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HomeMy WebLinkAboutTruss Packet ?PERMIT PACKAGE _ ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 •• •. F/ Florida Engineering Certificate of Authorization Number:0 278 P •�•���A•'"'• g Florida Certificate of Product Approval#FL 1999 : �c j�s '•..�IG Page 1 of I Document ID:I UNH6666ZO403164736 % 6 No.22839 Truss Fabricator: Truss Wood, Inc. Job Identification: 16667-Hagedorn - Richards res. -- St - Lucie County Truss Count: 66 TE OF Model Code: Florida Building Code 2007 and 2009 Supplement O• Truss Criteria: FBC2007Res/TPI-2002(STD) ••'jORVQ••'� Engineering Software: Alpine Software,Versions 10.03, 10.02. SS/QA`� Structural Engineer of Record: The identity of the structural FOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC 07/03/2 12 Minimum Design Loads: Roof 40.0 PSF @ 1.25 Duration Floor 55.0 PSF @ 1.00 Duration Wind 140 MPH ASCE 7-05 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn 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 must ,., h the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number .fi eded by: HCUSR6666 Details: STRBRIBR- Ref Description Drawing# Date Ref, Description Drawing# Date 1 29793--C1 12185062 07/03/12 37 29829 ---F-1 12185128 07/03/12 2 29794--C10 12185063 07/03/12 38 29830 : 10 12185133 07/03/12 3 29795--Cll 12185064 07/03/12 39 29831-- - 1 12185132 07/03/12 4 29796--C12 1,2185065 07/03/12 ' ! 40 29832--F-12 12185131 07/03/12 5 29797--C13 12185066 07/03/12 41 29833--F-13 12185130 07/03/12 6 29798--C14 12185102 07/03/12 42 29834--F-14 12185129 07/03/12 7 29799--C15 12185067 07/03/12 43 29835--F-15 12185141 07/03/12 8 29800--C16 12185065 07/03/112 44 29836—F-16 12185143 07/03/12 9 29801--C17 12185069 07/03/12 45 29837- 7-17 2185145 07/03/12 10 29802 C18; 12185070 07j03/12 46 29838—F 18 � =185137 07/03/12 11 29803--C 8 1 07/03/12 47 29839- F-19 12185138 07/03/12 12 29804- r2 07/03/12 48 29840--F 2 12185142 07/03/12 13 298 �3 07/03/12 49 29841--F-20 12185139" 07/03/12 A 14 2 12185074 07/03/12 50 29842--F-21 121851404 /03/12 15 12185075 07/03/12 51 29843--F-3 12185148 _07/03/12 1 C23 12185076 07/03/12 52 29844 F 4 12185147 07/03'/ 2 809--C24 12185077 07/03/12 53 29845--F-5 12185144 07 29810--C25 12185078 07/03/12 54 29846--F-6 12185149 07/03 F` , 19 29811--C3 12185079 07/03/12 55 29847--F-7 12185136 07/03/12 20 29812--C4 12185103 07/03/12 56 29848--F-8 12185135 07/03/12 � 21 29813--05 12185080 07/03/12 57 29849--F-9 12185134 07/03/12 • 22 29814--C6 12185081 07/03/12 58 29850--FT1-2PLY 12185150 07/03/12 i23 29815--C7 12185082 07/03/12 59 29851--FT2-2PLY 12185146 07/03/12 24 29816--C8 12185083 07/03/12 60 29852--FT3-2PLY 12185151 07/03/12 ,. 25 29817--C9 12185084 07/03/12 61 29853--H3 12185096 07/03/12 26 29818--CJ1B 12185085 67/03/12 62 29854--H5 12185097 07/03/12 27 29819--CJ2B 12185086 07/03/12 63 29855--HJ3 12185098 07/03/12 �28 29820--CJ3 12185087 07/03/12 64 29856--HJ3A 12185099 07/03/12 29 29821--CJ3A 12185088 07/03/12 65 29857--HJ6 12185100 07/03/12 30 29822--CJ3B 12185089 07/03/12 66 29858--MG1 12185101 07/03/12 31 29823--CJ3C 12185090 07/03/12 32 29824--CJ4 12185091 07/03/12 33 29825--CJ4B 12185092 07/03/12 34 29826--CJ4C 12185093 07/03/12 35 29827--EJ2 12185094 07/03/12 36 29828--EJ2A 12185095 07/03/12 a B* a ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR_. (16667-Hagedorn - Richards res. St - Lucie County - C1) 4 A. 7, B Top chord 2x4 SP #2 140 mph wind, 28.73 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SP #2 within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab brace. Same size & 80% length of web member. Attach design. with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X30 7X8= 5X7= 4X8(R) III 12 4X8(R) III 0-6-0 27-6-0 4X6= 6X12= 3X4(B1) = 2X8111 3X31II p�_8- 7-7-0 J— 1-11-9 _I_ 7-11-11 _I 18-3-4 Over 2 Sup ports R=774 U=810 W=8" ilC p R=693 U=747 W=7.36" RL=60 G Design Crit: FBC2007Res/TPI-2002(ST _:�•��CENS ••�'�L�'� PLT TYP. Wave FT RT=20%(0°/g 10(0) 1 .03 1. QT 1 FL 4 R/- Scale =.375" Ft. **WARNING'• READ AND FOLLOW ALL NOTES ON THIS SHEET! • _ "IMPORTANT'" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. j T C L L 20 P S F R E F R 6 6 6 6 29793 T,usses "lull, :.Creme care fn rab,ocatonq. nanalon9. snfpptnq, fnstan+ng ane b,acfng. f ,re ane : T C D L 10.0 P S F DATE 0 7/0 3/1 2 I.M.the latest edl tt on of BCSI (Bullet n9 Component Safety In/ormattpn, Oy TPI ane NT[AI s p rattfcas prior to pert or mtng these functions. Installers shall p...Ids temporary bracing r BCSI• unless noted otnerwa<, top Chore shah neNe properly attached structural sn.eemng and Dot t no r A. -rE OF .: BC DL 10.0 PSF DRW HCUSR6666 12185062 snn7 new a pr^per lr attacnad rigid telling. Locations shown for p:rmana, lateral rest,. f'f, small h.ve breclnq installed per BCSI sections BD. BT or 810, as eppifcaDla • .(i ALPINE ITN B.11d+ng Components Group Inc. (ITNBCG) shed not be responsible for .ny devlatfon from f /� �( BC L L 0.0 PSF H C E N G D R/W P F any failure to build the truss to conformance with ANSI/TPI 1, or for h.ndl+ng, shlppfaq, +nst ••r� . L p R lD< bract ng or vwss es. Apply p7.Ces to each race of vuss and posleton as snow"abor<and on tn: C ��••,•w�••• e• •�` TOT.L D. 40.0 PSF S E Q N- 212481 Details. unless note:otherwise. Refer to dr.wfn95 160A-2 for standard plate positions. A seal / '� �e1�Vy aeawo n9 or toy:r pale listing he thisdesign erewlnn. Indicates acceptance of professional this engineering Q h`�t OUR.F A C. 1.25 FROM M C 71 .ulld�l.g Components Group ne• rarpo^sob"+ty solely for the eastga show^, me aw+t.btl+ty and wse or tn+s design for any:[rats wre V'Y the responsibility or the Building Oes+9^er Der ANSI/Tpl 1 Sec.2. For• e +nfor•.tfon se Thts Jobs Haines Ciry,FL 33844 g.....1 notes pale: ITN'BD4: www,ttwbcg.too; TPI: www.tpinst.org; NTCA: www.sbclndusCry.com; SPACING 2 4.0" J R E F l U N H 6 6 6 6 Z 0 4 FLCOA#0278 ICC: www.+cc..f...rg k/ � 07/03/2012 • ir 1 t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUrMITTED BY TRUSS MFR. (16667-Hagedorn Richards res, St - Lucie County - C10) V. a , Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.77 ft mean hgt, ASCE 7-05, CLOSED bldg, not located owner. within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent live load. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L1240 total load. MWFRS loads based on trusses located at least 14.38 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 5X8= 3 X 3 4 3X4= 5X7= 3X4= 5X7(R) III 12 0-6-0 1 8 +27-6-0 PEI 3X4(B1) = 5X7(R) III 3X8= 4X5= 6X6= 2X8111 3X4 III °gip 1 9 Q 11-4-11 I 11-11-12 I 24-1-7 Over 2 Supports R=1008 U=1027 W=8" r\,w, 00 �$�yj, R=927 U=995 W=7.36" Design Crit: FBC2007Res/TPI-2002(ST/10.94', p'•� lip yG PLT TYP. Wave FT RT=20%(O%)/10(0) 03. 0 :OTY 1 FL 4/ -/R - Scale =.3125" Ft. `'WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEET] " **IMPORTANT'* FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. _ T C ILL 2 0.0 P S F R E F R 6 6 6 6- 29794 Trusses r<Rutr<<str<me care to fabrtcattnq, he ndlt nq, shipping, instellt nq entl br sting. f ,t•nd 1.1l..the latest<a+t+<n"r Bc st (Building Component seretY InformeN on, by TPI end WTCA) :4T<e; T C D L 10.0 P$F DATE 0 7 0 3/1 2 ....... cH ces prior to perrorM n9 these runt Lions. Installers :Hatt provide temporary bracing p BCSI. Unless noted otherwise. top chore that1 nave properly ettacned strutt�r�t sheathing and butt ch. : TE �F ' BC DL 10.0 PSF DRW HCUSR6666 12185063 shell have a properly attached rigid ceiling. Locations shown for permanent lateral restrain slo shell have bracing Installed per SCSI sections Bl. 57 or BID, as applicable. ( -ALPINE ITW Bu11d1ng Components Group Inc. (ITWBC" shall not b< responsible for any deviation from t j `Q R 1V< BC LL 0.0 PSF HC ENG DR/WPF any failure to bu119 the truss 1n conformance with ANSI/Tpl 1. or far handling. snipping, instal � • \ T0T.LD. 40.0 P$F SEQN212540 bracing of [ruse:. Apply elates to each rate or trssandposition as shown above and on the Jo •••..••••�•• •�.y Oetatls. unless noted otherwise. Nef er to drawings LIDA-Z 1or sta nd artl plate positions. A seal on v[� �v drawing or cover pegs listing this drawing. Indicates acceptance of professional engineering ©,�v■/� 7din g Components Group nc. re:Puna bility solely for the design shown. The suitability and use or this design for any structure is /^.F�� D U R.F A C. 1.25 FROM MC the resPons+b111 ty of the Banding Designer Der ANSI/TPI 1 Sec.2. For m e inf ormatlon se Th+s Job's q Haines City FL 33844 genera notes page: ITM BCG: www.ttwbcq,com; TpI: ww.tptnst.orp; WTCA: www.sbC ndu.try.com: O/IO3/2OI2 SPACING 24.0" J R E F 1 U N H 6 6 6 6 Z 0 4 FLCOA#0278 CC: www.icta.r..arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFB. (16667-Hagedorn - Richards reses' St : Lucie County - C11) t IL J . Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.77 ft mean hgt, ASCE 7-05, CLOSED bldg, not located owner. within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent live load. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 14.38 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X30/ 3X4= 5X7= 3X4= 6X8(R) III 12 5X�( qu 1- -8 �27-6-0 3X4(131) = 5X7(R) III 3X8= 4X5= 6X8(R) III 2X8 III 3X4 III °gip 9- 11-8-8 I 12-3-12 I FE 24-9-4 Over 2 Supports I RL1034 U=1056 W= �Kwt8" 1. ! � R=953 U=1024 W=7.36" E1NS4�e'P16 Design Crit: FBC2007Res/TPI-2002(ST �+ PLT TYP. Wave FT RT=20% 0% 10(0) 1003. 0 �';OTY FL 4/ R - Scale =.3125" Ft. "•WARNING"' READ AND FOLLOW ALL NOTES ON THIS SHEET! T C L L 20.0 P S F R E F R 6 6 6 6- 29795 "IMPORTANT" FUR NISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. � Trusses require eitreme care to fabricating, handling, shipping. Installing and Dr..Ir,, o no s roll ow the latest.d,t,on of ecsl IBunatnv co.ponent saner Innrmatlon, br rvI and NTCAI f s.fet : T C D L 10.0 P$F DATE 0 7/0 3/1 2 prod+.as Dr for to perform+ng these functions. Installers sh•11 Dr o.Itle temporary Dracing p BCSI. : TE OF Unless noted otherwise, top chord shall ha.a properly attached structure sheathing and Dotto n9BC DL 10.0 PSF DRW HCUSR6666 12185064 shall hale a property attached rigid caning. Locations shown for permanent latera restrain 4 shall have bracing Installed per BCSI sections 83, B7 or BIO, as applicable. ALPINE ITW Building Components Group Inc. (ITNBCG) shall not be responsible for any ae.ntIon from t �yy 1 O �O• BC ILL D.0 P$F H C-E N G D R/W P F any failure to build the truss +n conformance with ANSI/TPI 1, or for handling, aht pp+nq. Install 0/1•-•a•.•••�.• a •—` placing of trusses. ApIIIY pates to each face of truss and position as shown above and an tea Jot loll..••��.vy T 0 T.L D. 40.0 P S F S E Q N- 212558 Datailz. unless noted otherwise. Refer to drawings I6OA-Z for standard plate position,. A heel on /� �� �L.Com onen ae.w+ng or co.er page t,sttng this arawtng, tna"'i's acceptance of profesatonel eng+n'artnqDUR.FAC. 1.25 FR0M MC P is Group nc. r sponstbntty solely for the design shown. Tile suitability and u.a of this aas,gn for any seructure 1. the responstbtltty of the Building Dea goer Der ANSI/TPI 1 Sec.2. For m e 1n1'—det+on se Thta lob's Haines City,FL 33844 genera notes Deg<: ITN-B[G: wwu.ttwbcg.com; TPI: ww ww 07/03/2012 FLCOA#0278 Icc: www.,«s.n.org w.tp+na.orv; NTCA: w .abctndostry.con $PACING 2 4.0'+ J R E F- 1 U N H 6 6 6 6 Z 0 4 f • I a, 'At 1 + THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU94ITTED 8Y TRUSS MFR. (16667-Hagedorn - Richards resew - St - Lucie County - C12) l r� Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.77 ft mean hgt, ASCE 7-05, CLOSED bldg, not located owner. within 9.00 ft from roof edge, CAT II, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent live load. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 14.39 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. 6X6= PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X34/ 3X4= 5X7= 3X4= 6X8(R) III 12 0-6-0AEE� -I n 1 8 *27-6-0 3X4(B1) = 6X6= 3X10= 6X8(R) III 4X5= 2X8III 3 X 5 III W 12—L 12-0-5 I 12-7-12 I Imo— 25-5-0 Over 2 Supports Its— R=1060 U=1084 W=8" R=980 U=1052 W=7.36" RL=34 a.... ..... 44G 1VgF.•.•,�,,y Design Crit: FBC2007Res/TPI-2002(ST G PLT TYP. Wave FT RT=20%(O%) 10 0 1(:s'03. 0 •': OT 1 FL 4/ R - Scale =.3125"/Ft. **WARNING READ AND FOLLOW ALL NOTES ON THIS SHEET! •* T C L L 20.0 P S F REF R 6 6 6 6- 29796 —IMPORTANT— FUR TN DESIGN ESIGN TO ALL CONTRACTORS TORS INCLUDING INSTALLERS. I. es rlateau,re eatremn tare ,n febricatl np, he ntlllnq, ahipDin. installing and braD,ng. a T C D L 1 0.0 P S F DATE 0 7/0 3/1 2 ran ow the at ea,Lion of ecsl (Bu11d1 n9 component sa Tety Irrorma ti on, by TPI and NTCAI ' practices prior to performing these functions. Installers shall pro"de temporary bracing SCSI. antes: notes otnerw,se, eop chore:nett nave properly attached structural sheathing and butt char i /�,C :nett n.v.a properly.btached r,gld D.n,ng. acationa shown for p.rmarent tatar.t rears, a :� TE Vf j 4 BC DL 10.0 PSF DRW HCUSR6666 12185065 shall nave bracing installed per SCSI sections 83. B]or BID. as applicable. ALPINE ITN Banding Components croup Inc. ([TNBCG) Snell not be responsible Tor any d.v+at,on Trom •••L Q R�Q• B C L L 0.0 P S F H C-E N G D R/W P F any ran are to butte the vase it conrorm.nce with not be 1. or ror hendii ng, shipping. meta V '` bracing or true:es. Apply plates to each race or Cross and position as prawn above and on the Uo •**"a*..+••� TOT.LD. 40.0 PSF SEQN— 212568 Details. unless noted otherwise. Peter to drawings 160A-Z for standard plate positions. A seal on I BU#d!n COIN cnanf5 Grou ne, drawing or cover page it sting this drawing, Indicates acceptance oleDroTesslonal engineering v/{� 9 P P esponsibility solely ror the design shown. The sultebrntr.rd us of tli1 sea gn ror any:tram.,. i QNAL E OUR.F A C. 1.25 FROM MC the re s ponsibillty oT the But Id tnq Designer per ANSI/TPI 1 1—1. For m e Infor-tion se This ].b's Haines City,FL 33844 parer el notes pegs: ITN-B[G: w.119 bcg.cam; TPI: www.tp,nst.orq: NTCA: www.sb<industry.cgm; FLCOA#0278 ICt: www.'tca.r..arq 07/03/2012 1SPACING 24.0" JREF- 1UNH6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFQ, (16667-Hagedorn - Richards res' St • Lucie County - C13) a Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project (**) 1 plate(s) require special positioning. Refer to scaled plate plot owner. details for special positioning requirements. 140 mph wind, 28.78 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Left cantilever is exposed to wind within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind (a) #3 or better scab brace. Same size & 80% length of web member. Attach BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent live load. design. MWFRS loads based on trusses located at least 14.39 ft. from roof edge. Deflection meets L/360 live and L/240 total load. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED 6X8(**) III THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X3,i 3X4= 5X7= 3X4= 6X8(R) III 12 0-6-0 � 1- -8 � 27-6-0 3X4(B1) = 6X8(R) III 3X10= 6X8(R) III 4X5= 2X8III 3 X 5 III pW f-9_P , 12-4-2 ,I 12-11-12 26-0-13 Over 2 Supports R=1086 U=1113 W=8" G" �: �;/�y R=1006 U=1080 W=7.36" RL=34 r•EN��a r/���i 46 as Design Crit: FBC2007Res/TPI-2002(STD PLT TYP. Wave FT RT=20%(0%) 10(0) 10 '03.]N6MM9 .TY: FL 4/ R/- Scale =.3125"/Ft. **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! • "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. i � 1'w � T C L L 20.0 P S F R E F R 6 6 6 6- 29797 Trusses eegD+re.teem.c.re 1n rabe+ealnq, n.nel.. . sn..... ins.. ..an d bracing. R \ T C D L 1 0.0 P$F DATE 0 7/0 3/1 2 roil ow the lien<alc+on of ac sl (Bul ldt n9 comvon.nt safety thforma tlon. Dy TPI .nd MTCA)' fo fear ' p r.cttces prior to Derf or ntnq these to nations. Installers shell provId temporary Drecinq Der SI. Provenly _ s: TE 0F •A.,ante::noc.a ocn.rw+b., too chore.hail n.ve attac ilea struct ur.l th.ath+ng end DottPm ; BC DL 10.0 PSF DRW HCUSR6666 12185066 shell have a Droper ly att ec had r19+tl ce111n9. Locations mown for Der ma nail[ lateral res lratn[ v shall have Drac in installed Der SCSI sections 83. B)or 810, es eppllcaDle. ALPINE ITW Building Components Group Inc. (ITMBCG) snarl not be responsible for any deviation from thl •e•L Q R 71Q %` BC L L 0.0 P S F H C-E N G D R/W P F any failure to build the truss 1n conformance with ANSI/TPI 1, or for handling, shipping. lnsttllat ••......•+• S E Q N- 212579 Detains of lessbes. ADP1Y Plac.a to.tail face of cress.ha vont+on as shown.Dove and pn the Dolnt SQ,�+*A T 0 T.L D. 4 0.0 P$F Details, unless noted otherwtae. Refer to draw+ngs 1GOA-. for :..heard piste positions. A seal on to t?J t� 11 I BuildingComponents Groupne. de.w+ng or cPver page val/nq Lh1s drawlhg. 1nd+aateb.aaeFla.-or Profess onn engineering D U R.F A C. 1.25 FROM M C P r sponsmn uy solely ror the oen gn shown. rile tw+tae+u t y ens use or inla..sign for any structure the resDoI"1111ty o1 the Bul ldlnq Den gner per AMSI/TPI 11—1, For m e Information se Tn's J. "•ate•• O�/O�/�O 1 Haines City,FL 33844 g.n.eal Notes page: ITW-BCG: www.+[wDc g,com; TP1: www.tp,nst.org; WTCA: www.ibci ndustry.camp FLCOA90278 ICC: www.+<ab.f...rp SPACING 24.0" JREF- 1UNH6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res' -- St • Lucie County - C14) . • a Top chord 2x4 SP #2 :T3 2x4 SP #1: This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 :W8 2x4 SP #2: this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project (**) 1 plate(s) require special positioning. Refer to scaled plate plot owner. details for special positioning requirements. 140 mph wind, 28.78 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Left cantilever is exposed to wind within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind (a) #3 or better scab brace. Same size & 80°6 length of web member. Attach BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. MWFRS loads based on trusses located at least 14.39 ft. from roof edge. Deflection meets L/360 live and L/240 total load. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED 6X8(**) III THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X3i = 3X4= 5 X 7 3X4= 5X7= 12 F1 0-6-0 Ft�I T 1 8 T 27-6-0 3X4(B1 7 6X8(R) III 5X7= 6X6= 2 X 8 III 3 X 5 III ' oho 0-9 0 I,I, 12-7-14 _I 13-3-11 I 26 8 10 Over 2 Supports p Its- 11 U=1141 W=8" �'t (tP. RL34 �+/ y, -1032 U=1109 W=7.36" ,�cE�sF.eat°. Design Crit: FBC2007Res/TPI-2002(STD PLT TYP. Wave FT/RT=20%(0%)/10(0) 10;03. �1TY FL 4 -/R/- Scale =.25"/Ft. **WARNING•` READ AMC FOLLOW ALL NOTES ON THIS SHEET! T C L L 20.0 P S F R E F R 6 6 6 6- 29798 **IMPORTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Tr asses require eN tr eme care in febrica[tnp, he ndl,ng, ah,ppinp, tnite111 nq end bracing• eo ynd ra„aw the ,:teat ad,t,an of BDGI (Buildtnq Co.,anent Safety Infprma,an. by TPI and WTCA) f safety. e+ • T C D L 10.0 PSF DATE 0 7/0 3/1 2 practices Drt or to Oerf or ninq these iunc*tons. Ins tellers shall Dr ovl de temporary bracing Re CSI. •• T•.. O F anlees noted otherwise, cop chord shell na.e progeny ate.cnea scru<tura, sheathing ens bocco ny/�i BC OIL 10.0 PSF DRW HCUSR6666 12185102 soon n.Na.properly attached rlgid ceiling. Locations ehown for permanent 1Starat rest yet nl .hell have bracing lnstelled per SCSI sections B3. B]or B10, es eppllcsDle. e ALPINE ITW eunatng Componenta Group Inc. (ITWBCG) shall not be responsible for any de°latlon I—ch '.,•iURI�e BC ILL 0.0 PSF HC-ENG DR/WPF Sly failure to bu11d the truss ,n conformance with ANSI/TPI 1, — for nandll ng, sht pDtn9• install • ` brae,ng Pr crueaea. App,r p,e tea to earn f.ce or cruse ana poai tl on as shown ab.—and on the Jo,n •°•••••••' T O T.L D. 40.0 P$F $E N- 212590 Details. unless noted oth..wise. Refer to drawings 160A-Z for standard plate positions. A seal on t n ,a� Q drawing or cover page hating chte drawing. Indicates atcepeance of professlonal engineerin9 IVl R D U R.F A C. 1.25 FROM M C / Building Components Group nc. reaponatbnicy:o,e,y for the ees+gn shown. Tna aulcabn ley ana usa of this aeaign for .ny:rue cure t: the responsib111ty oT the But ltl/ng Designer per ANSI/TPI 1 1—1. For m e information Se . This ]ob's Haines City,FL 33844 general nocaa page: iTW-BCG: wwv.itwbcp.Co.; TPI: ww.tpinst.org; WTCA: www.sbclnduetry.com; 07/03I20I2 FLCOA#0278 ICc: www.1--fa.arg SPACING 24.0" JREF- JUNH6666ZO4 all 4 IN V ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUOMITTED BY TRUSS MFR. (16667-Hagedorn - Richards resT -- St ; Lucie County - C15) • '. Top chord 2x4 SP #2 2x4 SP #1: This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 :W8 2x4 SP #2: this date unless specifically approved in writing by the building authority having ,jurisdiction, the building designer and the project (**) 1 plate(s) require special positioning. Refer to scaled plate plot owner. details for special positioning requirements. 140 mph wind, 28.78 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Left cantilever is exposed to wind within 9.00 ft from roof edge, CAT II, EXP C. wind TC DL-4.2 psf, wind (a) #3 or better scab brace. Same size & 80% length of web member. Attach BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. MWFRS loads based on trusses located at least 14.39 ft. from roof edge. Deflection meets L/360 live and L/240 total load. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 6X8(R) III 3X5111 3X4= 5X7= 3X4= 5X7= 12 0-6-0 � 1- -8 1_27-6-0 3 X 4(B 1 7 6X8(R) III 5X7= 6 X 6=_ 2 X 8 III 3X3 owo 0-9-0 I_L_ 12-11-11 _I_ 13-7-11 ,I �E 27-4-7 Over 2 Supports r3IN6.2428" alb,_R-1137 U-1170 W-8" P �`�'$ R=1058 U=1137 W=7.36" RL=34 N*�� // aDesign Crit: FBC2007Res/TPI 2002(STDPLT TYP. Wave FT RT=20%(O% 10 0 TY: FL/-/4 - R - Scale **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! a T C L L 2 0.0 P S F R E F R 6 6 6 6- 29799 "IMPORTANT" ES FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. � � Trusses re0utre estrewe care 1n fabrlcatlnq. ha ndling, shipping, ins cell+"'entl bract ng. R a•d I the latest edltton of BL51 (Bulldlnq ConPonent Safety Information, by TPI entl WTCA) fo efaty T C D L 10.0 P J F DATE Q 7/Q 3/1 2 practices Drtor to performing these functions. Installers aneli provide temporary bracing Der SI._ f TE O F u"less noted otnerwlse, tap enord shall have properly atl:,b.d atrwecwrn sneatnl"'ens bottom •• ;r�.' BC DL 1Q.Q PSF DRW HCUSR6666 12185067 s nsll have a Drop erly attached rlgld calling. Locations snow"for Dar ma ne nt latara tea[taint `/ shall have bracing Installed per BCSI sections 83. 87 or 610. as applicable. /� ALPINE 1TW Building compose"ts Group Inc. (ITWBCG) shall not be responsible for any deviation fro.thl S(/ o R,Q % B C L L 0.0 P S F H C-E N G D R/W P F any T.,lure to OuI'd the truss +n conformance with ANSI/TP1 1, or for handling. shlpDin9. Ina"' I a •"•.a• ,.a.a•% bracing of true s. Apply plates to e.cn race or ap:a and position as shown.b.-and on the Oo+nt s�►/n.lAL1G> ` TOT.LD. 40.0 PSF SEQN- 212601 "!'%D etatla. unl:%'10 tad otnerwlse. Refer to drawings 16OA-Z for standard plate positions. A seal on tM1 V 7 F L or over page vsting ehla drawing, Indicates acceptance of professional engineering OUR.FAC. 1.25 FROM MC 1 Building Components Group no. respons+b+l+ty solely for the design lg":"own. The suitability and use of this design for any structure +: cne re:pon:+bl n ty or the awn din'Designer per ANSI/TPI 1 sec.z. For.ore +"forest,:n see: Thla 1"b -. 07/03/201 2 Haines City,FL 33844 general notes pa'e; iTN-BCG: www./twbc p.com; TPI: www.CD+nat.org: NTC A: www.sbcl nduacry.con; FLCOA#0278 ILL; www.lccaafe.,,g SPACING 24.0" JREF lUNH6666Z04 er % ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU&ITTED BY TRUSS MFR. (16667-Hagedorn - Richards res" -- St • Lucie County - C17) . -e • Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 :W2 2x4 SP #2: this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.78 ft mean hgt, ASCE 7-05, CLOSED bldg, not located owner. within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent live load. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 14.39 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. i A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 6X6= 3X30 3X5 5X7= 5X7= 4X4== 4X12= 1 0-6-0 2 F1 � W2 1- -8 � �rl 27-6-0 3X4(B1 = 6X6= H0308= 4X8= 4X5= 4X12= 2X8111 3X5III 4X5= owo 0-9-0 I_I, 12-4-11 _I, 4-11-13 _I, 10-6-7 I �E 28-8-0 Over 2 Supports %— R=1189 U=1145 W=8" P. �+ y R=1110 U=1089 W=7.36" WEN as S •.�4. Design Crit: FBC2007Res/TPI-2002(STD sm me PST TYP. 20 Gauge HS,Wave FT RT=20% Op/p 10(0) 10:03. X�TY: FL - 4 R - Scale =.25" Ft. ••WARNINGR READ AND FOLLOW ALL NOTES ON THIS SHEETI • T C L L 20 0 PSF F R E F R 6 6 6 6- 29801 "IMDORTANT'* FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require evtreme ce ra 1n ra brlcetl nq, na haling, shipping. instalU alp and bracing. R coo anb R T C D L 10.0 P$F DATE D 7/0 3/1 2 follow the latest editl on o1 BCS1 (B u11ding Compona nt Safety Information. by TPI and WTCA) fa a,,,y practices prior to performing these functions. Installers shell provide temporary bracing pe CS TE OF :' unless noeee oenerwi:e, eoo chord:hall nave properly attacnea atrucwral :nesehing and botcom •r�„^ BC DL 10.0 PSF DRW HCUSR6666 12185069 than nave a properly aet.<nee rigid caning. Loc,tions thorn for P•rmanene lacers rettralnc than have bracing installed per BCSI :action:03, of or 610. at applicable. ALPINE ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from th, '•••[Q R I e.% BC L L 0.0 PSF H C-E N G D R/W P F 71BUilding ny fan ore to build the tr use +n conformance fits ANSI/TPI 1. or for handlisln9lEre<1ngortusse . Appyplatestoechraceortrussd pos+tiDn as shown above ane onthe Jo1c SEQN- 212627 Decant, unless notesotherwise. Refer to drawing: 16OA-Zforstandard plate positions. A seal on t,,, A` TOT.LD. 40.0 PSFCom onMDfQrou ale. dra wing or cover page na+ng this dr.wing, indicate:as epta n<e oreprores:ions englneerinq P p reapomleiv ty solely for the design shown, Tne tuitab+t+er and m of Snit design for any acruccure +s D U R.F A C. 1.2 5 FROM M C the ratPonsibtl+ty of the Bullding Designer per ANSI/TPI 1 Se<.Z. Far m e lnformatlon to This Job's �7�03/20I Haines City FL 338" general not.:page; ITW-BCG: www.1tmbc9.eom; TPI: wuw.tpinst.or g; WTCA: ww.sbcl nduttry.com, L FLCOA#0278 ICC: www.icctafe.arg SPACING 24.0" JREF- JUNH6666ZO4 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res' -- St a Lucie County C19) Top chord 2x4 SP #2 •T3 2x4 SP #1: This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP M-31 :B3 2x4 SP #1: and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project Special loads owner. ------(Lumber Dur.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 68 plf at 0.00 to 68 plf at 0.67 140 mph wind, 28.75 ft mean hgt, ASCE 7-05, CLOSED bldg. not located TC- From 60 plf at 0.67 to 60 plf at 10.76 within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind TC- From 60 plf at 10.76 to 60 plf at 28.16 BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 TC- From 60 plf at 28.16 to 60 plf at 29.97 BC- From 20 plf at 0.00 to 20 plf at 29.97 Left cantilever is exposed to wind TC- 58.00 lb Conc. Load at 28.02 BC- 12.00 lb Conc. Load at 28.02 (a) #3 or better scab brace. Same size & 80`6 length of web member. Wind loads and reactions based on MWFRS with additional C&C member design. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. WIND LOAD CASE MODIFIED! Deflection meets L/360 live and L/240 total load. *** *** PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X3i 4X6- 6X6= 1.5X4 III 4X12= H0510- 3X4= H0510 4X5(R) III - 12 ! T 7 0-6-0 —L 1- 8 T 27-6-0 3 X 4(B 1 - 5X8- H0510= 3X4= H0308= B3 7X8— 2X8111 4X8- 0L.&J0 0 9 0 1 9-10 1�1_ 10-0-1 _I 17-4-14 ( 1 �E 29-11-10 Over 2 Supports R=1252 U=1345 W=8" +{ R P' R=1221 U=1312 W=7.117" M.....• e•• '�/ 4 \cE Ns4$'*% '- Design Crit: FBC2007Res/TPI-2002(ST( yG PLT TYP. 20 Gauge HS,Wave FT RT=20%(O%) 10(0) 10.*03. 0 L0T 1 FL/ 4 -/R/- Scale =.25" Ft. •"WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEET! • " R E F R 6 6 6 6- 29803 "IMPORTANT'- FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. !C T C L L 2 0.0 P S F trusses require extreme care to fabrtc......... ttng, n, shlpDtng. +nste111ng end bracing. e�antl T C D L 10.0 P S F DATE 0 7/0 3/1 2 follow he latest edition of SCSI (Butl. Congo hoot Se Tety InTor ma[1 on. Cry TPI and WTCA) t ......... roc[ices pr for to D<rf orntng [M1ese /unctions. Installers snail .ror+ae temporary bracing Bc.;I. unless not ea otherwise, coo rnord anal n,re vroDerlr+[[•coed strvicevr.I s........ .na bet[ ffffff: TE (�F ' BC DL 10.0 PSF DRW HCUSR6666 12185071 shall have a properly att,ched rigid ce+l+ng. Loco[l ohs shown for per.e ne nt lateral rostra o s shall here brectng installed per SCSI sec[tons Bl. B]or B10, as appllceble. ALPINE ITW Budding Components Group Inc. (ITWBCG) snail not be responsible for any deviation Trom /ye ••' 14 a B C L L 0.0 P S F H C-E N G D R/W P F sly fetlure to build the truss in confornence with ANSI/TPI 1. or for hantlling, shipping, tnste 1„l/J�il • ` bracing of trusses. Apply.laces to each race o/truss and Dos+'ton as shown,bore and on the Jo •y ya.••• TOT.L D. 40.0 P$F S E Q N- 212678 Oetatls. unless notetl otherwise. Refer to drawl nqs 160A-Z Tor st,ntl.11 plate positions. A seal on / tlrewtng or cover page llsttng this d...ing, indt cotes acceptance of professional engl ne erinq 1 Building Components Group ne. respons+blIlty solely for the design shown. The -It,bllity end u e of thls desivn far any structure 1. V A� D U R.F A C. 1.25 FROM M C the resDonatbtltty of the Bu11d1nq Oes+gner Der ANSI/TPI 1 Sec.2. ssor m e Inf or Hatton se . This ]ob'. Haines City FL 33844 vener,l onto page; ITW-BC G: www.ttwbcq.com; TPI: ww.tptns0.orq: WTCA: www.sbct nd ustry.com; FLCOA#0278 ICC: w,,.Iccs,fe.o,g 07/03/2012 SPACING 24.0" JREF- 1UNH6666ZO4 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res. St Lucie County - C24) • Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.69 ft mean hgt, ASCE 7-05, CLOSED bldg, Located owner. anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left and right cantilevers are exposed to wind design. Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non-concurrent live load. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 0.25 1.5X4III 1.5X4111 5X7= 3X4= 3X3* 12 6.83 0-6-0 0-6-0 _T_ �27-6-0 3X4= 3X4(61) 3X4(B1) = 3X4= 3X4= 011A 3X4= o a o 1-1-2-1-J -8-0 I 0 _1_ 4-1-8 _I 8-10-15 11-2-1 1 L 14-10-8 Over 2 Supports p R=576 U=591 W=8" ' [t P ` PLF U=459 PLF W-1-4-13 Design Crit: FBC2007Res/TPI-2002(STD +: PLT TYP. Wave FT RT=209p OX 10 0 10;03.N 228 44 � TY. FL 4 R - Scale =.5" Ft. WARNING-D READ AND FOLLOW ALL NOTES ON THIS SNEE71 • "IMPORTANT" T C L L 20.0 P S F REF R 6 6 6 6- 29809 I"IMPORTANT" FU0.FURNISH ISN TNIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. T russeh require ezt Mme car. an f+Drtutl nq, h+nellnp, aM DDinp, 1ntL 171 np+ne Dr+clnq. eo and • \ + T C D L 1 0.0 P S F DATE 0 7 0 3 1 2 l ollov the leta.t•0ltton of pCs! (Buildtnp Component S+faty Inf.r N•11on, Dy TDI and NTCA) r safety• pr+ataaes prior to vrrorm np ens.runs Loons. tnstn revs sn+n Drev lea eemvor.ry er+clop De C" • TIE (�F unless notes otnerwu•, too snore an•n n•ve preDerly+LL•cn•a.vuctsrn ,huthinq.na Dotte n : •�/.� BC DL 10.0 PSF DRW HCUSR6666 12185077 soon Deis+Dr oD•r tr att.c n.a r1p1e c•n lop. Loc oleos :Down ror D•rm,n•ne t.am reaereant an+n n.ve er+alnq ansan.e D.r Rcsl uataons ay, aT or pip. •s,pplaa,et.. + ALPINE ITY 1,1111, componenca Group Inc. (.1.6CG) 11.11 nos be r-ponslnl. for ..y deviation from to / R lv" BC L L 0.0 PSF H C-E N G D R/W P F +ny Tel lure to a."d the tr uaa to confarm+nce watn ANSI/TD1 1, or Tor n,ndlanq, shtppinq. tnst+ll 0 Detains or trusses. Aothe otherwise. Refer to each race or truss pna for stand•s snore posit one­A' n the lean SS�pNAI'� ` TOT.LD. 40.0 PSF SEON- 212741 Details. unless noted other plat. Refmr to drawings 1GOA-E ror standard plate Dosltlona. A h:. on t ZSUMIDIffigCoFn erpwanq or cover page 11ac1ns eels Brewns, 1na1<airs ecc.pc•ncaorDorasaon, engeranq P�Mb O7oup espsnsaenlcy so,:, for [n•eealsn shown. The aulaen+ty and u.e or coos aeaasn rev•ny acruccure , OUR.F A C. 1.2 5 FROM M C IiEtI1tE CI FL 33844 the re,,penes:lDety or chi porldanp Designer per AMSI/TDI 1 sec.x. For.r.anror"•taon s• This]oe•s FL CO #0 278 ICC: ,w o p.: ITY-pCG: wr.ltrEcq.com; ww.tDanat.orq; MICA: w .aDctneu•try.cow: 0//03/20 12 SPACING 2 4.0" J R E F- 1 U N H 6 6 6 6 Z 04 I CG: Disc se}e.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res. -- St Lucie County - C4) • •. Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically p y approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.75 ft mean hgt, ASCE 7-05, CLOSED bldg. not located owner. within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. Bottom chord checked for 10.00 psf non-concurrent lave load. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 14.37 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X30 1.5X4111 4X5= 5X7= 3X10= 1.5X4III 12 0-6-0 � I Li �27-6-0 3X8= 3X4= 3X4(B1) = 5X7(R) III 4X4= 9- 9-5-14 I 9-11-12 I 20-2-10 Over 2 Supports R=858 U=869 W=8" RO A R=765 U=824 W=7.36" RL=34 P�' � /4°o M<.....<.•• �..�,kCEM F••,.y ,s Design Crit: FBC2007Res/TPI-2002(ST yG PLT TYP. Wave FT/RT=20%(Oy/y 10(0fI -03. 0 �. QT 1 FL 4 R - Scale =.375" Ft. `*WARNING"• READ AND FOLLOW ALL NOTES ON THIS SHEET! OF REF R6666 29812 "IMPORTANT-- FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • _ T C L L 2 0.0 P S F rruhseh r1.1.11:siren. care +n rabr+cat+ng. ....sling. an,pptng. ,n.thnlnq ana brectnq. toj na ,• " T C D L 10.0 P$F DATE 0 7 0 3/1 2 von o.the latest ::+lion or ec sl Ie.+la+nv convonent S.re1y [nrormat,.n, by TP[ end NrcA) et= prate,c as prior to pa r rorntnq these ru nct+ons. (..tellers shalt provide temporary brectnq acst. \ ; Unl<sa noted other.+:.. top chore.halt nave Dr operly ettec had structural ah..Ihlh.antl butt chor • sh:ll nava .properly.teat n.a rlyle«ntny. Locatt.n. :h..h for p......rt lateral restra, b$• TE aF BC DL 10.0 PSF DRW HCUSR6666 12186103 shell have brectnq Installed per IICSI .ect,ons .1. 67 or 610. as applicable. o • ./. ALPINE ITW 6utldtnq Components Group Inc. (!IWICG, shell na be re:pons+ble r.r any devtat+on Iron •,L p R 1V• y B C L L 0.0 P$F H C-E N G D R/W P F any rat lure to build the truss In co...rme nce.tth ANSI/TPI 1. or for haneltnq, sht ppinq. lnsta bracing of trusses. Apply plates to each race or truss ana position a.sno.n above ana on the 10 •e.,.•ma•+• TOT.L D. 40.0 P$F S E Q N- 212471 Details. unless noted others se. Rarer to era.ings 16OA-Z for standard plate po:+ttons. A heel o [�/ �r7 71Building Com an.+nq.r cover page ust+ny this ar..,nq. ,ne,cetez acceptance or prof,::,onelv 11!A t �'` OUR.FAC. 1.2 5 ponents Group M. re:Dons+bn,ty solaty ror the de.,gn :noun. me :.+teb+l+ty.ne use or this a.slyn ror any sv.ctura ��. ON AL M` F R OM MC Haines City,F the resp.ns+b"Ity or the fiu+ld+ng Oes,yner Der ANSI/TPI 1 Sec.2. For n"e +nrormat+on se Th,s Job". tY OL 278844 gen.rn note:Dage; RW-6[G: v...,t.bcq.c.m: TPI: ....tptnst.or9: WTCA: ...sbclnd.htry. :; SPACING 2 4.0" J R E F- 1 U N H 6 6 6 6 Z 0 4 FLCOA# Icc: ....+a..n..rg 07/03/2012 • as r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR• (16667-Hagedorn - Richeards res. -- St Lucie County - C6) • • -. Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.75 ft mean hgt, ASCE 7-05, CLOSED bldg, not located owner. within 9.00 ft from roof edge, CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent live load. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 14.38 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED 3X341 THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 1.5X4111 4X12= 5X7= 3X10= 1.5X4 III 12 L 1- -8 0-6-0 � �27-6-0 3X8= 3X5= 3X4(B1) = 5X7(R) III 4X6= W_ 9- 9_ 10-1-8 _I_ 10-7-12 I 21-6-4 Over 2 Supports R=910 U=925 W=8" ' P. Ic ' ¢ R=817 U=880 W=7.36" RL=34 6.........� ! O� V -NSF.. •.Z y Design Crit: FBC2007Res/TPI-2002(STD PLT TYP. Wave FT/RT=20%(O%) 10(0) 10:03. VTY: FL 4 R/- Scale =.375" Ft. • WARNING*" READ AND FOLLOW ALL NOTES ON THIS SHEET! • R E F R 6 6 6 6— 29814 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • : T C L L 20.0 P S F Trusses require eaereme care to febrtce[ing, hentlllny, shtppt"; tnsta111np and br.c.ne. R e spa T C D L 10.0 PSF DATE D 7/D 3/1 2 To11 ow the latea, ed.tton o1 BCSI (Butltling Component Serety ["format ton. by TPI end WTCA) f" afety practices prior to performing these lunc[+ans. Installers .hell Drovlde temporary br.c.ng De DSI. TE a F unle:: noted of nerwtae. sop chore shah nave vropenr actac nee atruceurn sheath)np ane bottomtis aQ' BC DL 1D.D PSF DRW HCUSR6666 12185081 s hen have a properly attached rigid cening. Locations shown for per...ent later" r.ser..r, v shell have b-cl.g Installed per BCSI sections B3. 61 or 610, as applicable. W A hp ALPINE ITW Building components Group Inc. (ITWBCG) shall not be responsible far any deviation from tht L V Fj 1O B C L L 0.0 P S F H C E N G D R/W P F any ran ure to bun d the truss +n conformance with Axs Urpt I. or ror he ndll ng, aM pping, install- .•��• D racing or trusses. Apply Dlates to eaon rape or truss ane posm on.: shown above and pn me l . SS�p�tA� ` TOT.LD. 40.0 PSF SEON— 212494 Details, unless noted mtherwtse. Refer to drawl ngs 160A-L Tor sf antlerd plate positions. A zeal on th Braving or cover page luting this drawing, Indicates acceptance of Drofess..... engtneertng 211dingComponantsGroup ne. :p'lbillty solely for the design shown. The suttabtTlty and use of this design for any structure 1 1 DUR.FAC. 1.25 FROM MC [he responstb111ty of the gutldln9 Dealpner per ANSI/TPI 1 Sec.2. For m e tnf ornatton se Th+s Job': Haines City FL 3384M1 general notes pe9e: ITW-B[G: www.ltwbc g.com; TPI: wwv.tpt nst.o r q; WTCA: vww.s be industry con; FLCOA#0278 ICC: www.+ccsafe.org 07/03/2012 SPACING 24.0" JREF- 1UNH6666ZO4 " • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res. -- St Lucie County - C7) • •. Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #1 :132 2x4 SP #2: and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.76 ft mean hgt, ASCE 7-05, CLOSED bldg, not located owner. within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent live load. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 14.38 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X5III 4X12= 5X7— 3X12= 1.5X4111 12 0-6-0 � 1- -8 L Jill 2 7 6 0 3X4 B1 4X8= 676 B2 4X5= 3X30 �p 4X8(R) III 9 g P I 10-5-5 I 10-11-12 I 22-2-0 Over 2 Supports ipi �I R=936 U=954 W=8" `'` � A R-843 U=908 W=7.36" RL=34 V &e...... . �.•/ <64 `�P Design Crit: FBC2007Res/TPI-2002(STI C a! PLT TYP. Wave FT RT=20%(0%) 10(0) 1011 3. 0 ';QTY FL /4 R/ Scale =.3125" Ft. ""WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEET!"" R E F R 6 6 6 6— 29815 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • T C L L 20.0 P S F Tr ease:require <streme care to Tabrlcet+np, ha hall nq, shipping, initalll ng and bracing. 4" / DATE Q 7 0 3/1 2 Iol loN the is less<dltlon or BCSI (Bu1ld+nq Component Safe[y Inf arena tt on, by TPI and XiCA) f safety • T Q D L 1 0.0 P S F practices prior to perf...Ing these functions. Installers shell provide temporary bracing p BCS1. i �� \ unless noted.enerNlae. top chord shah have properly attached structural sheathing and butt° n OF BC DL 10.0 PSF DRW HCUSR6666 12185082 shun have.properly actac nea rlgle cening. Lo,,t+ons &noun for perm.nent I.ter.l restrain shell have bracing installed per BCSI sections B3. B]or 810, as applicable. ALPINE ITN Building components'rDuv Inc. (ITNBCG) shell not be responsible for any deviation from In • /\ 1�• BC L L 0.0 P S F H C-E N G O R/W P F any'.".re to bun d the truss In conformance with ANSI/TPI 1. or for handling, sn+pp+na. instal <•. O • ` bracing or trusses. Apvlr Dletea to each race o1 truss and oosltion as:noun above and on the 1.i ° �'••..•..•a'e T 0 T.L D. 40.0 P S F S E Q N- 212504 Detat lz, unless hated otherNtse. Refer to I'd, ngs 160A-2 for sta naard plate Dost tt ohs. A seal on S/pNAI.��`' drank ng or cover Dege ltatl n9 tots drs"tng, Indlcetes acce Dta nce of pr of esslonal englneeriny �IZldftcomrlo nents Group nc. responslbnity solely for the de:Igo&noun. Tna -It.bn+tr ana use or tn+a aealgn for any sv..t.re ,. OUR.FAC. 1.25 FROM MC the responsibility of the Building Designer Der ANSI/TPI 1 Sec.2. For more Information se This lob': ^I Haines City FL 33844 general not..page: ITN-BCG: ",,.It"bcg co.: TPI: NN".tpinst.org: WTCA: N.N.sbcindustry.cnm: 0//03/20 1 2 FLCOA#0278 ICD: "°..'°.a.re..rg SPACING 24.0" I JREF 1UNH6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res. -- St Lucie County - C8) • •. Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.76 ft mean hgt, ASCE 7-05, CLOSED bldg, not located owner. within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent live load. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 14.38 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 5X7= 3X34i 3X4= 5X7= 3X4= 5X7(R) III 12 113111 0-6-0 � 1 � �27-6-0 18 3X4(B1) __ ' 5X7= 3X7= 4X4= 5X7(R) III 2 X 8 III 3 X 4 III W 9- 10-9-1 _I_ 11-3-12 I 22-9-13 Over 2 Supports pp f R=956 U=971 W=8" llIr P. R=875 U=938 W=7.36" RL=34 Q.y a•• • ..• S�c'••e'ko Design Crit: FBC2007Res/TPI-2002(STD PLT TYP. Wave FT RT=20%(O%) 10(0) 10!'03. �1iiY FL -/4/ R/- Scale =.3125" Ft. —WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI •—IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • T C L L 2 0.0 P S F REF R 6 6 6 6- 29816 Trusses regutre..creme +n T+brtc+tlnq. handl+n9. shlppin9. lnsta111np and brec+ng. *Ina a \ aa T C D L 10.0 P$F DATE Q 7/Q 3/1 2 tollaw the latest editiDn of eC SI (g ul ld+n9 Component SeTaty InTor ma tt on, by TPI and NTCA) f safety p radices D....to pe r forminp these Tu ncttons. Installers shell Dro.Ida temporary br+c+ng De CSI. : TE O F a u.1.-noted otnerwise, .o,chore.hall ha.e Properly et.ached ftruct�ral iheething and bo.tn n !,L BC DL 10.0 PSF DRW HCUSR6666 12185083 sh+n na.e a property ectacned r+gld can lnq. Loc a.loo1 ,how"for p<rma...t let...l re,cr,lilt shell nave brac+nq instelletl Der gCS. sections qI. 8T or R10. es +ppl+ce bl e. a ALPINE ITN 1101ding Components Group Inc. (ITWSCG) shall not be re p—alble for any de.+at+on from to .�••� �]1C�' BC L L 0.0 P S F H C-E N G D R/W P F any failure to build the truss In conformance with ANSI/TPI 1, or for ha ntlling, ahlppl ng, tn,tall R br.cing or trusses. Apply pta<s to each face or vass +na posl.lun e1 'ho"n.b."and on the,lo+n �••�••-�.�(` T 0 T.L D. 40.0 P$F S E Q N- 212514 Detail,, unless noted otherwise. Refer to drevinga 1GOAoZ for ,tend.,d Plate p--done. A...I on t A GLr_ 711ulld�ln g Components Grou ne. drew+ng or co.<r p+g< l+stIng till,drewing, 1nde111l , ecceota.ce o1.po*Tes:+on+1 engln«r+nq p esoan,lbn+.y,Pleb for the d.slgh,hown. The s.'t+bnl.y ana N. or thla d<,1gn for any strNctNre D U R.F A C. 1.25 FROM MC Haines City,FL 33844 r`'Donsl b+l+ty of the quilding Declgner per ANSI.TPI 1 Sec.2. IA:,.*.*lnform.t+on se Tnis Job'. FL COA FL 233 goner. not., p•ve: ITN-qce: www.l.wbcg.com: tot: www.tvl,at.org; NTC .:btlnaD,try.tpm: 07/03/20 1 2 $ ICC: w .+ccaafe.org PACING 24.0" JREF- 1UNH6666ZO4 • • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR• (16667-Hagedorn - Richards res. -- St Lucie County - C9) a is .� Top chord 2x4 SP #2 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #2 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.76 ft mean hgt, ASCE 7-05, CLOSED bldg, not located owner. within 9.00 ft from roof edge, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. (a) #3 or better scab brace. Same size & 80°% length of web member. Bottom chord checked for 10.00 psf non-concurrent live load. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 14.38 ft. from roof edge. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED 5X7= THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X30 3X4= 5X7= 3X4= 5X7(R) III 12 0-6-0 T'y I, L;S� ���In 1- -8 � �27-6-0 3X4(B1) = 5X7(R) III 5X12= 5X7(R) III 2 X 8 III 3 X 4 III W_ 9- 11-0-14 I _ 11-7-12 I fE 23-5-10 Over 2 Supports i� R=982 U=999 W=8" +(�R p /��$r R=901 U=967 W=7.36" RL=34 P�, ,....... a Design Crit: FBC2007Res/TPI-2002(ST •�'`C NSF••a.�'�' PLT TYP. Wave FT RT=20%(0%) 10(0) 10.03. 0 •tQTY 1 FL /4/ R/ Scale =.3125" Ft. **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEETI - •+"IMPORTANT" R E F R 6 6 6 6- 29817 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. g' T C L L 2 0.0 P S F Trusses reput r1 ectre.e care to faDrtcat lnq. n+ndl,ng• shlDpl rag, Ins talltnp and Drac+n9. f d f,,,,w the ,at.et epn,f 9D61 (Building D,.p,nent 6.fay I,T.rnat,pn. by TP, and WTCA) f � " ' T C D L 10.0 P S F DATE 0 7/0 3/1 2 D radices p.,,. to Derf or.inq these runctiona. ,nstatters snett p.pv,ee temporary Drac tng p aCSI. unle::noted otnerwi.e, top more anon hove vrope.lr+te.cnee+eructurn :nee n,rag and butt n,r • TE OF • BC DL 1Q. PSF DRW HCUSR6666 12185084 shall nave s Dr oDerly attached r191d ceiling. Locet,ons shown i,r per.e ne rat let er el rest,,ln shall nave br ec in q installed per 9C" sections 93. 97 or 610. as applicable. ALPINE IN 9undln.C..p,neot.Gr..p Inc. (ITNBCG) :null rapt be re:ponslele for any dev+at+.n from t �`e.■ BC ILL 0.0 P S F H C-E N G D R/W P F Cray Tetlure to Du11tl the truss 1n conformance with ANSI/TPI 1. or for h+nell rag• shtppt rag, ins tal •.a O '�,V • ` racl,g of trusses. Apply plates to each face of truss and position as shown.Dove and on the Jo '•........ TOT.LD 40.0 P$F SEQN- 212524 0et•,15. unless noted otherw,se. ReTer to dr..ln:t 160A-2 Tor standard Dleta D.s!tl.ns. A seal on �'" 7�g din Components Grou nC. drew,rag or cover peye 115t1 rag this craw,rag. ,neat eta:act epte race of as of engl need rag /a/��l �• P d-ponslbll,ty solely for the d%1q.an,,,. The sultaen,ty and u: of this design I' any structure IJ ` OUR.F A C. 1.25 FROM MC Haines Ci the re.pons1bi 11ey of the Bull Ming Oeslgner per ANSI/TPI 1 Sec.2. For. e i,f...at1„sea: This Job': ry FL 33844 general notes page: ITW-9[G: w w.,twbcg.co.: TPI: w..tp1n t.org; WTCA: www.sbci,d,,try.c,m; FLCOA#0278 IC[: www.tccsefa.,r9 07/03/2012 SPACING 24.0" JREF- 1UNH6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res. St Lucie County - CJ1B) a Top chord 2x4 SP #3 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #3 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.65 ft mean hgt, ASCE 7-05, CLOSED bldg, Located owner. anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non-concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. 1.5X3111 A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED 3X3�i THIS TRUSS IS NOT DESIGNED FOR PONDING. PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 12 R=-12 Rw=5 U=9 29-0-3 1-9 11 0-6-0 27-6-0 R=-114 Rw=41 U=103 3X4(B1) = 3X5111 oL 10-9-0 -7-91 1-4-9 ver 3 SuAports y� R=242 U=129 W=8" `'`�� /; � !r� RL=61 v �•••••• <.. f 4'•4 Q' Eti '/ Design Crit: FBC2007Res/TPI-2002(STD • ro PLT TYP. Wave FT/RT=20%(Oq/D 10(0) 10;03. <•�T'r' FL /4/ R Scale =.5" Ft. "WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! / REF R 6 6 6 6- 29818 "IMPORTANT"' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. � � LT : � T C L L 2 0.0 P S F Trusses reoutre extreme cera +n /"' cat+nq, handling, shipping, tns[aliing and Grac,nq, i \ DATE 0 7/0 3/1 2 follow the latest edition o1 BCSI (Butldtnp Component Safety Inrormetton, by TPI end xTCA) 1. n�. i • T C D L 1 0.0 P S F p racttces prior tp Oerlornt ng these functions. Installers shall Drovlde temporary brat inq DC • F /I UMass noted otherwise. Iop mare mall nave properly attached structural aheetning and bpttp 4 BC DL 10.0 PSF DRW HCUSR6666 12185085 Nall nave. properly attached r+q,d celllnq. Locations shown for p.......t lateral restrat nt i hall have bracing installed per BCSI sectlons BD. B]or 810, as eppllcs ble. � /�]<a ALPINE ITN Building Components Group Inc. (ITx9CG) shall not be responsible for any d<vlat,on from th {/r • BC LL D.0 PSF HC ENG DR/WPF any failure to build the truss ,n conformance with ANSI/TPI 1. or ror h.ndl,ng, shtpp,ng, install bracingTtrusses. App1rlaces toeachotussentlpositionsshownborenaonthe Jo1n T0T.LD 40.0 P$F S E0N- 212753 Details. unless noted otherwise. Refer tp drawings I60A-2 for standard plate positions. A seal on t I BWIdln COfn On8nf3 GroU ne. draw,ng or cover page tistt nq this ar aw,nq, +na+cec<s acceptance of aDrof essionaleng,heart ng9 P P apen+bn,tysolelyror the dea, hoThe -Itabil+tY end us of this design for .ny structureOUR.FAC. 1.25 FR0M MC thees ...b,l+tythe Building Designer perANSI/TPI 1 sec.2. Fome +nformetton se Thtb ^1 t Haines City,FL 33844 general hec.s page: ITN-BCG: ww.Itabcg.com; TPI: wvv.tD+nst.orq; NTCA: ww.ibctndustry.com: 0]/03/2012 FL COA#0 278 ICC: ww.Iccs.re.,rg SPACING 2 4.0" J R E F 1 U N H 6 6 6 6 Z 0 4 w • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res. -- St Lucie County - CJ3B) F •. Top chord 2x4 SP #3 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #3 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.67 ft mean hgt, ASCE 7-05, CLOSED bldg, Located owner. anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Left cantilever is exposed to wind design. Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non-concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. 1.5X4111 3X34i A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. 1 29-0-8 PROVIDE FOR COMPLETE DRAINAGE OF TRUSS, 1-1 -0 0-6-0 2 R=40 U=59 E N 27-6-0 0R=10 Rw=24 U=26 3X4(B1) = 1.5X3III 0-8-0 0-9-0 1 I, 1-9-14 _I 21j-14 Over 3 SupportIr R=181 U=137 W=8" 000'[ P RL=63 .e• Design Crit: FBC2007Res/TPI-2002(ST �G PLT TYP. Wave FT/RT=20% Op/p 10(0) . 0 t0T 1 FL -/4/ R - Scale =.5"/Ft. "•WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEET! • �• ( "'IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. � S_ T C L L 20.0 P S F REF R 6 6 6 6 29822 Truaaea regDire e,treme tare +n 1 br,cat,ng, mama a nv• sn,pp,ne• +nstan Inv and Drac,nq. tgantl ' T C D L 10.0 P S F DATE 0 7/0 3/1 2 folio"the latest edition of SCSI (Butld+np Component Safety In/ormatton, Dy Tpt end WTCA) et= prat[tees pr+or to DerTorwtnq these tune[tons. Installers snail provide temporary bract nq 8CSI. as Unless noted otherwise. top chord shall nave properly anacnea Structural Sheathing and bolt nor . TE OF �✓�. BC DL 10.0 PSF DRW HCUSR6666 12185089 shall have a properly attached rI,+d ceiling. Locations shown ror Derma vent let ern rastral c Shall have bracing Installed per BCSI se<t+ons BB. BT or BID. as eppl—bl.. ALPINE ITN Barltllnq Components Groop Inc. (ITWBCG snarl not be respons+n a ror any tlev+at,on rrom ®� �•• p R,O' BC L L 0.0 P S F H C-E N G D R/W P F any failure [o Dutltl [he truss 1n conformance with ANSI/TPI 1. or for henn,n9• shl pptng, ,net. TR/�g' •' bracing of trusses. Apply plates co each face of cross and position as shown above and on the ao n..�•�•�••.•• T 0 T.L D. 40.0 P S F S E Q N- 212763 Details. unless noted otherwise. Refer to dye"+ngs 160A-Z for standard plate positions. A seal o tJ' A!w tl ra wing or cover page ust+ng this drawing, ina+<ates ,Sept.n<e or Drove:n onat eng+neertng Q7 M/1� D U R F A C 1.25 FROM MC I Bulld1n.ComponenaGroup ne. respons+b,l,cy solely for the design :mown. Tne Sai mbnity ena o e or en+s aes+gn ror.nr ar�ct are the res Do-lbility of the Building Designer per ANSI/TPI 1 Sec.2. WF"...... e t"ormat+on se Thts Job': ^/Haines CiTy FL 33844 genera notes pave: ITW-BCG: w•".,t,sbcg.com; TPI: """.tpinst.or g; WTCA: w"w,sbc+ndwstry.com; O//03/20 1 2 FLCOA#0278 ILG """ °°••}e°rg SPACING 24.0" JREF- 1UNH6666ZO4 • a m I �I " THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res. St Lucie County - CJ4) I m •e Top chord 2x4 SP #3 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #3 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.66 ft mean hgt, ASCE 7-05, CLOSED bldg, Located owner. anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non-concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. 1.5X4111 A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. 3X3401 PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 12 29-0-7 R=32 U=49 1-9 15 0-6-0 �27-6-0 � R=1 Rw=23 U=30 3X4(B1) = 3X5111 0-8-0 0-9-0 I_ _I_ 1-7-0 _I 2 -0 Over 3 Su ppo s R=178 U=126 W=8" 'Riot P, RL=63 'CjENee • 9' Design Crit: FBC2007Res/TPI-2002(ST : t. PLT TYP. Wave FT RT=20%(Oq/D 10 0 1 '03 il. OT 2 FL 4/ R/- Scale =.5" Ft. •'WARNING'• READ AND FOLLOW ALL NOTES ON THIS SHEET! —IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. T C L L 20.0; P S F R E F R 6 6 6 6- 29824 T rwaaea regw,re eat,eme<.re +n fa brlceting, h.r.rc q, shlppt nq, lnatallt ng and br.<+CA. a tQ.ntl DATE 0 7/0 3/1 2 r,low the i.test ed+t+an or Bcsl (But ldtnq comPon.nt sore ty Inro,mat+an, by TPI ana WTCA) "` fVJVM16- the • T C D L 1 0.0 P S F pr.ctices p,i o, to performing these runct+ons. Inst,l,,a shell p...ide temporary bracing SCSI unless noted othe-.e, tap chord:n,l na.e p,aperl1 attached structural sheathing and bot ; F �% BC DL 10.0 P$F DRW HCUSR6666 12185091 sn,l na.e a properly entecnea r+g+a uninq. Locaiona anown for perme neat lateral restret b �(� shall have bred nq lnz called per BC SI sections Bl, BT or GIG as applicable. ALPINE ITW Budding C.mpanents Group Inc. (ITWBCG) shall not be reavon:+ble for .ay d..+.tl n from �19 e B L L D.D P S F H C E N G D R/W P F any failure to but la the truss to co ni or mance with ANSI/TPI 1. or for h.ndling, shlppl ng. Ins to �e�(s Dr act ng or trusses. ADPIr plates to each face or truss ana P.attion es anown abo.e.nd on the a • l� TOT.L D. 40.0 P$F S E Q N- 212309 Details. unless noted of herwlse. Refer to tlrawl ngs 160A-Z for sta nderd plate Dos,ttons. A seal o I Bu/ldln Com onents Grou ne. drewtng or co.e, page l+st+ng th,a drawing. Ind+cetes eccepa n<e oTeprorea,on, engineering9 P p e:Don,bnity a„y ror the design:how,. Th lt..1'1e, .nd ua or thla dea+gn ror .hr at«Lure OUR.FAC. 1.2 5 F ROM MC respons+billty of the BUlld+ng Designer Der ANSI/TPI 1 Sec.2. For more inf o,metton see: Th,s Job's Haines City,FL 33844 gene,, hates page: ITW BCG: ww 1twbcg.com: TPI: N .t p,n.t.o r p: WTCA: www.abcl ndustry.com; FLCOA#0278 ICC: w...Iccsafe.o,g 07/03/2012 SPACING 24.0" JREF- 1UNH6666ZO4 < THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.• (16667-Hagedorn - Richards res. St Lucie County - CJ4B) J Top chord 2x4 SP #3 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #3 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.67 ft mean hgt, ASCE 7-05, CLOSED bldg, Located owner. anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non-concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED 1.5X4111 0.25 THIS TRUSS IS NOT DESIGNED FOR PONDING. 3X3# PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 12 R=64 U=89 29-0-11 0-6-0 _T_ = N R=31 U=21 27-6-0 3X4(B1) = 2X3111 o-a-o 0-9-0 � _I_ 2-6-13 _I tea 3 13 9ver 3 9wpp9rts>I 191 414 pRL=6R=201 U=170 W=8" r?n,, 4 :mass' �4sF•e`e� �-Design Crit: FBC2007Res/TPI-2002(ST <PLT TYP. Wave FT RT=20%(O%) 10(0) ,QTY ' FL 4 -/R - Scale =.5" Ft. —WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEET! T C L L 20.0 P S F R E F R 6 6 6 6- 29825 —IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Lc Trusses r<gu,re ertrenI°ere in febrlCatinq, handling, iM..inq. lnsteliing end bracing. °�"d • ' T C D L 10.0 P S F DATE 0 7/0 3/1 2 von ow the latest ea,ti on or eul (sun ding compote of Saf<ty Informs iron, by TPI end WTCAI r saretr: W p rec races is prior to perf ormlhg these runt t+oh:. Ihsm n ers :nett provlde te.porery bracing p RCSI. : �� �� this:,notes otnerwt:e, top chord shah nave progeny aetatned aructurn :neat,..ane ..tto no BC DL 10.Q PSF pRW HCUSR6666 12165092 shall have a properly attached rigid telling. Locations shown for perms ne rat lateral restrain ; shell have bracing installed per RCSI sections BO. BT or 810. as applicable. ALPINE 1TW Building Components Group Inc. (ITWBCG) shall not be ...ponslble for any deviation from to B C L L 0.0 P$F H C E N G D R W P F any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shippl",. Insteli �I1 ••<.e1 Q R 14e • / bracing or truasea. Apply gists. to earn face or truss end po:+tlon as chow,above ane on the dot '•••....•. T 0 T.L D. 40.0 P S F S E Q N- 212770 Ds to ns. unless notes of nerwlse. Rarer to drawings IGOA'Z for standard plate Doslttons. Assn on 71BUilding Components Gmu nc, arawlhg or`over pass 1lating this drawing. Indicates acceptance of professionalengineering D U R.F A C. 1.2 5 FROM M C p re:potslb+t,ey solely for the design shown. The suitability and useof this design for any structure t the respohs,b+u ty or the Bun ding Designer per ANSI/TPI I sec.z. Form s ,nrorma+oh se This Job 07/03/20 1 2 1 U N H 6 6 6 6 Z 0 4 Haines City,FL 33844 general "ore:page: ITW-acG: www.itwbcg.com; Tvl: www.tptna.org: WTCA: amine p /ndust r.coT: SPACING 2 4.0" J R E F FL COA#0 278 ]CC: www.ltc s.re.org < THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16667-Hagedorn - Richards res. St Lucie County - CJ4C) -1 .< Top chord 2x4 SP #3 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #3 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.66 ft mean hgt, ASCE 7-05, CLOSED bldg, Located owner. anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non-concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. I.5X4III PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3X3i 12 R=34 U=50 9-0-7 1-9 15 0-6-0 7-6-0 R=2 Rw=23 U=29 3X4(B1) r3X 111 0-9-0 l_ _I_ 1-7-7 _I 2rj-7 Over 3 SuppoCjs ff ll iP/y� R=178 U=128 W=8" R L=6 3 py.;C E S.r` `�4 s �G rt Design Crit: FBC2007Res/TPI-2002(STD � '•<: a PLT TYP. Wave FT RT=20%(0%) 10(0 10;03. NOQ22 So a.OTY. FL -/4 R/- Scale =.511/Ft. -WARNING- READ AND FOLLOW ALL NOTES ON THIS SHEET • T C L L 20.0 P S F "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. R E F R 6 6 6 6 29826 TrNsses reach, eI'll"e care to rebeicettnq. nandltnq, .htpptnq, [ns[allinI and bracing. e o and \ DATE 0 7/0 3/1 2 eon ow the M .t edltton or ecsl (Bulldtnq coNv.n.nt s.r<ty Inr.rNation, by TPI and NTCAI T suety& . T C D L 10.0 P$F practices prior to verror"tnq these runt ttons. tnstetters :nett prow ae [eNDorary bred rag ve csl. •" TE n C < un.s:not<d otherwise, too chore shot h...pr op.rly att.cned structural sheaths nq ena basso nqy�i - lJ I- .hatl have.property.ttached rigid testing. L...lions .h.wn for p.......t let.rn restraint w BC DL 0.0 PSF DRW HCu R6 6 12 1 S 66 185093 shall have bracing Installed per SCSI sections B0. B7 or 610. as eppliCable. / —-- ALPINE111n ITW Butldlnv canvonents Group Inc. (ITWBCG) shall not be responsible for any deviation fro"to Q a y�<`p 1O BC L L 0.0 P S F H C-E N G D R/W P F any Tenure to eulla the truss to conformance with ANSI/TPI 1. or for handling. shipping. install '--- Detains or trusses. Apply pieces to each rare or truss and for .s plate above ons on tna Icon so n A••'C T 0 T.L D. 40.0 P S F S E Q N 212792 Details. unless noted otherwise. Refer to drawings t uss16OA-Zan for standard sh.te above and A seal on t tJ V Al.L I drewins o.°°.e.p.se l+st+nq th a drawtns. tnd+c°Les acceptance of pea" ��n engtneertnqDUR.FAC. 1.25 FROM MC Components Group nc. resvonslb+lsty solely roe the de.tgn shown. The.ulLabn sty.ne use or thi.den gn roe any structure +•. the resDonatb111ty of the eutldtnq D<stgner per AXSI/TPI 1 Sec.i. For" e lnf or"e[ton se Thts 111, -r '] Haines City FL 33844 in'general notes ..qa: ITW-BCG: www.itwbcg.caN; TPI: www.tptnst.or g; WTCA: ww.a bct rdust ry.coN: 0//03/20 1 2 FLCOA40278 ICC: www.t°°..f..orq SPACING 24.0" JREF 1UNH6666Z04 �a " • •(16667-Hagedorn - Richards res. -- St Lucie County - EJ2) THIS DWG3 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIT ED BY.TRUSS, MFR•.s - . Top chord 2x4 SP #3 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #3 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 28.68 ft mean hgt, ASCE 7-05, CLOSED bldg, Located owner. anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Bottom chord checked for 10.00 psf non-concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. 1.5X4111 PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 3 X 3 i � 12 R=94 U=130 29-0-15 1-1)-7 0-6-0 Li y +27-6-0 � R=56 U=18 3X4(B1) = 2X4111 0-8-0 0-9 0 L _I_ 3-7-0 J 4-4-0 Over 3 Supports- W1Ne¢� R=235 U=214 W=8" t" A, Design Crit: FBC2007Res/TPI-2002(STD ; PLT TYP. Wave FT RT=20%(O%) 10(0) 10 '03. TY: FL/ 4/ R/- Scale =.5"/Ft. '^WARNING`• READ AND FOLLOW ALL NOTES ON THIS SHEET! • --IMPORTANT'- i URN ISH THIS OE SIGN TO ALL CONTRACTORS INCLU01NG INSTALLERS. ` 1 T C L L 20.0 P S F R E F R 6 6 6 6 29827 Trusses r<gutre evtrene care 1n fe brlcettng, ha ndlt ng. snf pp+nq. tnsta111np ane braclnB. R +ollo.the let<st<dt[1on of BCSI (Bulldtnq Comb onent Safety InTorme�lon, by TPI ane NTCA) fo .1e1, T C D L 10.0 P S F DATE Q 7/D 3/1 2 pre<ttces prior [o performin9 these functions. Installers Snell provide temporary bracing Der S�n TE a F. unt esa noted otn<rtl:<. too<nora anatt nave property aee.c nee avucturn sheetM nq ane bottom i :r 7 BC DL 10.0 PSF DRW HCUSR6666 12185094 s nan nave a properly attached rigid c<111ng. Locations :not,ror verma n<nt 1st<ral restraint Snel h b l ave racln e 9 lnstelle Der BC SI sections BB. B) or 810. as ePDticable. ALPINE ITN Bu+1e1,g components Group Inc. (ITNBCG) shall not be responsible for any d—lat+on from th1 T •.m Q A 1O BC L L 0.0 P S F H C-E N G D R/W P F any farlur< to nun d the truss to conforma,re t+th ANSI/TPI 1. or ror hs ndltnp, zhlppl n9. lnstellet •e . R I.• bracing of trusses. Apply plates to earn race or truss a,a for standard es snot,above and on tn< aoonc s s[�/� w G I` TOT.L D. 40.0 P S F S E O N- 212323 patella. unless noted othertlse. Refer to drat+n9s 1GOA-2 for standard plate abovep,sltl,,,. A seal on[n tT 1.► 11 Ll�' drsting or cover page listing thls drattng, lndicates a«pia nc<of Droiesstonel eng+neertng 71Bulilding Components Group ne• respons+bnity solely for the design:not,. The sNltab+lltr ane use of this ae,Ign for .ny et,,ct,r<1a OUR.F A C. 1.2 5 F R O M M C Haines City, the respon"' "ty or ane Bun ding peslgner per ANst/TPI 1 Sec.z. Form a l,formatlon se . T11s ,Ipb•s ty FL 331 ge,.rat nocas Deg<: ITN-BCG: ttt.+tt be p.com: TPI: tw.tpl nit.org: NTCA: t.t.s bclndus tr y.com: 07/03/20 I Z FLCOA#0278 ICC: t-i-saf<.orq SPACING 24.0" JREF- 1UNH6666ZO4 < THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BYJ BUSS MFR.1 (16667-Hagedorn - Richards res. St Lucie County - EJ2A) A a Top chord 2x4 SP #3 This design is based on lumber values in effect prior to June 1, 2012 Bot chord 2x4 SP #3 and shall only be used on projects designed and permitted prior to Webs 2x4 SP #3 this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project 140 mph wind, 29.33 ft mean hgt, ASCE 7-05, CLOSED bldg, Located owner. anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent live load. design. Deflection meets L/360 live and L/240 total load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. PROVIDE FOR ADEQUATE DRAINAGE.IF PARAPET WALLS OR CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE DRAINAGE. A MIN SLOPE OF 0.25" PER LINEAR FOOT MUST BE PROVIDED THIS TRUSS IS NOT DESIGNED FOR PONDING. 1.5X4III PROVIDE FOR COMPLETE DRAINAGE OF TRUSS. 29-0-15 R=108 U=148 1-9-8 1-1 -7 +27-6-0 R=72 U=9 2 X 8 III 3-7-0 Over 3 Supports F R=143 U=157 W=7" r3N Design Crit: FBC2007Res/TPI-2002(STD <<<••� 4PLT TYP. Wave FT RT=20%(O%) 10(0) ��.T'f: FL/ 4/ -/R - Scale =.5"/Ft. **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEETI x • "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. < Td T C L L 20.0 P S F R E F R 6 6 6 6— 29828 T tosses reautre estr ene°are ,n febricating, na ndling, shlppl alp. tnstalit nq and brecing. R • a T C D L 1 00 PSF DATE 0 7/0 3/1 2 Tallow the latest edict on of RCS. (guiltllnq Component Safety Infor ma[1 on, by TPI end TCA) I. afety• p racttcez prior [o per for mt nq these font tl ons. Installers shall Drovtee temporary bracing he ,,I ��` /�� < unless notee ocherwlse. top chord mall nave property attached atructurel aheething and bottom : F v : BC DL 10.0 PSF DRW HCUSR6666 12185095 anal na va a °roper ly attecned rigid calllny. Locetlons mown for permanent Lteral restraint shall nave Drectnp Installed per gCSI sec[I ons gl, R1 or 810. es applloebla. /� ALPINE ITN Rullding�amponents Group Inc. (ITWgCGI shell not be rasDonstbl< far any deviation tram ch1 M ••e<L■ R 1Q � BC L L 0.0 PSF H C-E N G D R/W P F any Tenure to build the truss In coot or na nce with ANSI/TPI 1. or for he ndllny, sntpptnq, ,nacelle �N •aaa•.••<••• �• pr act ng of trusses. Apply plates to each face of truss end position as :Hawn.Dove and on the Jo,n .\'/♦,�� �� TOT.L D. 40.0 PSF S E Q N- 212326 Detalls, unless noted otherwise. Refer to drawlnys 16OA-2 Tor standard plate positions. A seal -th VVV•VY �Y 7�.din components Group nc. tlrawtng or `°vet Dege listing Cola drewinq, tnetcetes acceptance of<professtonal engineering OUR.F A C. 1.2 5 FROM M C p rasp ons1b111ty solely for the design shoo n. The suitability and use oT this design Tor any structure Is Haines City FL 33844 the r<s ponsibillty of the 8,11VI ng D<slgner par ANSI/TPI I sec.2. For m e information se . Thls Job s •J 8 general natea Dage: iTW-B[G: w w.ttwbcq.com; TP F. www.tpinac.orq; WTCA: www.sbc'ndustry.com; O/IO3IZO 1 2 SPACING 2 4.0" J R E F- 1 U N H 6 6 6 6 Z 0 4 FLCOA#027 ICc: www.iprsare.ory THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITZED BY•TRUSS MFR.• ( 16667-Hagedorn - Richards res. St Lucie County - F-10 ) e Top chord 4x2 SP #2 + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 SP #2 bridging recommendations. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. Deflection meets L/360 live and L/240 total load. I This design is based on lumber values in effect prior to June 1, 2012 and shall only be used on projects designed and permitted prior to this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project owner. _1 7-6-5 24" `— 7-6-5 2(�I 1.5X3111 W=3X4= 3X3= 0-33--0 5X7= 3X3= 3X4= 1.5X3111 1.5X3111 3X4= 1.5X3111 5X7- 0-33-0 + 19-6-0 1-6-0 1.5X3111 2w 4X12= W=3X5= 3X4= 3X4= 4X12= 1.5X3111 �@ E 16-1-10 I_ 2-1-0 _I_ 9-5-8 _I 4-7-2 I 17-0-10 Over 2 Supports g R=933 W=3" P � 3 ',l 3" Slip y Design Crit: FBC2007Res/TPI-2002(STD G' PLT TYP. Wave FT RT=12%(O%)/10(0) 10102.N&22830eJ)TY FL 4/ R - Scale =.375"/Ft. ••WARNING*• READ AND FOLLOW ALL NOTES ON THIS SNEETI • T C L L 40.0 P S F R E F R 6 6 6 6- 29830 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require eatrewe c.re 1n fabriceting, handling, sM DDl.......r 11nq and Draclnq. e o and \ DATE 0 7/0 3/1 2 ronow tn. l.eest edltron of acsl (Building cowporan,Sarety Inrorwaclon. by TPI and WTCA) f saTaty• : T C D L 10.0 P S F precttces Drtor to Ierforwing these ru"cn o"s. tnscnIan snen DrovIde tewporary bracing De csi. •• TE O F unless no.oinarwlsa. top chord shall have properly attached ar.ct.ra Shea tnl nq and sotto nyy�i i soar ha.a•,-,-ly att•cnea rlgle ceni"q. Locations snow.for parw."e"t la tern rest—ins `7as BC DL 5.0 PSF DRW HCUSR6666 12165133 snot haya brechR that.naa par Bcsl secs ons ea. BT or Blo, as appuc.a e. --ALPINE ITN Bullding co•ponents Group Inc. (ITYBCG) sheI not be responsible for any da.latlon frow to •.••L O Cll,�" • •• BC L L 0.0 P S F H C E N G D R/W P F any feilure to build the truss 1n confo—h-with ANSI/TPI 1. or for handling. shl pDtng, install br.cl h,or tr.sse:. Avp lr of ales co each race of tr"' ano posltlon- snow"aboya and on the as n •••••••••�•• TOT.L D. 5 5.0 P S F Data.a, ..less horse otherwise. Refer to drawl in l..A-Z for st+hd.ra pl.te positrons. A sea on t n SS�pNAi.,� S E 0 N- 118812 drew+.,or corer page llsttng this drawln,. Indicates acceptena of Prof...1-1 e.glne..Ing OUR R.F A C. 1.0 0 FROM J O N 71Building ComponentsGroup ne• resvonslbluty solely for the design shown. The suitability and use of this design for any str.c'"re 1. FR Haines City,FL 33844 ge^<re�soonslbn+ty of the B,Itd1n,oeslg"er per ANSI/TPI 1 sec.z. For.ore Inforwesioh sea: This -- - Q 273 notes Dage: ITM-BCG: www.ltwDc q.<om; TP1: www.tDt nat.org; wTCA: www.sbfor.. try.cow; O/�O3IZO 12 FLCOA# cc: www.Igga.re.org SPACING 24.0" JREF 1UNH6666Z04 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY•TRUSS MFR. ( 16667-Hagedorn - Richards res. St Lucie County - F-11 ) Top chord 4x2 SP #2 + 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and Bot chord 4x2 SP #2 bridging recommendations. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. Deflection meets L/360 live and L/240 total load. This design is based on lumber values in effect prior to June 1, 2012 and shall only be used on projects designed and permitted prior to this date unless specifically approved in writing by the building authority having jurisdiction, the building designer and the project owner. 7-2-7 24" —� 7-2-7 24" Typ. 1.5X3111 W=3X4= 3X3= 0-3-0 5X7= 5X7= 0-3-0 3X3= 3X4= 1.5X3111 1.5X3111 3X4= 1.5X3111 — 9-3-0 1.5X3111 w 4X12= W=3X4= 3X4= 3X4= 4X12= 1.5X3111 1— 1-9-11 —1_ 7-8-13 I 5-11-6 16-4-14 Over 2 Supports p y�VIP— R=898 W=3" R=898 W=3" Design Crit: FBC2007Res/TPI-2002(STD PLT TYP. Wave FT RT=12%(Oq/q)/10(0) 10:02. VTY: FL 4 -/ R - Scale =.5"/Ft. �-WARNING•' READ AND FOLLOW ALL NOTES ON THIS SHEET! T C L L 40.0 P S F R E F R 6 6 6 6- 29831 "IMPORTANT" FURNISH THIS OES[GN TO ALL CONTRACTORS INCLUDING INSTALLERS. e� �d Trusses repulre eR.....care to re brtcettnq, hendll nq. ,nlpDtnq, tn,te111 ng sod brec+nq. R rpn°•the 1ate,c eat.+..or Bcs1 (Bvn dtnv compon.n1 s.fetr Inrorm.tton, by Tv] ana NrcAI to arty• . T C D L 10.0 P S F DATE 0 7 0 3/1 2 precttces prior co perrormtnq ehe,e runcttons. Insten era ,Watt p1ovld temporary I...In,,ve CS . TE a F unlc:a home.tner.+:e. eop.Wore an.n n... p....Ily.11 e.nea sir ucturn sheet nt ng.na bottom • •�� BD DL 5.0 PSF DRW HCUSR6666 12185132 ,halt nave a property attached rigid ce111ng. Locations ,h..h ror Der ma ne nt 1.e— restraint shall have bracing Installed per SCSI sections BD. BT or BID, as applicable. AA ALPINE ITN 101,11ng cpmp...nt,Grp.v Inc, (ITNBCGI ,na 1 not be r„ppn,lbl, r.r any deviation 1—tot {/ ••e• Q �Q• BC L L 0.0 P S F H C-E N G D R/W P F any f.tlure to but ld the truss +n coot ormenc<..th ANSI/Tpi 1. or Tor hendlt nq, shlppl n9• ins Leila- , .a•.. bracing pr Ira„e,. Apply place, t.e,ch Ice or Irv„ .na po,ttlon a, sno.n above and on the aotpt •••••• S E Q N 119204 q, p ,°„t,pn,. A,e., .� t„. A�ti ` TOT.LD. 55.0 PSF Demo,. unl.,, not ea ocner.tse. Rorer to are.+n 160A-Z ror aena.ra lace ar..+ng or..ver page listing tn., hr..tng, tnat..ce,.ccepmnce or pr......... e.gtheertng D U R.F A C. 1.00 F ROM J O N 711uli�dlng Components Group no• d-'P.slbn+ty solely for the design anon. Tn. sutmbnity and u:e or this design for.ny,tr.ct ure +: the responst bt ltty oT the Bul ltltng Designer per ANSI/Tpf 1 Sec.2. For more informatl on see: This Job's Haines City,FL 33844 general note, pe pe: ITN-BCG: w...+twbc q.con; Tpi: ....[D+nst.prq; NTCA: sbctndustry.com: FLCOA#0278 IDD: ��'.1-saTeOrg 07/03/2012 SPACING 24.0" JREF- 1UNH6666Z04