■
top chord shall I,—P..porly.tt.—d.tract ral sh_h'.g and bottom 11,11d shall h.vo.pr.p.rly act d •
rigid tailing. Locncl.ns shown for p.rmanent"la[vral r.strnlnc or w.bs shall haves brocing Installotl p.rSCS O• (.� DL 10.0 PSF DRW HCUSR761 17146003
d �r� tl ons p3. pT or p10. as.ppllcnDl.. Apply plat..to o..h taco of tru antl position ns shown abavo E •
�I 'I� Chc.hint D"talls, ani.ss nat.tl och.rwiso. Rof.r t.d...I"gs 1G0o-z f.r�standard Plat.P-111 n.. °"� o• : LL 0.0 PSF HC-ENG AK/DF
LLJ�' Alpino n dl vi slan of ITW pulltling Components Group Inc. shall n t bo responslblo!or any d atlon from t �,r1 • ••
E..w I— nny fallur.t,bulltl th.crass In co-mane.with ANSI/TPI 1. or for handiing, shipping. • •
AN 17WCOMPANY installatl.n&bracing If
tra..... ','uj���a���R,QP 0� ��OT.LD. 45.0 PSF SEQN— 3532
A sal on thl■drulnR or nov■r pep• I I■ting NI■dr■■Ing. Intl',K 8• ptenc■of prof■u l.n■1 ■III' Inp �,�
• rosponslbll icy solely for th.tl..lgn shorn. Tho s�l—.I gI ty end use of this dre■Ing far any s ��
a.pon.Ibl l icy of No DII Id I1g D..Ign.r par ANSI/TPI 1 Sac.2. it uro Is th . �, /O�1�1` � DUR.FAC. 1 .25 FROM G LM
2400 Lake Orange Dr.Suite I50 �j4W '1R1I{� ��
Orlando,FL 32837 Far mar. inrarmatl.n. this Jab•.gan.ral n .pogo and th...wab.it..: wUtu �til:6 SPACING. 24.0" J REF- 1 W1 5 7 6 1 Z02
FLCOA90278 ALPINE: www..lpinaitw.com; TPI: www.tpi—t—S: WTCA: www. bcindustry.com: ICC: www.1....r.DCr la Flemin LicNumber:66648
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T38 )
Value Set: 13B (Effective 6/1/2013) Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 TC- From 74 plf at 0.00 to 74 plf at 5.10
Bot chord 2x6 SP #2 BC- From 10 plf at 0.00 to 10 plf at 5.10
Webs 2x4 SP #2 BC- 146.09 lb Conc. Load at 1.06
Lumber value set "1313" uses design values approved 1/30/2013 by ALSC BC- 235.56 lb Conc. Load at 3.06
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC
(J) Hanger Support Required, by others DL=5.0 psf. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 1.50.
1 .5X4
6
3-1-0
�L
0-6-6
T +11-4-0
1 .5X4 III
2X4(A1)
5-1-4 Over 2 Supports
R=436 U=54 W=8" R=373 U=55 ifltlInal r rf S���y
H=H1
Design Crit: FBC201ORes/TPI-2007(STD) e• S� •+
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 . 07 0.1 QT i1 L/-/3/-/-/R/- Scare =.5"/Ft.
**WARNING!** READ AND FOLLOW ALL NDFES ON THIS DRAWINGI a Q, • REF R761 904
•'IMPORTANT" FURNISH THIS DRAWING TD ALL CDNTRACT0R5 INCLUDING THE INSTALLERS. W ' T LL 20.O PSF
Trusses raqulry a t eme are In fabrlea Cing, hantlling. s„Ipping. Installing antl bracing. Rater to antl roll w °
Cho latost nditlan of rBC51`(Bulltling Campanant Safoty Informatlen, by TPI ntl WTCA) r sofoty pro tie ; DL 15.0 PSF DATE 05/26/1 7
o porfa rming theso functions. Installors s 11 provlda tomper.ry braeingaper BCSI.faUnloss notcOtoeM1cr�s •
top chord shell havo properly attac„atl structural .1—thing antl bolt m chord sho11 h.I.o properly oet.cNMd • •
rigid coiling. L...tlens s„awn far par.....t lateral r..tralnt oP w-s„a II -I.bracing Installetl p.r f,FS ,LiTE DL 10.0 PSF DRW HCUSR761 17146004
I� c Ions B3. BT or BID. as applicable. Apply places to.ac„face of tru antl position as sM1own above I'll
IIUI�I th.Joint Do[alls, unless nocod oth—l— R.—to drawin 16DA-2 forsstandartl late itions. anTR�o • •♦ {ate
a �u AI Inc, a divl sl on of ITW B.1l Cam gs o p pos +, `- +• Y7V LL 0.0 PSF HC-ENG AK/DF
p g ponents Group In<. shall n C bo responsible Par any tlaviation from . +
g, any failure to build CM10 truss in conformanco with ANSI/TPI 1, or for„.—il, , shippin
AN 17WCOMPANY �nslallaUom&bracing of t....I.. 9' ''Y �F '♦. OR�.+''G,�� `TOT.LD. 45.0 PSF SEQN- 3601
A w.l on th1.d.— or eo-1 pip. Ilst ing th 11 dr..Ing, Ii,id1 e..--pt.nt.or pror./.I...I .nttln.ering SI
�osp�onslCl l:ly abloly for t„o tloslgn sh.In. Tha aultabll lty and use oT Chia dra.ing rpr any.eru uro Is rh yj� y/ ,� aa� DUR.FAC. 1 25 '. FROM G LM
2400 Lake Orange Dr.,Suile 150 r or ue a.l Ia ing Designs par ANSI/TPI 1 Sbc.z. 'Y f+r1{„
Orlando FL 32837 For mar. information s this Job's gonoral s pago and thane web spas: y'ki411WII W1 p1ltq $PACING 24.0" JREF- 1W15761 Z02
FL COA H0278 ALPINE: www.olpinalcw.cem; TPI: www.apinst.org: WTCA: www, bclntluscry.com; ICC: www.iccsa DoU la FlemingLie Nurn er:66648
I
05/26/2017
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 17-0010-/OAKMONT CUSTOM HOMES / /NAKELSKI RESIDENCE (MARBE /LOT-7 THE RESEREVES - T42 )
Value Set: 13B (Effective 6/1/2013) Special loads
--(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
Top chord 2x4 SP #2 TC- From 74 plf at -1.69 to 74 plf at 5.81
Bot chord 2x4 SP #2 TC- From 37 plf at 5.81 to 37 plf at 7.73
Webs 2x4 SP #2 TC- From 74 plf at 7.73 to 74 plf at 13.54
BC- From 4 plf at -1.69 to 4 plf at 0.00
Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 20 plf at 0.00 to 20 pif at 5.81
BC- From 10 plf at 5.81 to 10 plf at 7.73
170 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 20 plf at 7.73 to 20 plf at 13.54
anywhere in roof, RISK CAT II, EXP B, wind TC DL=9.0 psf, wind BC TC- 219.01 lb Conc. Load at 5.81, 7.73
DL=5.0 psf. GCpi(+/-)=0.18 TC- 195.95 lb Conc. Load at 6.77
BC- 252.80 lb Conc. Load at 5.81, 7.73
Wind loads and reactions based on MWFRS. BC- 116.25 lb Conc. Load at 6.77
End verticals not exposed to wind pressure. Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non-concurrent live load. 4X5 = 4X7 =
Deflection meets L/360 live and L/240 total load. Creep increase 6
factor for dead load is 1.50.
6 F-- 4X4
4X7
3-6 12
3-6 12
17-4-0
1 .5X4 III 1 .5X4 III 3X10 = 3 X 4
1 .5X6 III
�1-6-124
I 5 9 12 I 1 11 0 1 1 I
IE 13-6-8 Over 2 Supports
/I
R=1414 U=354 W=4" i 1RttltU n8 m/,%;1 46 U-258 W=7.25"
Design Crit: FBC201ORes/TPI-2007(STD) •` `,` S� °•
PLT TYP. Wave FT/RT=20%(O%)/5(0) 16 1 . .07 0.1 QT 11 L/-/3/-/-/R/- Scale =.375"/Ft.
`*WARNING!*' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI : • 0, •
"IMPORTANT" FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3 ■ : T4 LL 20.0 PSF REF R761-- 905
•
Trusses raqulro a tfOCS..It In labrlcating, hantlling. sM1ipping. Installing WC brocing, Refer to antl II w DL 15.0 PSF DATE 05/26/1 7
tM1a latasc eai[lon of BCSI (Oulltling Component 1 p- Info rmativn, by TPI antl WTCA) for so lacy proctlees ■
o p......lag chose functions. Inseallars shall pravitlo tomporn ry bracing For OCSI. Unlass n.tatl : ■
cop ch.rd shall halo properly att..h.d scruct ral shoothing antl bottom chortl shell have o propar ly ottocl tl •
rlgltl collln9. L...tlans shaven for par.....t"Iataral r-r.int of wubs shall have bracing In,-IlG par%CS p0 �TE ' DL 10.0 PSF DRW HCUSR761 17146125
�eetions,]. B]or 010, ns applleth Apply pintos to aoch f16OA-Z tr antl pasitlt.as shown nbova onl7C�a : �
hn alnt Datnils. n.1 IT notntl atharwlsa. Rafar to Erawings 16- .p-lbtl plaza py dI i.t a ° JPC LL 0.0 PSF HC-ENG AK/D F
A'=O, y slon of ITW Dulltling Components Group Inc. shall n e bo rosponslbly!or any Ippl,glon from t °� O °°
g, any fallura to bulltl tM10 truss In conformance with ANSI/TPI 1, or for hantlling, sh 1pping. •��C `
AN IT'WCOMPANY I t.11.tlon&bracing or trnssa=. ��� '•• OR `aTOT.LD. 45.0 PSF SEQN- 3619
vI ••■ •• 01 An.o.l on thln■r.rinW or eoy.r-.g* 1l.tln9-1,tlrr.lnW, Intlle.t...eaptme.of prof...Ip I .npin..rinp ���j •s•■
ronponalblllty oflNyo11e ng�9gn eharrl. Tho sultabll lty.ntl uao gf thin tlr.r lag far eny ntructaro 1.th ��I, �A` � DUR.FAC. 1.25 FROM G LM
aspens l bl lit gnor por AHSI/TPI 1 Ssc,2. �/ 4
2400 Lake Omnge Dr.Suite 150 b
Orlando FL 12837 Far ma a InrnrmatI.,n th Job'.ganornl n s pogo antl lhaza wab.Iran: �14111141 M uwt�`� SPACING 24.0" J RE F- 1 W1 5 7 6 1 Z02
FL COA W0278 ALPINE: wwx.alpinvltw.com: TPI: www,tpinst.org; WTCA: www,sbclntlustry.com: ICC; ..I....laDoa la FlemingLie Number:66648
rr
05/26/2017
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