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364 7TH ST - TRUSSES It , "t W.B. Howland Truss Co. 610 11TH STREET SW _. Live Oak, FL 32064 (386) 362-1235 (386) 362-7124 (Fax) ROOF PITCH:4.5/12 CLG PITCH:3/12 OVERHANG:2' LOADING:40#s PSF WIND LOAD:130 MPH EXTWALLS:2X4 COPY EXT DATE:11/14/17 17)ti rl- i# En 0 VALLEY FRAMED BY OTHERS. PLEASE CONFIRM ROOF PLANES/OUTLINE AS IT DIFFERES FROM PLANS IN ORDER TO ACHIEVE DESIRED CATHEDRAL CEILING. mril • 1D6 q _ LU 2 Reviewed Exceptions Noted �_ Z F-. evi 0 3 Revise&Resubmit J i e 0 — H Re—wed on.Y,a genera,conformance sett, — comnm,,,w,tn me,,,gest assn wn the requeements om atd In Contract oaa.nered and For Q O N- enwao.omna,o„ainxrcuk.wtima�.contractor nn ren..Mn evenly.*.. > m Cl).a-na¢Doa,mre c nna«Y minnow.ti, r<.nanoi' 1/4""""1/4"""1/4' c D a and fey ma swe a a,.,sR,yr .,�,+,.wa.m.,rs al O G C (O 0 O earn,method.aea..q„es.sequences,endo. . ed ews.gw..rr n.eal.aquangeaea�a. d C c) "'oxrta,uwegc.Adaansnaqui*ryga �►7 a�tayt►'yom�v Z IX . . Z LL J u) Q O Date /, •Aja • CONSULTING. (0 C Cn al Z z checked btr �`'N—la5, 0)pLII ' Sigraturr. ,�' to 'N o J Or0 0 Q Q BUD (n JOB NO: 17-1751 PAGE NO: 1 OF 1 H 32'0"9 H H 20'11"9 11'1" H 4.5//12 N ' 1 �A I.n. 12) J A04 I J02 `�•;. J03 • 0 • 704 • {�:. _ r*-4- — N co rt LC) CO 000000 N‘—<1m CO CO mm ( _ 7 M 4 N CV N c '7)4> ! J ..5 - " -ter` j _........._._ _ X04 t_.- J02 As i ice. r' ..1 I r A01 1 4.5/12 H 15'7" LOWER ROOF TO REQUIRE CONVENTIONAL FRAMING 40/ 1 _ r A • tat le t,_ W.B. Howland Truss Co. 610 11TH STREET SW mElt 14'3''7 H Live Oak, FL 32064 (386) 362-1235 (386) 362-7124 (Fax) SOME DIMENSIONS MISSING: In FRONT& REAR PORCH AREAS iz -eo ALL DIMENSION TO BE VERIFIED `° PRIOR TO FABRICATION m 0 1 SY42 20" FLOOR TRUSSES AT 24" ON CENTER WITH 24"AC CHASE OFFICE COPY ,f4/11 191.01.41.D1IAIN :INitgIttLHfdlblt':; .. gMIII MMINIVIMOINIAIIMl(.'". ilv:/%! ii ii i I` 1 „,,, �? -1ST FLOOR WALL GUEST/CABANA BATH ° 1ST FLOOR p • r +t J) i % -2ND FLOOR WALL Z i- , i J C ,'r 1.:119i/� I!/h.:.u1 tl bl':!'1IYO+CWpJWH�N/lLil/IH.' :..Jb Oo'61N0:o /1 i Ym A Q m .4.m c SUON S (1OB a 0a_ cc (9 U O Reviewed No Exceptions ill 4 Refected Z Z N L: LI— J CQ O 0 2 Reviewed Exceptions Noted [1 5 Mfacmation Only E 0 5 W G Z as E caw v El 3 Revise&Resubmit Z 0 ,O)0 W • . Rest,ened only lof general conformance w,m the claw mo a etnems fott.cated in Contract Documents and for _a (n 0 J mosatecywith the word&sigconcepcnm a ..,ev�ewaanotelextheCr. •,tom,es000:,wnfor O 'l 'COQ^ mon or n in desagn fo anis',the Contra..a,eaponvble for compliiacompliancewre ito all rei ,nents of the U o Cnnbaat Doaanend,and for the safe rd,uccesslul mnetr uchOn of the wort Tho 0,n does not consider the men methods,technaaes,sequences.and oyera0ona• the.• of ,precaolons.a,programse,ader4ltlrregasMda�etbe ssuk ... d JOB NO: r CONSULTING,INC. Date / �`�1 e 17-1751F Checked by: Jo Signature: PAGE NO: 1 OF 1 I-::::' 32'0"9 Fa 15'1"8 12'6"9 4'4'8 15'0"13 F01 i Q.!•rr' IR I' iw CONVENTIONAL FRAM! t3 •1, I 4 O_ FOR PORCH AREA • . 0- . 0 i F03 11'1" • BEAM B • I'll, 0 CO - , ;, i- ii -- MI -J i W N LL-_-- . O•FFICE/l.UEST SUITE 4 NO LL. 1ST F OOR Co N = CO 0) N LU fp • CO th -I „ J -s,1 ■ . •• Q II O i ll O j •„ 0) 00 BATH#3• bo 1ST FLOOR CLn AHU , n 1101 . . - • Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE alpine Phone: (8 00)755-6001 a,11wCrw,A:. Site Information: - ... Customer: W.B.Howland Company,Inc. Customer: Number. 17-1751 JobDescription: NOVAK-CLINE Address: 364 7TH ST City,State,Zip: Atlantic Beach,FL 32233 Name,Address and License#of Structural EOR if one exists for the building: rLiceName: nse#: State: Address: City,State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES Design View Version: 17.02.00.1013.16 JRef#: 1W5X2150004 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(pst): 20.00-10.00-0.00- Floor Load(psf): None 10.00 This package contains a job notes page, 15 truss drawings and 2 details. Item 1Seal# Truss Item Seal# Truss 1 318.17.1547.15528 A01 2 318.17.1547.15747 A02 3 318.17.1547.15627 A03 4 318.17.1547.15628 A04 5 319.17.1021.45680 B01 6 319.17.1021.47773 B02 7 319.17.1021.52623 B03 8 319.17.1021.54397 B04 9 319.17.1021.56127 B05 10 319.17.1021.57723 B06 11 319.17.1021.59530 J01 12 319.17.1022.01163 J02 13 319.17.1022.03287 J03 14 319.17.1022.05120 J04 15 319.17.1022.10440 J05 OFFICE COPY T=aiiiiiing ci:blouse taseates mad W (3.1 Ir ww eftlfilmtleaarallii ir Olisitear , SFL4 O•�•V 84% . a•MltYdrPq l/gparia.g. :7 1111 I iMt".""wwmM • e�{ // 8 i y, * • 7c �I �to 1 W (3.1 IrI* ; r • • � � I. .°:% ATE • /ik- 4.1 MIMI V This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 11/15/2017 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 11/15/2017 10:29:47 AM Job Number: 17-1751 Ply: 1 SEON:485560 /T12 GABL Gust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 318.17.1547.15528 Truss Label: A01 KM / DF 11/14/2017 7,9,.8 I 157" 7'9"8 7'9"8 I- 59"8 I 2'- (TYP) 4X4 C T12 4.5 p B "" D M N I M To ;3X4A(D1) 1114X5 F =3X4(D1) 1EE's ler- ::::'-'a 3J 12 1"1 7'4" j 7'4" S„. 5" 14.8" �5'gr 5" 15'1"8 1157" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 H 999 240 1 384 /132 /145 /- /109 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.105 H 649 180 I* 92 /17 /54 /- /- /88.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.019 H - - G* 106 /42 /50 /- /- /88.0 EXP:C Des Ld: 40.00 HORZ(TL):0.041 H - - J 416 /121 /180 /- /- /5.5 NCBCLL:10.00 Mean Height:20.39 ft Code/Misc Criteria Creep Factor:1.5 G /160 TCDL:5.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.294 Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.230 I Min Brg Width Req= 1.5 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.127 I Min Brg Width Req= - G Loc.from endwall:Any FT/RT:20(0)/10(0) J Min Brg Width Req= - J Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): Bearings I,I,G,&J are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:16.02.01B.0131.17 Lumber Members not listed have forces less than 375# Value Set:13B(Effective 6/1/2013) Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31 B-C 417 -273 C-D 416 -269 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Gable Forces Per Ply(lbs) approved 1/30/2013 by ALSC Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-H 552 -603 F-D 538 -574 All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 2.30 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. �+ ky0 Wind `..e�►•7 FLEA:�9' Wind loads based on MWFRS with additional C&C Q" oo' - S•--14 member design. Q ...\) �•e• • Additional Notes 1 • t O 8 See DWGS A14030ENC101014&GBLLETIN1014 for r.• ;,":648 V • gable wind bracing and other requirements. _ :I Shim all supports to solid bearing. * S • The overall height of this truss excluding overhang is = = ATE t 3-2-3. i •t� -94:1/4-66 *****.************ rwpwwx 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have.a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /41111 as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,.V,.o,,,,,,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 17-1751 Ply: 1 SEQN:485556 /T1 / COMN Cust:RR215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 9 FROM:CDM DrwNo: 318.17.1547.15747 Truss Label: A02 KM / DF 11/14/2017 7'9"8I 15'7" FI 7'9"8 7'9"8 4X6 C —r 12 — 4.5 V PII 3X43X4 in B I1 D co el b =5X5 M A E I T �' F ;5X8(F4) a 3 12 ;5X8(F3) 7'4" 7'4" A F7,9„8 15,1„8 '1 2' L.5" 5"B 15"13 11' 517„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.189 B 989 240 A 630 /164 /321 /- /74 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.473 B 394 180 E 778 /221 /417 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 B - - Wind reactions based on MWFRS EXP:C Des Ld: 40.00 Mean Height:20.32 ft HORZ(TL): 0.185 B - - A Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:5.0 psf Bearing E is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.323 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.562 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.02.018.0131.17 A-B 1180-2318 C-D 1171 -2199 Lumber Additional Notes B-C 1192-2194 D-E 1228 -2280 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31 3-5-15. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31 Webs 2x4 SP#3 A-G 2113 -998 G-E 2113 -997 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 3.893' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 3.893' Maximum Web Forces Per Ply(lbs) Lumber value set"136"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-G 1110 -420 Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. y� Hanger specified assumes connection to supporting �)�' F� '�y�9 chord is located a minimum of five times the depth of ,` _/!�,/t the supporting chord from any unsupported end, O�7 ••••• • ••••• �/y unless unsupported chord end has 85%plating 0 •••) - S�••• • coverage. C • Bearing at location x=0' uses the following • support conditions: i ",o. ;(;648 • Bearing A (0',18'8")LUS26 a • • Supporting Member:(2)2x6 SP M-31 I* : * _ * (4)0.148"x3"nails into supporting 8 / • member, f (3)0.148"x3"nails into supported .�Q ; + �t� member. '�00. •• •/`•(AIL n, 0 / Wind yi,�,��n• ••• .•'• Wind loads based on MWFRS with additional C&C #0 278gVV S/oN AL, � member design. 4 t1 tlatpgg4M 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MM./COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing,indicates acceptance of proTesstona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com,TPI: www.tpinst.org,SBCA:www.sbcindusiry.com,ICC: www.iccsate.org Job Number: 17-1751 Ply: 1 SEQN:485554 /T17 /COMN Cust:R R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 3 FROM:CDM DrwNo: 318.17.1547.15627 Truss Label: A03 KM / DF 11/14/2017 7'9"8 157" H 7'9"8 I 7'9"8 1114X6 B 12 T 1 4.5 to co M _ co A C T /~ M _ �_' D 3X4(62) E •F 1112X4 —=3X4(62) L 7'9"8 7'9"8 7'9"8 I 157' 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 E 999 240 A 625 /165 /329 /- /74 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.051 E 999 180 F 774 /221 /425 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(TL): 0.021 E - - A Min Brg Width Req= - Mean Height:20.32 ft F Min BrgWidth Req1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 Bearing F is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.254 RepFactors Used:Yes Max Web CSI: 0.128 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 16.02.01B.0131.17 A-B 600-1005 B-C 579 -1009 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Te(lbs) Chords Tens.Comp. Chords ens. Comp. T Top chord 2x4 SP M-31 3-5-15. Bot chord 2x4 SP M-31 A-E 867 -416 E-C 867 -416 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of �+ t� the supporting chord from any unsupported end, �J F1.86%M unless unsupported chord end has 85%plating ` coverage. c‘•)"'..••• • •�•••�/y Bearing at location x=0' uses the following f:44,7, ...74....\> �►•• support conditions: }i • Bearing A (0',18'8")LUS26 i Supporting Member:(2)2x6 SP M-31 i O. ;(;648 : (4)0.148"x3"nails into supporting a • member, * : _ * (3)0.148"x3"nails into supported • member. $ = • ATE 0 :tt i • Wind �y1,?O•... R OP,.••i��/ Wind loads based on MWFRS with additional C&C '� /l' .••C QR\ •• ��4 member design. #0 278 • ' ..••. 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN CV/OMWHY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 17-1751 Ply: 1 SEQN:485552 /T16 /GABL Gust:RR215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 318.17.1547.15628 Truss Label: A04 KM / DF 11/14/2017 F 79"8 _I 157" I 7'9"8 7'9"8 I--2'--i (TYP) F 3'9"8 =4X4 D T12 4.5 V M B • i F iN M i , 3XA4(D1) =3X4(G1) 32 I II L o- 11 {} '1 i ----------",----L V //////H///M r 157" 1 157" 157" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 H 999 240 A" 166 /57 /72 /- /24 /54.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.015 H 999 180 M" 136 /40 /54 /- /- /133 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 L - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(TL): 0.006 L - - A Min Brg Width Req= - Mean Height:20.40 ft L Min Br Width Re NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 9 q= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.113 Bearings A&L are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.107 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.115 Members not listed have forces less than 375# Maximum Gable Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Gables Tens.Comp. Gables Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.02.018.0131.17 B-L 387 -410 H-F 387 -410 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP M-31 Bot chord 2x4 SP M-31 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outookers and cladding load not to exceed 2.30 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. ��� F� Wind `` •••• ' '•••=Ir/� Wind loads basedaon MWFRS with additional C&C h�v��•` S •••'f, member design. V v c • Additional Notes O" ;1.• • V • See • DWGS A14030ENC101014&GBLLETIN1014 for • V gable •ind bracing and other requirements. I y 7� • The overall height of this truss excluding overhang is a 3-2-3. _%-o e• ATE ' ;@ • 010 Pi.OR�(14- mak. #0 27s�''rw`ska..ONAl.. � 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building ComponentSafety Information,by_TPI an SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forrmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, /411116 as applicable. Apply plates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NIco'COWAN,' truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE: w.w✓.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindushy.com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 17-1751 Ply: 1 SEQN:488635 /T8 HIPS Cust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1021.45680 Truss Label: B01 ,JB / DF 11/15/2017 7' I 13'1" I 19'2" I 26'2" 7' 6'1" 6'1" 7' =8X10 1112XX4 T2 --.4---8X1012 2 C T4.5 I/ T m c-, g h A 5X10(B3) 1113X4 =H07I 10 1113X4 =5X10 63\G r 26'2" j I-2 1 7' I- 6,1„ I 6'1" I 7' I 2 -I 7' 13'1" 19'2" 26,2„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.250 D 999 240 B 2478 /704 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.621 D 500 180 F 2478 /704 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.057 H - - Wind reactions based on MWFRS EXP:C HORZ(TL): Req 0.141 H - - B Min Brg Width 2.1 Des Ld: 40.00 Mean Height 20.18 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 2.1 TCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.520 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.636 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.677 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.00.1013.16 B-C 1464-5379 D-E 1789 -6607 C-D 1789-6607 E-F 1464 -5379 Lumber Additional Notes Value Set:136(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31 :T2 2x6 SP M-31: 3-2-6. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP M-31 Webs 2x4 SP#3 B-J 4963-1334 I-H 4987 -1332 Lumber value set"13B"uses design values J-I 4987-1332 H-F 4963 -1334 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 61 plf at -2.00 to 61 plf at 7.00 C-J 450 0 D-I 420 -898 TC:From 31 plf at 7.00 to 31 plf at 19.17 C-I 1778 -501 H-E 450 0 TC:From 61 plf at 19.17 to 61 plf at 28.17 I-E 1778 -501 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 20 plf at 0.00 to 20 plf at 7.03 BC:From 10 plf at 7.03 to 10 plf at 19.14 1814•1104 BC:From 20 plf at 19.14 to 20 plf at 26.17 �+ AS• ����i��9 BC:From 4 plf at 26.17 to 4 plf at 28.17 ,` �` TC: 291 lb Conc.Load at 7.03,19.14 V*11/4.. • •4....-....4: TC: 189 lb Conc.Load at 9.06,11.06,13.08,15.10 ,cp....,:), 17.10 • BC: 434 lb Conc.Load at 7.03,19.14 • 666 BC: 133 lb Conc.Load at 9.06,11.06,13.08,15.10 <74 o. r(•V`1V T�. • • wwpp • • 17.10 • • • Purlins 7�1. . * • ,* • • In lieu of structural panels use purlins to brace all flat T. + ATE • •� Q11 TC @ 24"oc. '�•� • t,_ Wind 1414 41 dam••��L OR�Q•••♦ Wind loads and reactions based on MWFRS. ii�4 •••'`•�••• • #0278 '' 44/ONAIE� 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN M1V COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page , 2400 Lake Orange Dr. listing this drawing indicates acceptance of orooessionat engineering responsibility solely for the design shown. The su'r bility Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150OrlandFL,32837 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 17-1751 Ply: 1 SEQN:488638 /T13 HIPS Cust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1021.47773 Truss Label: B02 JB / DF 11/15/2017 I 4'6"8 I 9' I 13'1" I 17'2" I 2178 I 26'2" 4'6"8 4'5"8 4'1" 4'1" 4'5"8 4'6"8 5X6 1112X4 ,-----5X6 D E F T T 12 = Job Number. 17-1751 Ply: 1 SEQN:488641 /T11 HIPS Cust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1021.52623 Truss Label: B03 JB / DF 11/15/2017 5'6"8 11' 15'2" 20'7"8 26'2" 5'6"8 I 5'5"8 I 42" I 5'5"8 I 5,6"8 =5X6 4X4 D E T 12 4.5 p 3X4 -•-.3X4 C F CO E0 y , a a (V Co B G A t'r 0 II W B 2 H L 4X4(B2) 1112X4 =5X5 =3X8 1112X4 =4X4(62) i 262" 1 5'6"8 5'5"8 42" 5'5"8 5'6"8 2 II-I 11' I 15'2" I 20'7"8 I 26'2" I 2'---1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.109 K 999 240 B 1196 /226 /649 /- /112 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.268 K 999 180 M 1196 /226 /649 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.042 I - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C HORZ(TL): 0.104 I - - B Min Brg Width Req= 1.5 Mean Height:20.93 ft M Min Br Width Re NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 g q= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.311 Bearings B&M are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std:2007 ,Max BC CSI: 0.442 RepFactors Used:Yes Max Web CSI:0.279 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 B-C 599-2109 E-F 534 -1692 Lumber C-D 537-1698 F-G 596 -2109 D-E 537-1543 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP M-31 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M41 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-L 1898 -458 J-I 1897 -488 approved 1/30/2013 by ALSC L-K 1897 -460 I-G 1898 -487 K-J 1539 -342 Purlins In lieu of structural panels use purlins to brace all flat Maximum Web Forces Per Ply(lbs) TC @ 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind C-K 137 -392 J-F 137 -396 Wind loads based on MWFRS with additional C&C member design. fftttlf inter Additional Notes �' FL rZ�iih� The overall height of this truss excluding overhang is A .• • ••. 4-8-6. VO•a•�\ S••44.-'7,0e+ - aa ♦ i* o. �t•648 7[ i ^ 3 zi • • • S .pt ATE I • P , S � v e ONAI�#0278 ‘fi, „AO* —niufrnrwniit00- 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN I'M COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing,indicates acceptance of lorofessionall engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 17-1751 Ply: 1 SEQN:488644 /T2 HIPS Cust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1021.54397 Truss Label: B04 JB / DF 11/15/2017 6'7" I 13' _I 197" I 26'2" F6'7" 6'5" 67" 67" =4X5 D T �� T 12 4.5 p 5X5 5X5 E 90 io rn B F Is A -;-. ..: 1111111.i. — G 4X4(B2) 1112X4 =5X6 1112X4 =4X4(82) 1 i 26'2" 6'7" I 13 0"1 67" 2' 2' 6'7" 19'7" 26'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.109 I 999 240 B 1196 /- /657 /- /136 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.270 I 999 180 K 1196 /118 /716 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 H - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:C _ - _ HORZ(TL): 0.105 H - - B Min Brg Width Req= 1.5 Mean Height:21.30 ft K Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 BldgCode: FBC 2014 RES Max TC CSI: 0.318 Bearings B&K are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.426 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.521 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 B-C 360-2094 D-E 254 -1531 Lumber C-D 281 -1531 E-F 336 -2094 Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31 Webs2x4SP#3 B-J 1880 -176 I-H 1878 -186 Lumber value set"13B"uses design values J-I 1878 -177 H-F 1880 -185 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. C-I 157 -550 D-I 621 -119 I-E 235 -550 Additional Notes The overall height of this truss excluding overhang is 5-5-6. (W_.•••• _.•••• FL�.I�i • If i o. :r•648 •• i *it i iI,,0•: ATE f N,A.-6:41,...**"...t. 0 FOS'0:01/ #0 278',y' ss/ wN� 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted 6ttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown forermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or 610, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ,ccv truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci7,./ uP,�„ ng of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150OrlandFL,32837 For more information see this lob's general notes page and these web sites:ALPINE: wrwv.alpineitw.com;TPI:w.wv.tpinst.org;SBCA:wwrv.sbcindustry.com;ICC:www.iccsafe.org Job Number: 17-1751 Ply: 1 SEAN:488647 /T14 COMN Gust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1021.56127 Truss Label: B05 JB / DF 11/15/2017 67" 131" 197" 262' 6'7" I 6'6" I 6'6" _I 6'T' =4X5 C i- 12 4.5 p 3X43X4 B D N En i rn A E n =4X4 62) 1112X4 =5X6 1112X4 =4X44((B2) r -- 26'2" 67" 6'6" 6'6" 67" -I 6'7" 13'1" I' 197" 26,2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.102 G 999 240 A 1064 /188 /555 /- /91 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.260 G 999 180 I 1064 /188 /555 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.040 F - - Wind reactions based on MWFRS EXP:C HORZ TL: 0.101 F - - A Min BrgWidth Req1.5 Des Ld: 40.00 Mean Height:21.69 ft ( ) NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.254 Bearings A&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2007 Max BC CSI: 0.402 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.562 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 A-B 598-2156 C-D 488 -1558 Lumber B-C 488-1558 D-E 598 -2156 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31 Webs 2x4 SP#3 A-H 1944 -494 G-F 1942 -495 Lumber value set"13B"uses design values H-G 1942 -495 F-E 1944 -494 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp.__ Wind loads based on MWFRS with additional C&C member design. B-G 204 -594 G-D 204 594 C-G 640 -154 Additional Notes The overall height of this truss excluding overhang is 5-5-12. c0Fixe% 4' ' ..\ ► sty'' I o. :�•648 • • • • st_"6..... ATE 0 cc. mt./ 4471 ' #0 278 '�s0NAI rwtnwnt+ 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. �LPPII NN Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN rV,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page , 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The su' bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this iob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 17-1751 Ply: 2 SEQN:488650 /T4 COMN Gust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1021.57723 Truss Label: 006 JB / DF 11/15/2017 1 5 5 2 Complete Trusses Required 4'8"9 _I 8'10"12 , 13'1" 173"4 21'5"7 , 26'2" 4'8"9 4'2"4 4'2"4 4'2"4 4'2"4 4'8"9 1114X5 D T _ 12 eJ4X4 $4X4 4.5 G C E i • N. /00p, ol 03X43X4 .n B F F • r) • . =4X88(81) =4X&81) ■ i 1 rk 1112X4 4X4= =8X8 =4X4 112X4 1 262" 1 4'8"9 47"4 47"4 4'2"4 474 4'8"9 4'8"9 I 8,10..12 I- 13,1" -I 1T3"4 21,5"7 I 26'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.172 J 999 240 A 4702 /1372 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.417 J 744 180 G 4713 /1372 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.043 H - - Wind reactions based on MWFRS EXP:C g HORZ TL: 0.105 H - - A Min BrgReq Width 1.9 Des Ld: 40.00 Mean Height 21.69 ft ( ) NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 2.0 TCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 Bearings A&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.578 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.868 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 A-B 1453-4991 D-E 1004 -3452 B-C 1300-4472 E-F 1300 -4476 Lumber C-D 1004-3452 F-G 1452 -5001 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP M-31 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"130"uses design values A-L 4628-1342 J-I 4112 -1190 approved 1/30/2013 by ALSC L-K 4611 -1338 I-H 4619 -1338 K-J 4109-1191 H-G 4637 -1341 Nailnote Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @ 5.50"o.c. Webs :1 Row @ 4"o.c. B-K 146 -487 J-E 347 -1191 Use equal spacing between rows and stagger nails K-C 991 -254 E-I 995 -254 in each row to avoid splitting. C-J 347-1188 I-F 146 -493 P / N�g D-J 2278 -626 Special Loads ,V` �7 !"(�► �//� TC----(Fomef 61rplfat 120.00 toPlate 61 plf at 12617 h� `•••••• • ••••-•::/+ •+ •• BC:From 10 plf at 0.00 to 10 plf at 26.17 V • • BC: 625 lb Conc.Load at 2.06,4.06,6.06 a • BC: 630 lb Conc.Load at 8.06,10.06,12.06,14.10 1 : •• 16.10,18.10,20.10,22.10,24.10 0• 't• 81):•://1 • a • Wind 1* i I 'fie a Wind loads and reactions based on MWFRS. • 1);_t„.••••4%. • ATE I i• r + Additional Notes !$9 •+• P •+ ,V The overall height of this truss excluding overhang is �y d�•♦• OR`Q ••�`� 5-5-12. t?i •+•aa•mea.+rr+ #0 278 '1e4c, ,ONALIw� 1 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anal SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALP E Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,ti,COMPANY truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of prooesstonat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Suite 150 Sec.2. ando FL,32837 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 17-1751 Ply: 1 SEQN:488630 /T7 HIP_ Gust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 2 FROM:CDM DrwNo: 319.17.1021.59530 Truss Label: J01 JB / DF 11/15/2017 5'0"4 + 9'10'13 H 5'0"4 4'10"9 D 12 3.18 L--- 3X4 C el go N N (M a0 B 6111 A 0 ■ DI 1112X4 =4X4E f 3X4(62) _- 2715 5'0"4 471 3" 5'0"4 9'7"5 i'1 "13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.034 G 999 240 B 383 /230 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 G 999 180 E 302 /83 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - D 102 /27 /- /- /- /1.5 EXP:C Des Ld: 40.00 Mean Hei ht:20.16 ft HORZ(TL):-0.016 D - - Wind reactions based on MWFRS g NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.289 E Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psfD Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.314 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.346 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.17.02.00.1013.16 Chords Tens.Comp. Lumber B-C 297 -706 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP M-31 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-G 684 -259 G-F 670 -260 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 0 plf at -2.83 to 61 plf at 0.00 C-F 277 -712 TC:From 2 plf at 0.00 to 2 plf at 9.90 BC:From 0 plf at -2.83 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 9.90 TC: -76 lb Conc.Load at 1.79 TC: 103 lb Conc.Load at 4.31 IM07ly, TC: 251 lb Conc.Load at 7.13 ��S F./.. 4.1/A4 t BC: 109 lb Conc.Load at 4.31 `,`` BC: 188 lb Conc.Load at 7.13 OOV �••'• ••• 1. Wind � • Y • • • i Wind loads and reactions based on MWFRS. • • '1 o. ;x.648 • • Additional Notes The overall height of this truss excluding overhang is I •• 3-2-3. a %st. 00 ATE i o •• • #0 278 '1'UVN10N AL rl 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary /A\bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chordshall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the A,,,,,,-OUP,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona150 engineering responsibility solely for the design shown. The suability Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 17-1751 Ply: 1 SEQN:488624 /T15 JACK Cust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 4 FROM:CDM DrwNo: 319.17.1022.01163 Truss Label: J02 JB / DF 11/15/2017 12 4.5 L C B M --f- --1- %. ‘-.._11 A1 D 3X4(B2) i H 2' m.f. 1 i Ed Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 316 /135 /224 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 12 /9 /18 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C - - C -95 /95 /60 /- /- /1.5 EXP:C HORZ TL 0.002 C - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height 19.05 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:5.0 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.209 - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.020 C Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x4 SP M-31 Bot chord 2x4 SP M-31 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-11-6. MIUltasit �,jS FLE72;44 Off ' .S .v. - > • # r • frlo. :A48 o. :A48 `• • I* * I * : * • =is,a: ATE * i eci '%,��i"F �PORS P'�k. #0 278, y s/pQ '- ,` 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary _ bracing grope), BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propp attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN FYI COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of orOtessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 17-1751 Ply: 1 SEQN:488626 /T18 JACK Gust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 4 FROM:CDM DrwNo: 319.17.1022.03287 Truss Label: J03 JB / DF 11/15/2017 12 C 4.5 I 4 B ao - T CV T 614Mii " N A ►� I ►� D 3X4(62) 3r F 2' + 3r HI Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 301 /87 /201 /- /64 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 54 /1 /42 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - C 51 /27 /18 /- /- /1.5 EXP:C HORZ TL 0 002 C - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height:19.43 ft ( ) NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Code: FBC 2014 RES Max TC CSI: 0.127 D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.035 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x4 SP M-31 Bot chord 2x4 SP M-31 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-8-6. /. \ FLEFLF�`�`4% I : r ; o. .�•648 a , • • 1* ; * 3 * • ti^: ATE • .:pct ao z7gfy„ 4.941/ •• E�� 1M111Q/µ1th'"" 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope8y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, _ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANf-V,COVAANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of professional engineerin responsibility solely for the design shown. The sui£ability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:wvw.sbcindustry.com,ICC: www.iccsafe.org Orlando FL,32837 Job Number: 17-1751 Ply: 1 SEQN:488628 /T6 JACK Oust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 4 FROM:CDM DrwNo: 319.17.1022.05120 Truss Label: J04 JB / DF 11/15/2017 C 12 i 4.5 1/ En v CV c- B N T 14 I Aiimiimmie �� D 3X4(62) 5' E 2' I5 HI Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 364 /96 /234 /- /91 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 94 /- /66 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 125 /60 /35 /- /- /1.5 EXP:C Des Ld: 40.00 Mean Height:19.80 ft HORZ(TL):-0.004 D Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:5.0 psf D Min BrgWidth Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.130 Req= - TPI Std: 2007 Max BC CSI: 0.105 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x4 SP M-31 Bot chord 2x4 SP M-31 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-5-6. Flb'sI'? •i • 't o. .(•848 • I* • • =v. ,0:• ATE %10•°•PLOR10no. #0 271/4Iv*L70NA1- lJ • 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otheiwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANNiCOMPANY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and braciNing oftrussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPf.www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 17-1751 Ply: 1 SEAN:488632 /T5 EJAC Cust:R215 JRef: 1W5X2150004 NOVAK-CLINE Qty: 7 FROM:CDM DrwNo: 319.17.1022.10440 Truss Label: J05 JB / DF 11/15/2017 C 4.5 12 So <V 51- Zn ap M 6 6"14 mai A EMEIMIIMINEE �� D 3X4(62) 7' F 2' I �, HI Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Enclosure:Closed B 437 /112 /2751 /- /118 /5.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL):NA D 133 /- /91 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 D - - C 189 /90 /60 /- /- /1.5 Des Ld: 40.00 EXP:C HORZ(TL): 0.017 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height.20.18 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:5.0 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2014 RES Max TC CSI: 0.286 P C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.210 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Top chord 2x4 SP M-31 Bot chord 2x4 SP M-31 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-2-6. #- jS FLa • '1 0. :t•848 ••• • I* ' ' * S * : i y,o% ATE 0 #0278iONAL 11/15/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forrmanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss stand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANr,.,COMPANY truss in conformance with ANSUfPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionai engineering responsibiliy solely for the design shown. The suitability and use of this drawing for any structure is the responsibilityof the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 mph wind speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace we (i) 2x6 'L' Brace ■ (2) 2x6 'L' Brace •■ Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S #1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fr SPF k1 / *2 Standard *2 Stud <J �f #3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' *3 Stud *3 Standard C O L�F Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' �l Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' Douglas Fir-Larch Southern Pkwvw Q1 #1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' *3 *3 J k SP #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Stud Stan#3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard Stnndnrd d (Lf DPL_ Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' Group Bl U #1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir :p - SPF #3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' CI 6 Btr L U HF Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' , 14' 0' 14' 0' *1 CD O I�r Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' D' 14' 0' Douglas Flr-Larch Southern Phones #1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' k1 k1 SP #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 #3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' CU , D F L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' sreFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress-Rated Boards. Group B d S P F #1 / #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades, #3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, 12 U LJ[" Stud _ 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. 0 f l l Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 100 plf over X #1 5' 4' 8' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TO Dead Load). d SP #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .-� DFL Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' _Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' SymmAttach 'L' braces with 10d (0.128'x3,0' min) nails. About rt I I V )I( For (1) 'L' brace' space nails at 2' o.c' able Truss �� � in 18' end zones and 4' o.c. between zones. ##� 31E 31Ein 1 (2) 'L' braces, space Halls est 3' o.c, Diagonal brace options In 18' end zones and 6' o,c, between zones. doubledt length may be T 3 when diagonal 18' 'L' bracing must be a minimum of BOX of web brace Is used. Connect .L 4,4v3 member length. diagonal brace for 5258 1 'L' t at each end. Max web Hr ce Gable Vertical Plate Sizes total length Is 14'. ��� IIE31E114 � �1l Vertical Length No Splice 2x6 DF-L *2 or ■�. ��'+'w`. Less than 4' 0' 2X4 better diagonal r "� h�� �' ^eljh Greater than 4' 0', but 3X4 Verticai length shown brace] single 18, ■ rless than 11' 6' or double cut 9 11. Greater than 11' 6' 4X4 In table above. r'' 45• (nsshown) atL- 1 doll &fa] :1; . Refer to common truss design for 'I upper end. ■ 1 e, ■ u �r�i .._ / �_■�■�■�■1arW,.M./r1M�,■�a■���L t peak, splice, and heel plates. Connect diagona at om mous aring/ i - Refer to the Building Designer for conditions midpoint of vertical web. 1 Refer to chart nave for • �LL l-•�. : Gable Detail ((+!II For Let-in Verticals Gable Truss Plate Sizes About'Y O Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. 11\1 +®Refer to Engineered truss design for peak, splice, web, and heel plates. 1 O ®If gable vertical plates overlap, use a II single plate that covers the total area of the overlapped plates to span the web. ble © tical O Example, 2X4ath I 41111•. 2X4 41r 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Oi Member MemberX i: © 1111411 Toe-naR - Or - End-nail , X OCO To convert from 'V to 'T' reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable 'T' reinforced gable vertical 10d Common (0,148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rield Sheathln� Toenalled Nails, specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 'T" I 4 Nall �1 �1 (4) toenails in the top and bottom chords. Web Length Increase w/ T Brace 'T' Relnf. 'T' 'T. This detail to be used with the npproprinte Alpine gable detail for ASCE Mbr. Size Increase Relnforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example 2x6 20 Gable A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP 23 4' O.C. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A2001 - r 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENCI01014, A12030ENC101014, A14030ENC101014, •,,�y�4 r l I�kik. (1) 2x4 'L' Brace Length 8' 7' A16030ENC101014, A20030ENC101014, A20030END1011T1�kl �. r I! Maximum 'T' Reinforced Gable Vertical Length 511515ENC100815, 512015ENC100815, 514015ENClr' r.1,�t 1 4 1.30 x 8' 7' = 11' 2' 518015ENC100815, 520015ENC100815, 520015E l - '�� 1ta110;1:18(1/ S11530ENC100815, 512030ENC100815, 514030 •r+h ,r .l-{'.: 1 14;5 •• • ii 4 Nall II jl S18030ENC100815, S20030ENC100815, 52003 ND1l :'•, S IPEDUr81 • Ceiling • See appropriate Alpine gable detail for maxiralim unit fort_•'gnbl- -!cal le oh. e '4o. a(•648 • • • • WARNING=REM MND FRLOV ALL NOTES DI THIS BRAND i t * omrulTAhmr FURNISH THIS lhRAvnIG TO ALL CONTRACTORS nlCLtmnIG 711E INSTALLERS. * * • REF LET-IN VERT Trusses require extrene care in fabricating,handling,shipping,instalIka and hp Rrfer and falxw the asst edition of sell Guiding conporrnt Safety Information,by TPI orW S1CN vor. ; ATE DATE 10/01/14 cti prattic.:prior to perfornb g the::e fv,ctlons. Installers shall provide angorary�bra per Unless nand 0-the-Mse,tap shoo nave a•wer ly attadxd ser cMal shtat>wrp bottom �t , D R W G G B L L E T I N 1014 wr shall haw a properly attached rigid teeing. Locations shown for permanent nates o bd;f ••• �•• A ILP A I of=t truss bracing pos hntasMoerwn I and on th, Joint or Det ils applicable.no y O HI I I�LJ�J \VI Rf eruto and position ns far above apo on tM Ion.. Details, niers noted otherwise. I •e k O R, � y Refer to drndYips 160A-2 for standard plate positions. '1pi7�'- •ea»11.••••1110S6 Alpine,a.1HWon of ITV DuRdka Components Gran Inc shall not be responsible for any deviation fr .�j s AN 11WODMP11N1f this drawing,any faRure to build the truss h con orwnnce with ANSI/TPI 1,or for handling,shpphp freer., s/ONA_ �y�' MAX. TOT. LD. 60 PSF Instaltatbn 6 bract g of trusses. A seal on this drawing or cover pope listing this drashg,=Skates nmrptance of professional 13723 Riverport Drive feraYrerYa r.�on�Rtty solely far ifr d.: .hoer. me s tae.ley and,,..of w.dra.MQ nt>ft µill► DUR, FAC, ANY Suite 200 ant'sir k r•r� Ky oP Bulking Designer per AhISI/TPI!Sete. #0 278 11/15/2017 Maryland Heights,MO 63043 For more Information see this Job's general notes page and these web sites, s ALPINE.wewalphelt..con,TPI www.tp►,.torg,SOCA,ww..sbdndustryorgl ICC'.ww,ccsnfcorg MAX, SPACING 24,0 Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 /461 Orlando,FL 32837 ALPINE Phone:(800)755-6001 w�Mr alpineitw.com Al,IISite Information: Customer' W.B.Howland Company,Inc. Customer' Number. 17-1751 F JobDescription: NOVAK-CLINE Address: 364 7TH ST City,State,Zip: Atlantic Beach,FL 32233 Name, Address and License#of Structural EOR if one exists for the building: rLiceName: nse#: State: Address: City,State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES Design Version: 17.02.00.1013.16 JRef#: 1W5Y2150001 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(psi): None Floor Load(pst): 40.00-10.00-0.00- 5.00 This package contains a job notes page, 12 truss drawings and 4 details. Item Seal# Truss Item Seal# Truss 1 319.17.1207.36232 F01 2 319.17.1207.35969 F02 3 319.17.1207.36403 F03 4 319.17.1207.36271 F04 5 319.17.1207.36683 F05 6 319.17.1207.36411 F06 7 319.17.1207.36816 FOIA 8 319.17.1207.36815 F07 9 319.17.1207.36678 F08 10 319.17.1207.35968 F09 11 319.17.1207.35970 F10 12 319.17.1220.52767 FL01 OFFICE COPY Aols,....S.F.1(4y, • 't o. ;/.848 \ * ,i *• _ * e ,p:. ATE I• ,:Q PZ . ....OR1•..OV ��� � jONAL\x,11 This document has been ekctronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 11/15/2017verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 11/15/2017 1:06:34 PM Job Number: 17-1751F Ply: 1 SEQN:485514 /74 SY42 Cust:R215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1207.36232 Truss Label: F01 KM / DF 11/15/2017 F4-I—2'—'1 (TYP) =1X4 =W=3X4 =1X4 AB C D E F G H I J KL T3.8 --— ,, Zi i So Y. '' " j----1 .N X W V U T S R P O 1111X4 III 1X4 111 1X4 III 1X4 1111X4 111 1X4 111 1X4 111 1X4 1111X4 W=3X4 i 16'11"1 F 16'11"1 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 L 999 480 Y* 199 /23 /100 /- /- /149 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL):-0.002 L 999 360 N* 258 /50 /148 /- /- /54.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - Y /140 EXP:C HORZ TL -0.000 B - - N /140 Des Ld: 55.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:5.0 psf Y Min Brg Width Req= - Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.188 Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.017 a Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.105 Bearings Y&Q are a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.00 Plate Type(s): Maximum Gable Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.02.01B.0131.17 Gables Tens.Comp. Gables Tens. Comp. Lumber B-X 91 -396 H-R 109 -427 Value Set:13B(Effective 6/1/2013) C-W 107 -451 I-Q 99 -419 Top chord 4x2 SP M-31 D-V 99 -419 J-P 107 -451 Bot chord 4x2 SP M-31 E-U 108 -427 K-O 91 -396 Webs4x2SP#3 G-T 100 -425 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating NotesUllfgartf All plates are 2X4 except as noted. �)S F �14 Wind ♦••• ••♦. f Wind loads based on MWFRS with additional C&C 03 J-♦` S ♦•♦♦V• member design. V ♦ V' I: . ' Additional Notes O.See detail STRBRIBR1014 for bracing and bridgingrecommendations. / Truss must be installed as shown with top chord up. ATE • The overall height of this truss excluding overhang is is .Q . * , 1-8-0. L4t4-- v Iy+�°.t/:. :c ORS �� TIS \ �.•N�•••��_` #0 278 ry'`�irss° `_ so 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ, ,cm,,,,,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci -. ng of trussesA seal on this drawing or cover Suite 150 page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suithbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orl ando FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www.alpneitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 17-1751F Ply: 1 SEQN:485521 /T10 /SY42 Cust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 2 FROM:CDM DrwNo: 319.17.1207.35969 Truss Label: F02 KM / DF 11/15/2017 9 5'4"8 7'4"1 8 13'3"915'3"9 16111 5'4"8 1,11"9" 510" I 2' I 178 I � "F—2'6"--I 2'6"12--I--2'6"12112 I 1'3"12 I— -- „1z-{ (TYP) =3X6 1X4 =W=3X4 1112X4 1112X4 =1X4 A B C D E F G H I J io \ / \. / IA U T S R 0 P •'= N M V 1112X4 4X4 1112X4 1112X4 =W=3X4 IN1X4 1112X4 =3X5 L ♦ 12'7"13 1 4'3"4 I- 16'11"1 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIJCSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IA Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.068 S 999 480 W 700 /92 /408 /- /- /5.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.125 S 999 360 0 892 /77 /479 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 B - - L 279 /35 /146 /- /- /5.5 EXP:C HORZ TL: 0.025 B - - Wind reactions based on MWFRS Des Ld: 55.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:5.0psf Code/Misc Criteria Creep Factor:1.5 W Min Brg Width Req= 1.5 Soffit: 0.00 BCDLBldg Code: FBC 2014 RES Max TC CSI: 0.175 0 Min Brg Width Req= 1.5 :3.0 psfL Min Brg Width Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.287 Bearings W,0,&L are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.353 Loc.from endwall:Any FT/RT:12(0)/10(0) Members not listed have forces less than 375# GCpi:0.00 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.02.018.0131.17 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 76 -466 D-E 198 -1167 Value Set:13B(Effective 6/1/2013) B-C 195-1149 E-F 198 -1167 Top chord 4x2 SP M-31 C-D 236-1363 F-G 85 -516 Bot chord 4x2 SP M-31 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC V-U 921 -165 S-R 1363 -237 Plating Notes U-T 1362 -236 R-Q 947 -168 All plates are 3X4 except as noted. T-S 1363 -236 Q-P 947 -168 Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. �au.� A-W 112 -652 F-P 132 -695 Additional Notes nu-- for, +�� A-V 741 -121 P-G 667 -102 +2x6 continuous strongback.See detail FIZZ;44 V-B 140 -723 G-O 123 -713 STRBRIBR1014 for bracing and bridgingfinS. il •• Ij'�I U-C 65 -406 recommendations. S•••!'y• Truss must be installed as shown with top chord up. �• • The overall height of this truss excluding overhang is •• Q�Q • 1-8-0. t o" •".648 i • • * • i * • 1 4,:• ATE ' ,• 2. •N..•.• V G #0 278�''`A�s `� 11/15/2017 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forrmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,,.go,,,,µ,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page_, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esstona. engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 17-1751F Ply: 1 SEQN:488602 /T5 / SY42 Cust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 4 FROM:CDM DrwNo: 319.17.1207.36403 Truss Label: F03 JB / DF 11/15/2017 5.4"8 7.5••912'10"1 f' 5.4"8 I 2'1"1 I 5'4"8 '{ I i I-2'6" 1'3„12�I f'1 3„12 I { (TYP) 1111X4 1111X4 =1X4 =3X4 =3X4 1111X4 1111X4 3X4 =3X4 =1X4 A B C D E F G H T T2 v \ / \- . . . 47 \ / \ 1 — 0 N M L K J = =3X4 3X4 =3X4 =3X4 =3X4 =3X4 r 12'10'1 i f- 12'10"1 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 D 999 480 0 694 /75 /66 /- /- /5.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.115 D 999 360 J 694 /75 /66 /- /- /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.014 B - - Wind reactions based on MWFRS EXP:C Des Ld: 55.00 Mean Height 15.00 ft HORZ(TL): 0.028 B - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 TCDL:5.0 psf Bearings 0&J are a rigid surface. Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.229 g Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.255 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.00 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 B-C 261 -853 E-F 397 -1322 Lumber C-D 397-1322 F-G 261 -853 D-E 400-1329 Value Set 13B(Effective 6/1/2013) Top chord 4x2 SP M-31 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"136”uses design values O-N 516 -173 L-K 1167 -363 approved 1/30/2013 by ALSC N-M 1167 -363 K-J 516 -173 M-L 1329 -400 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) member design. Webs Tens.Comp. Webs Tens. Comp. Additional Notes O-B 275 -821 L-F 400 -71 +2x6 continuous strongback.See detail B-N 535 -142 F-K 165 499 STRBRIBR1014 for bracing and bridging N-C 165 -499 K-G 535 -142 recommendations. �+ aufo C-M 400 -71 G-J 275 -821 Truss must be installed as shown with top chord up. .x00 FLF �q The overall height of this truss excluding overhang is a& .•••f"*..-Vit 1-8-0. Q •.•` SL . • J �' C • 1 1 • r t o. ;(.648 •7f i , * i• • • • :„p.• ATE ' •;t 'a0.4%••-PC n R1�P•.%�� #02 �S+Q/0NALtl‘ 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary /41116bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN r'W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro essrona, engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 17-1751F Ply: 1 SEQN:488604 /T13 /SY42 Cust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 4 FROM:CDM DrwNo: 319.17.1207.36271 Truss Label: F04 JB / DF 11/15/2017 5'4"8 7'5"912'10"1 l'" 5'4"8 I 2'1"1 I 5'4"8 H "I I"_-2'6" I 1712�{ 1'3"12 I r { (TYP) 1111X4 1111X4 =1X4 3X4 3X4 1111X4 1111X4 3X4 =3X4 =1X4 A B C D E F G H 14-/ \ / \-. ,-. / \./ \ 1 - 0 N M L K J 3X4 =3X4 =3X4 ==-3X4 =3X4 =3X4 r 12'10'1 - i F 12'10"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 D 999 480 O 694 1 75 /66 I_ I_ /5.5 BOLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.115 D 999 360'J 694 /75 /66 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 B - - Wind reactions based on MWFRS EXP:C HORZ TL: 0.028 B - - 0 Min BrgWidth Req1.5 Des Ld: 55.00 Mean Height:15.00 ft ( ) NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 TCDL:5.0 psf Bearings 0&J are a rigid surface. Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.229 Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.215 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.255 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.00 Plate Type(s): - Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 B-C 261 -853 E-F 397 -1322 Lumber C-D 397-1322 F-G 261 -853 D-E 400-1329 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP M-31 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"13B"uses design values O-N 516 -173 L-K 1167 -363 approved 1/30/2013 by ALSC N-M 1167 -363 K-J 516 -173 M-L 1329 -400 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) member design. Webs Tens.Comp. Webs Tens. Comp. Additional Notes O-B 275 -821 L-F 400 -71 +2x6 continuous strongback.See detail B-N 535 -142 F-K 165 499 STRBRIBR1014 for bracing and bridging N-C 165 -499 K-G 535 -142 recommendations. Wy��jj►► C-M 400 -71 G-J 275 -821 Truss must be installed as shown with top chord up. r�►S FCE�4 The overall height of this truss excluding overhang is �� •••• • •••.-'fhb 1-8-0. O 11•ii.••` Se**- I( t o. ;'.648 i y a r • I 7C I 1{ at ,o•• ATE 0 Q 7 48yry s #0 2 ,ONAL , 11/15/2017 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI Building PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proresstonaf engineering responsibility solely for the design shown. The su' bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 17-1751F Ply: 1 SEQN:488606 /T18 /SY42 Cust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1207.36683 Truss Label: F05 JB / DF 11/15/2017 P'{ 1� 113"12 1 1'3"12 1 1-1'3"121 1'3"12-F P1 2'6" 2'3"5 I (TYP) 1111X4 1111X4 =1X4 1111X4 1111X4 =1X4 A B C D E F G H I J T 3„8 i, / \-/-1X4 111 1X4 so I Q P 0 N M 1' 15'6"5 I 1 15'6"5 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 C 999 480 R' 157 /15 /- /- /- /186 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.007 C 999 360 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 R - - R MM Brg Width Req= - Des Ld: 55.00 EXP:C HORZ(TL):-0.002 R - - Bearing R is a rigid surface. Mean Height 15.00 ft NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.336 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.043 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.085 Loc.from endwall:Any FT/RT:12(0)/10(0) GCpi:0.00 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP M-31 Bot chord 4x2 SP M-31 Webs 4x2 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 50 plf at 0.13 to 50 Of at 4.35 TC:From 100 plf at 4.35 to 100 plf at 15.40 BC:From 5 plf at 0.00 to 5 plf at 4.35 BC:From 10 plf at 4.35 to 10 plf at 15.53 TC: 330 lb Conc.Load at 0.60,2.35 TC: 328 lb Conc.Load at 4.35 ��++ Plating Notes `,t`.0.14 REL.% All plates are 3X4 except as noted. �OV .0`00 •••• %I Wind ••• S�•••'Y• Wind loads and reactions based on MWFRS. • t O ;r:848 r•QAeV48 • . Additional Notes a 1. • See detail STRBRIBR1014 for bracing and bridging * i 1� i • recommendations. s Truss must be installed as shown with top chord up. ATE1 t� The overall height of this truss excluding overhang is '4 9 �•. F P••• V 1-8-0. 'trk�R'••. OR��••• �� #0 27s `S /pNA1. �G 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary /11111bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN rw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonal engineering responsibility solely for the design shown. The sui bility Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SuOrite 150ando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 17-1751F Ply: 1 SEQN:488608/T16 /SY42 Gust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 5 FROM:CDM DrwNo: 319.17.1207.36411 Truss Label: F06 JB / DF 11/15/2017 8' 10'11 315'6'5 8' I 2,1"13 "I 5'4"8 "I 1I +1,3"12 , 1'3"12 , 1'3"12H F1'3"12 I 3{ 2'6" I (TYP) III1X4 III1X4 =1X4 =4X4 =3X4 !111X4 3X4 1111X4 1112X4 =1X4 A B C D E F G H I J I / \,/ \ / \ - 0 1 P 0 N M L =3X4 =3X4 r 15'6"5 1 F 15'6"5 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.165 F 999 480 R 841 /78 /462 /- /- /5.5 BOLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.293 F 615 360 L 841 /82 /465 /- /- /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.032 B - - Wind reactions based on MWFRS EXP:C Des Ld: 55.00 Mean Height:15.00 ft HORZ(TL): 0.058 B - - R Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.381 Bearings R&L are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.453 RepFactors Used:Yes Max Web CSI: 0.345 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 4.50 ft FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.00 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 B-C 184-1090 F-G 332 -1922 Lumber C-D 311 -1808 G-H 329 -1908 D-E 311 -1808 H-I 182 -1079 Value Set:13B(Effective 6/1/2013) E-F 331 -1921 Top chord 4x2 SP M-31 Bot chord 4x2 SP M-31 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSO R-0 634 -114 0-N 1922 -332 Q-P 1533 -269 N-M 1534 -269 Plating Notes P-O 1962 -342 M-L 634 -114 All plates are 3X5 except as noted. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. _ Wind loads based on MWFRS with additional C&C member design. R-B 181 -1007 N-H 714 -96 B-Q 725 -110 H-M 138 -724 Additional Notes p� Q-C 135 -702 M-I 707 -107 +2x6 continuous strongback.See detail ��S F1.47.4 C-P 424 -65 I-L 181 -1007 STRBRIBR1014 for bracing and bridging `` •• •• G-N 73 -396 recommendations. • OV ••• 8'..• • • Truss must be installed as shown with top chord up. •,� F•• The overall height of this truss excluding overhang is • 1-8-0. i o. ;t•648 •i (4* i • 1• 7t , ' o , ATE 0 kat •.* a #0 28 .iyss� Mme '� 11/15/2017 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary _ bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have brang installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss brag ng and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,/COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonal engineering responsibility solely for the design shown. The su' bility Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 17-1751F Ply: 1 SEQN:488612 /T7 / SY42 Cust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1207.36816 Truss Label: FO7A JB / DF 11/15/2017 11'10"9 + 14'0"13+ 19'5"5 Pi 11'10"9 2'2 4 5'4"8 a I I I—2'6" _}?_3„12 3„12� 1'3"12 �,3"12 2'6°1--I �3111—I I I (TYP) III2X4 III2X4 X4 III2X4 1112X4 =W=3X4 1112X4 1X4 A B C D E F G H I J K L M I /_ - �_ \ / X W ZPPIP T S R Q P 0- V U III2X4 W=3X4 [~3'11" 1 4'4” 1 11'2"5 -ik I 19'5'5 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.066 J 999 480 X 311 /40 /164 /- /- /3.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.123 J 999 360 Z* 278 /24 /147 /- /- /52.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 0 - - 0 633 /103 /388 /- /- /3.5 Des Ld: 55.00 EXP:C HORZ(TL):0.015 0 - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00Creep Code/Misc Criteria Factor:1.5 X Min Brg Width Req= 1.5 TCDL:5.0 psf Z Min BrgWidth Re Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.221 q= - Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.248 0 Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.226 Bearings X,Z,&0 are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:12(0)/10(0) Members not listed have forces less than 375# GCpi:0.00 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber G-H 126 -772 J-K 184 -1083 Value Set:13B(Effective 6/1/2013) H-I 185-1087 K-L 126 -761 Top chord 4x2 SP M-31 I-J 185-1087 Bot chord 4x2 SP M-31 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B”uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC W-V 492 -69 R-Q 1087 -185 Plating Notes T-S 542 -81 Q-P 1017 -177 All plates are 3X4 except as noted. S-R 1084 -185 P-O 468 -85 Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. T-G 131 -703 K-P 82 -407 Additional Notes Ulsollfs,�pr G-S 474 -73 P-L 464 -64 See detail STRBRIBR1014 for bracing and bridging s\p►S FI n�4rjg S-H 96 -499 L-O 135 -745 recommendations. L� �� Truss must be installed as shown with top chord up. AQ��`'�,a�•iti•Se����'Y The overall height of this truss excluding overhang is O V v • 1-8-0. i • 'O. %'•• 8 d • • 1* I * _ * 11 ATE F: #0274ONA 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCS!(Building Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeiy attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A„RV/COMPANY truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of prooesstonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. und Orlando FL,32837 For more information see this iob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 17-1751F Ply: 1 SEQN:488615 /T6 / SY42 Cust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 2 FROM:CDM DrwNo: 319.17.1207.36815 Truss Label: F07 JB / DF 11/15/2017 7'11"8 12'11"514'0"1I13 19'5"5 T11"8 I 4,11"13 I 1'4 5'4"8 H2„� I--2 6„--{-1'3„12-} 3„1—If-0„ 3„1-i (TYP) III2X4 I X4 1112X4 1112X4 w W=3X4 1112X4 1X4 A B C D E F G H I J K L M `N T �a / ` / ` /` / J/ \ / \6r 1 IP( -'Z Y X V U T S R Q P' =3X6 =W=3X4 Ill2X4 r 8'0"4 1 11'51 A I- - - 19'5"5 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.042 K 999 480 Z 407 /71 /229 /- /- /3.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.071 K 999 360 W 1190 /104 /599 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 P - - P 583 /95 /353 /- /- /3.5 Des Ld: 55.00 EXP:C HORZ(TL): 0.011 P - - Wind reactions based on MWFRS Mean Height:15.00 ft Z Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:5.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.146 W Min Brg Width Req= 1.5 BCDL:3.0 psf P Min Brg Width Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0.180 RepFactors Used:Yes Max Web CSI: 0.237 Bearings Z,W,&P are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:12(0)/10(0) Members not listed have forces less than 375# GCpi:0.00 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 73 -391 H-I 117 -713 Value Set:13B(Effective 6/1/2013) C-D 148 -375 I-J 117 -713 Top chord 4x2 SP M-31 D-E 148 -375 J-K 161 -935 Bot chord 4x2 SP M-31 E-F 465 -76 K-L 160 -934 Webs4x2SP#3 F-G 465 -76 L-M 111 -676 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 3X4 except as noted. Y-X 474 -101 S-R 935 -161 V-U 475 -84 R-Q 900 -158 Wind U-T 475 -84 Q-P 426 -78 Wind loads based on MWFRS with additional C&C T-S 934 -161 member design. Maximum Web Forces Per Ply(lbs) Additional NotesWebs Tens.Comp. Webs Tens. Comp. See detail S tions. R1014 for bracing and bridging F �* recommendations. .t.0.14 /y Z-B 93 -452 V-H 124 -655 CO •••• ••••• !/* X-E 390 -58 H-T 392 -56 Truss must be installed as shown with top chord up. /0000miimilasupti, ••••` s&•i• • E-W 100 -552 Q-M 397 -53 The overall height of this truss excluding overhang is �' • W-G 118 -682 M-P 123 -678 1-8-0. 1 • G-V 498 -81 • r0. 't• • •'8 i • • t* S * _ * it'O:•• ATE • : #0 27 /Q1NAL 00 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.blLocations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 13,B7 or B10, as applicable. Applplates to each face oftuss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,.,,Co„•,,,, truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonaT engineering responsibility solely for the design shown. The su' bility Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL.32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 17-1751F Ply: 1 SEAN:488618 /T3 / SY42 Gust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 2 FROM:CDM DrwNo: 319.17.1207.36678 Truss Label: F08 JB / DF 11/15/2017 I 7'11"8 _1 19'5"5 I 7'11"8 11'5"13 a H2„- a 112'6" 3„1+-3„1—-i �0„� 1'3.'12 1'3'12 3„1y 1 1 (TYP) 1112X4 1112X4 =2X4 1112X4 1112X4 wW=3X4 1112X4 =1X4 A B C D E F G H I J K L M N Ta / \ / \-/ \ / / \ / \-/ \ / \� 1 -Y X W V U T S R Q P =3X5 =3X6 =W=3X4 r 8'0"4 1 1151 1 1- 19'5'5 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 K 999 480 Y 582 /73 /221 /- /- /3.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.064 K 999 360 V 1437 /105 /615 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 P - - P 565 /94 /346 /- /- /3.5 EXP:C HORZ(TL): 0.011 P - - Wind reactions based on MWFRS Des Ld: 55.00 Mean Height:15.00 ft ( ) Width Re NCBCLL:10.00 TCDL:5.0psf Code/Misc Criteria Creep Factor:1.5 Y Min Br g q= 1.5 Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.198 V Min Brg Width Req= 1.5 BCDL:3.0 psf P Min Brg Width Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.110 Bearings Y,V,&P are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.248 Loc.from endwall:not in 9.00 ft FT/RT:12(0)/10(0) Members not listed have forces less than 375# GCpi:0.00 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.00.1013.16 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 76 -562 H-I 113 -621 Value Set:13B(Effective 6/1/2013) C-D 90 -526 I-J 113 -621 Top chord 4x2 SP M-31 D-E 90 -526 J-K 159 -889 Bot chord 4x2 SP M-31 E-F 551 -85 K-L 159 -889 Webs 4x2 SP#3 F-G 551 -85 L-M 110 -645 Lumber value set"13B”uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 3X4 except as noted. Y-X 450 -60 R-Q 857 -157 X-W 650 -105 Q-P 411 -77 Loading S-R 846 -159 Truss supports 400#mech unit;unit centered at 4-0-0;supported by TC;unit width 4-0-0;supported by Maximum Web Forces Per Ply(lbs) 2 trusses. �I Webs Tens.Comp. Webs Tens. Comp. Wind ���` F� y�►y�9 Y-B 96 -716 G-U 518 -83 Wind loads based on MWFRS with additional C&C ,` �7 !ii.•�C W E 520 -61 U-H 125 -688 member design. 4$.4.\) ••••••'�/ E-V 102 -844 H-S 413 -56 .•`` S.•• . V-G 119 -695 M-P 123 -654 Additional Notes v • • See detail STRBRIBR1014 for bracing and bridging i t - recommendations. ; 0. * 8 • • Truss must be installed as shown with top chord up. k * _ • The overall height of this truss excluding overhang is a • 1-8-0. c ,p$• ATE I •• \ j•.•4 OR1,.-.. <c. #0 27N4,4444amenshauS/ONALt 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheetingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face_of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN N/COMPANY truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suability Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SuiteOrlan150 FL,32837 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.ore,SBCA:www.sbcindustry.corn;ICC:www.iccsafe.org Job Number: 17-1751F Ply: 1 SEQN:485528 /T2 / SY42 Cust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 2 FROM:CDM DrwNo: 319.17.1207.35968 Truss Label: F09 KM / DF 11/15/2017 1'7"8 3'1"86' 1'7"8 1'6" I 2,10"8 '{ H 1,3"12 H 3" - 3X4 =1X4 1111X4 =3X4 =3X4 A B C D - T •-� T8 NOnLi! G F E 3X4 1111 X4 =3X4 III 2X4 1112X4 A- 6' i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U !Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 C 999 480 I 317 /32 /31 /- /- /3.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.047 C 999 360 E 330 /38 /31 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 D - - Wind reactions based on MWFRS EXP:C HORZ TL 0.021 D - - I Min BrgWidth Req1.5 Des Ld: 55.00 ( ) Mean Height 15.00 ft Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= - NCBCLL:10.00 TCDL:5.0 psf Soffit: 0.00BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.173 Bearing I is a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.156 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.183 Members not listed have forces less than 375# Loc.from endwall:An FT/RT:12(0)!10(0) Maximum Web Forces Per Ply(lbs) Y Webs Tens.Comp. GCpi:0.00 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.02.016.0131.17 A-H 385 -241 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP M-31 Bot chord 4x2 SP M-31 Webs 4x2 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Illis�• rpy//yyrryy Truss must be installed as shown with top chord up. ��1J FLFa �4 18-0.overall height of this truss excluding overhang is �O�•v• • •SA••�� • • / 10. ;' • 8R••• * _I* i r • • 1:• ATE0 Ice #0 27ti.L.ss A irPO 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN 71,COWA,w truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The su' bility ANSI/TPI use of this drawing for any structure is the responsibility of the Building Designer perSuite 150 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.on7 Job Number: 17-1751F Ply: 2 SEAN:485530 /T9 / SY42 Gust:RR215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1207.35970 Truss Label: F10 KM / DF 11/15/2017 5 5 2 Complete Trusses Required H6„ 1 2'5"4 1 (TYP) 3X6 ------3X4 =H0308 =1X4A B C T J_ 'M IIII �MEM 2111E NM 11111 IMINE mmimo — --do► � G F E D 3X4 - 3X4 -- 3X8 3X6 i - 6'- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 B 999 480 G 319 /25 /33 /- /- /3.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.005 B 999 360 D 328 /38 /31 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - - Wind reactions based on MWFRS Des Ld: 55.00 EXP:C HORZ(TL):0.001 D - - G Min Brg Width Req= 1.5 Mean Height 15.00 ft Code/Misc Criteria CreepFactor.1.5 D Min Brg Width Req= - NCBCLL:10.00 TCDL:5.0 psf Soffit: 0.00BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.086 Bearing G is a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.024 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.054 Loc.from endwall:not in 4.50 ft FT/RT:12(0)/10(0) GCpi:0.00 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.02.01B.0131.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP M-31 Bot chord 4x2 SP M-31 Webs 4x2 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. ftisi Additional Notes �+ FI See DWG CNSY42PL1014 or LSCCSYX2A1014 for skg "LEAN connection details of 2 ply trusses. O,O�.0" • •gly ��••4 Truss must be installed as shown with top chord up. ,V\' The overall height of this truss excluding overhang is /a • 1-8-0. 'l o. *C648 •i * : / * _ * • • • i'I :• ATE0 • #0 278 ,4W 11/15/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NI COWAN,' truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,_ 2400 Lake Orange Dr, listing this drawing indicates acceptance of proessional engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. OrlandouFL,32837 For more information see this job's general notes page and these web sites: ALPINE: www_alpineitw.corn;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 17-1751F Ply: 3 SEAN:509403 /T8 FLAT Cust:R215 JRef: 1W5Y2150001 NOVAK-CLINE Qty: 1 FROM:CDM DrwNo: 319.17.1220.52767 Truss Label: FLO1 KM / DF 11/15/2017 s 5 3 Complete Trusses Required 6'4"12 12'9"9 192"5 2572 31'11"14 6'4"12 6'4"12 I 6,4"12 I 6'4"12 I 6,4"12 "I 4X10 =3X10 =H1324 1114X4 =H1324 =4X5 A B C D E F T (a) 1 , I I \ __:.a„)._________------.'t L� K I H r 1113X5 w H0510 ----.6X10 w6X6 =4X5 1113X4 12'8"5 1 7'10"8 1 11'5'1 1 6,4"12I 6'4"12 I 7'9"4 5'0"5 I 6,4"12 6'4"12 12'9"9 20'6"13 2572 31'11"14 Loading Criteria Ipso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.071 B 999 480 L 5873 /145 /996 /- /- /5.5 BCLL: 0.00 Enclosure:Open Clear Lu:NA Cs:NA VERT(TL): 0.175 B 878 360 J 11625/276 /1956/- /- /3.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.014 G - - I 11221/274 /1892/- /- /5.5 EXP:C Des Ld: 55.00 Mean Height:15.00 ft HORZ(TL): 0.033 G G 4990 /127 /851 /- /- /3.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:5.0 psf L Min Brg Width Req= 1.6 Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.578 TPI Std: 2007 Max BC CSI: 0.268 J Min Brg Width Req= 2.8 Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 I Min Brg Width Req= 3.1 Spacing:24.0" C&C Dist a:3.20 ft Rep Factors Used:Yes Max Web CSI: 0.963 G Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT:20(0)/10(0) Bearings L,J,I,&G are a rigid surface. GCpi:0.00 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.00.1013.16 Members not listed have forces less than 375# Lumber Wind Maximum Top Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP M-31 member design. A-B 60-2358 D-E 1461 -42 Bot chord 2x4 SP M-31 End verticals not exposed to wind pressure. B-C 932 -26 E-F 47 -1677 Webs 2x4 SP#3 C-D 932 -26 Lumber value set"13B"uses design values Additional Notes approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Bracing The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. 3-0-0. (a)Continuous lateral restraint equally spaced on WIND LOAD CASE MODIFIED! K-J 2468 -66 I-H 1755 -51 member. J-I 20 -428 Nailnote Special loads -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails TC:From 200 plf at 0.00 to 200 pH at 31.99 Webs Tens.Comp. Webs Tens. Comp. Top Chord:2 Rows @ 4.50"o.c.(Each Row) BC:From 20 pH at 0 31.99 Bot Chord:1 Row @12.00"o.c. A-L 58-1937 D-I 78 -2229 Webs :1 Row @ 4"D.C. ,��S FLE �4Y A-K 2529 -65 I-E 98 -3653 Repeat nailing as each layer is applied.Use equal O� •••• • ••....41, K-B 52 -990 E-H 43 -703 spacing between rows and stagger nails in each row O,•`• Sri••• . B-J 100-3687 H-F 1792 -50 to avoid splitting. • V C • C-J 76-2199 F-G 52 -1644 5"o.c.spacing of nails perpendicular and parallel to • J-D 19 -545 grain required in area over bearings greater than 5" t O :��Qw • V4+ • Special Loads I ; * _ I --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) * S • TC:From 1044 plf at 0.00 to1044 plf at 31.99 q ATE BC:From 10 plf at 0.00 to 10 plf at 31.99 3 .• 1 ; e i Purlins %ed ••F�Oft,QP.••�� The TC of this truss shall be braced with attached vi n•�••••..,.•••••c) spans at 24"oc in lieu of structural sheathing. �VS/oA,At � #0 278 NAL O. 11/15/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinciComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMN;o„P, , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,, ng of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of orooesslonal engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.corn;Icc: www.iccsafe.org STRONGBACK BRIDGING REC❑MMENDATI❑NS ►All scab-on blocks shall be a minimum 2x4 BUTT limmor BRIDGING STRONGBACKTOGETHER 'stress graded lumber.' ... � No-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 151.11 ' 0/0 ►The purpose of strongback bridging is to 'O. ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6' O.C. stiffness of the floor NOTES IN LIEU OF SPLICING AS SHOWWNN 2x6, system. LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, Is recommended at 10' -0' o.c. (max.) NOTE: Details 1 and 2 are the preferred attachment methods imp.-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO O mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 10d COMMON 2 important structural requirement of any floor (0.148'x3') NAILS OR O (4) 10d BOX/GUN or roof system. Refer to the Truss Design 1 28'x3.0') NAILS / Drawing (TDD) for the bracing requirements for ���/'' each Individual truss component. 'Bridging,' i r ��/ II particularly 'strongback bridging' is a !'O% recommendation for a truss system to help �0i� / ��� control vibration. In addition to aiding in the . tel' �W �� `��� distribution of point loads between adjacent ��� truss, strongback bridging serves to reduce 3 STRONGBACK BRIDGING 'bounce' or residual vibration resulting from '� SPACING REQUIREMENTS movingpoint loads, such as footsteps. �/ P Up to 10'None required 10'to 20'1 roe(at center of spar) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 20'to 30'2 rows O at end)V3 reads) enhanced by the installation of strongback sox/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRDNGBACK, 30'to 40'3 rows 0 at Codi V4 owes) bridging and therefore is strongly recommended TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. � 40' Space rows at m'o�points) 9 99 Y SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) OR COMMON (0.148'x3.0') NAILS For additional information regarding strongback (4)lOd BOX/GUN (0.128'x3.0') g g g NAILS. bridging, refer to BCSI (Building Component ... .4000001111:11 ""4.........4011110V �/� /1 Safety Information). iiii 4,1 41114. '•IM,a 1i& foo �I �� �,r� S FL . 'NJ AgIll �/' I t+ • t `, .00111'.. � \/ ATTACH : I 0:'‘' • V • %/ �TO :. I. CHORD Di (2) KO - ••o- i STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 3 40. %�% S s•VAANDADM READ NO FELLOW ALL INDIES 111 THIS DRAVDr3 • a■DtPIRTANT�mom THIS DRONING TD ALL CAITRAcroa DCLUDIG TIE INSTALLERS .* 1 *L PSF REF STRONGBACK Trusses regh.extrene core bs fabrtcutesg,hondeq,sF�pY�,IutoUYq and brndrnp Refer % 1 D Colla.the t tent cation or SISI oDuildlrhg carhparent Sofsty Infarnation,by TM owed SBLA)for +ty * D PSF DATE 10/01/14 Allikh p.octices prior to perforninp these function: Installers shall provide Irachp per 11 f Unless rated oMeMse,tap ed rd shall have properly ahownfo structural lata ud bottaf ; ATE ...o PSF DRWG STRBRIBR1014 w. shall have a property attschetl rigid c.tb Locations shown for pernareM lateral restrain of • A shell have brocho Installed SCSI sections B3,H7 or B10,o.applkoMe. Apply pates to each f of truss and Ns tion as shown above and on the.Joint Details,unless noted atherNse. �� ^A' •� PSF ���NE Refer to drawings 160A-Z for standard pate positions. I R•• (/ [� O Alpine,a dvlsion of ITV&Acing Conponents Croup Inc shall not be reeporu.de for any deviation sr , A. ..4.OR\- 4�° F. LD. PSF AN NW OOMRWY this drawing,any failure to build the truss In confornonce with ANSI/TPI 1,or for hording,shipping, ,. r***.s*• • Installation L bracing of trusses. Alin A seal on tills drawing r cover Ustirg this drawing,Yndcates acceptance of professional 4* n G 13723 Riverport Drive fp�tw to Mdespn sh°dn TM aeerr per ora u.e°f Ws drnwMp OIUAt G DUR, FAC, 1.00 Suite 200 the Y�Designer per AIISI/TPI 1 Sect. p_...,� Maryland Heights.MO 63043 For Inf°r"'tlon see this Job's general not...p°ge and these web when 1 ���" SPACING API � Ipneltwcon,TPL.ww.tpeet.arg,SHCA,www be ustry.org,Ica ewwJcuMe.arg 110 278 1 I/15/2017 CLR Reinforcing veilber Substitution T-Reinforcerient This detail Is to be used when a Continuous Lateral Restraint (CLR) or' T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement; or reinforcement method is desired. L-Reinf. ,• Iti Apply to either side of web narrow face. ,� Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member Is , Notes a minimum 80% of web , member length. ,, This detail Is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcernent or L-reinforecement or scab reinforcement. N, X Ai Alternative reinforcement specified in chart below may be conservative, MN For minimum alternative reinforcement, re-run design with appropriate i \/ reinforcement type. /x\ T-/Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Secxb Reinforcement. Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. iiii Attach with 10d (0,128'x3,0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x400 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf. T-reinforcement, [-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design.010 Center scab on wide face of web. Apply (1) scab to each face of web, S FLI 4�j�,�0 IL I a. •6848 i • w1VAR1mJf7a READ AND FILLIP.,ALL NATES a INCLUDING DRAWING ` t I _ PSF REF CLR Subst, esIWERTANTew Fl1RNISH THIS DRAWING TO ALL CQLTRACTORS INCLUDING THE INSTALLERS. l • f /[ Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to * • i � C D PSF DATE 10/01/14 follow the latest edition of BCSI<Building Component Safety Information,by TPI and VILA/for ty II practices prior to porfcrminp these functions. Ins toners shall provide temporary bracing per B I. ♦ Unless noted otherwise,top chord shall hove properly attached structural sheathing and bolt hors • ATE PSF DRWG BRCLBSUB1014 si shell hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of bR1J ,417 ,F-DI] ' shall have bracing Installed per BCSI sections B3,B7 or BIO,as applicable. Apply plates to each + II O I\v' of truss and position as shown above and on the Joint Details,unless noted otherwise. ♦♦ ♦ . L PSF Refer to drawings 160A-Z for standard plate positions. %,' ♦ O ♦ �Z 1 Alpine, dlvlsir of ITV Banding Conpon.rt.Group Inc.shall not be responsible for any deviation ffi32. -A• a .QR1 ♦♦�r e, LA PSF AN mvmnnW.Nr this tlrnihp,ony fngure to bond the truss In confornnrtce 11th ANSI/TPI 1,or for hantlllnp,shpping, ? c ♦ �• V _ installationsn 6this bracing [or ruse. page listing this drawro,indicates acceptance of professional 'I ♦mow s• 13723 R.verport Drive engineering responsibility solely for the design shown The suitability and use of this dra.Yp SII! �/O At�,` , -DUR, FAC. Suite 200 for any structure Is the responsibility of the Bulling Designer per ANSI/TPI I Sect. !/ l"l -A Maryland Heights.MO 63043 For more information sr.this Job's general notes page and these web sites. !4lNlpgi Ntitilir SPACING ALPINE.www.alpineitw.coml TPIewww.tpinst.orgl SBCA.www.sbcindustry.orpl ICC...r.kcsofe.org '.(1 77S i1/15P017 System 42 Ply to Ply Connection Detail Using Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal, Max. Concentrated Load per Chart Below ii Max. Uniform Load per Chart Below IV ss Scree iadcatinn Refer to Alpine sealed drawing l l l l l l l1---... ...,...T. for individual truss design. 0 e e e s e o INb- so..�L',.,_i_Plii-. 10-0. . t."s Load Applied to This Ply 3 1/2' 3 1/2' Apply screws to top chord within 12' of the concentrated load location @ 4' o.c., min, Truss Member (Chord Shown) evenly distributing them to each side of the concentrated load, A maximum of 6 screws may be applied to the top chord for each3/4' concentrated load. 1 1/2' •allU\\UUU1\UUUUUUIUUUU EE lii For double topchords, evenlydistribute the m For single top chord, see chart below for screw screws over oth top chords, using same V `Ilg p spacing guidelines specified above, The max spacing. For double top chord the screw spacing number of top chord screws is 6 per chord Screw Position In the Truss may be doubled (but may not exceed 24' o.c, per member for a total maximum of 12 screws, chord). Screw spacing shall be offset by 1/2 the If the concentrated load connection requires Strong—Drive Screw o.c. spacing in each chord. more screws than 6 per top chord member and Screws need only apply to the extents of that load. the load Is located at a panel point where webs Intersect the top chord, the remainder of For chord sections supporting less than 100 plf apply required screws may be applied to those webs one screw at each top chord ,Joint location. below the concentrated load location evenly spaced @ 4' o.c., min, keeping the 3' min end distances. Each additional screw is worth 560 lb for DFL or SP webs and 400 lb for SPF webs. # of Maximum Concentrated Screws Load (lbs) (1.00 DF) General Notes! Top Chord Screw Maximum Uniform Load (plf) DFL&SP SPF 1. Screws centered along the 1.5' dimension of the 4x2 member, o.c. Spacing (inch) Along Top Chord (1.00 DF) 2. Minimum end distance of 3'. DFL&SP SPF 1 560 400 3. Screws Installed with head in loaded member. 4 1680 1200 2 1120 800 4. Gap between plies not to exceed 1/8'. 3 1680 1200 5. Screw location may be adjusted up to 1' to avoid conflict 6 1120 800 with other hardware or to avoid lumber defects. 8 840 600 4 2240 1600 6. Do not install screws In areas where lumber wane exceeds 1/4'. 10 672 480 5 2800 2000 7. Equal loads from both faces or loads that are evenly distributed to each ply do not require connection etail. 12 560 400 6 3360 2400 8. For 3x2 members use Simpson's SDS25412 or SD eq , 14 480 342 7 3920 2800 or equal, 16 420 300 8 4480 3200 9. Contact Alpine for special connections not detail. •• • ♦♦♦ 1P 18 373 266 9 5040 3600 O•••• 84••••♦' ! • 20 336 240 10 5600 4000 Q ' 11 6160 4400 ♦ 22 305 218 12 6720 4800 - 24 280 200 o. .�•848 • .....READ Mm FRLDV ALL MUTES ON MS DRAVDle IIIi sed TANinss FORMISN nos DRAWING TO ALL a:mut-rots ncumn+G 11€ c INSTALLERS. * * 3*, PSF REF SY42 Connection_ Trusses require extreme care In fabricating,handing,shipping,Installing and IrecYq Refer to follow the latest e,itwn of BCSI®hldig Component Safety Intornatkn,by TPI and SBCA)van oo e I D PSF DATE 10/01/14 practices prior to perfor,rng these faxtions. Installers shall provide bracing BC • !.,less noted otherwise.top chord shall have properly attached structural sheathingand batten A shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of : .4 PSF DRWG CNSY42PL1014 shell how brat Installed per I sections 13.B7 or III,as opplkable. Applyy plates to each f ♦ ♦• of truss and 0 shown above and on the Joint Detdls,,.,lees noted otlnerse. A�FI N[E- Refer to drae�iut-z far stonderd plat.positrons • O.� +�4 0R,�P,. PSF Alpine,a gavials.of ITV Balding Components Inc shall not be • AN MA/COMPANY this drawing,any failure to bald the truss h c�`a ornance with ANSIvTPtrei1,or for ° sin iy�sra♦'♦.r••R••��` { LD. PSF Installation I.bracing of trusses. A seal�Von this seeingy or cover page Bating this drawing,Irwcates acceptance of profesahorol //I'4914.2„/0 N. 014 13723 Riverport Drive el hsbnx:4re the ay fo''the ^shown The saltatAlty and use of this drawing I A� s,,ae200 any responstlgq of rrwaro Deslgrrr per A16I/1PI I s.zsMf�l 1(� DUR, FAC 1.00 Maryland Heights,MO 63043 For nor.Information see this Job's general notes pa ge and these web sites. ALPINE.wwwalpioeib.coni TPI.esw.tpinst.orgi SBCA.www.sbcIn try.orgm ICC.wereiccsofeorg un”R 11/15/2017 SPACING SY32/SY42 PLY TO PLY LSC C❑NNECTI❑N DETAIL FOR DOWNWARD LOADS ONLY Uniform Load Application Concentrated Load Application Installation Instructions: Load applied 1. Position and attach LSC to this ply Load applied to loaded ply with (3) 0.131'x1.5' Max. Load (lbs) to this ply nails into narrow face. (See Table) ,d02•jI % 2. Bend dip over adjacent ply �� �' and attach with (3) 0.131'x1.5' Nl nails into wide face. /014 ,06 /041IA '' *4•‘-=1 Pr, 4011006` Ill .1 *, :: ii .:.., 43-.' A „,,,I �41110 1i / ,,, I lik iiLSC42 for single 4x2 chords �,i,,/ ;;' LSC32 for single 3x2 chords %t008 Max. T.C. Uniform lk Load (plf) Clip Spacing Max Load Along (lbs) ���1 21 mo Top Chord ,i = SP DF SPF/HF SP DF SPF/HF LSC42-2 for stacked 4x2 chords 935 810 585 12' o.c. LSC32-2 for stacked 3x2 chords 625 540 390 18' o.c. 1870 1620 1170 470 405 295 24' o.c. 375 325 235 30' o.c. Note: tifi4y Install LSC adjacent, equidi ' se-f4a and not more than 6' on • . i ,••• ' •••••+•7e+ Maximum LSC spacing is 30' o,c, side of concentrated to. .4;`,) • -V • aS4.••. • • Refer to Alpine sealed drawin for/ 'n i.. - , •d,esi evAr•mNGN.READ AHD FELLOW ALL RITES ON THIS DRAV/rt i * _ .* REF SY42 Connection wDf TANTT MINIM THIS BRAVING TO ALL CONTRACTORS INCLUDING 13E INSTALLERS.aTALLERS. Trusses t r..xtr.n.carr In fabrlcatrp,hendlrg,shpp b IrtetallIn aM brora M o a DATE 10/01/14 follw the latess rotten of SCSI Ouedrp Carportent Safety Irrfornatbn,M TM and s�GU far rty • proctlen prl�td porter tom functw,te. I=ly at.tell proud. wr I 111.4. * +Q DRWG LSCSYX2A1014 lYdrss Hated othrrdse.top lard shall have prapeMy shorn d structnenl aMa and bo AT� shall have n properly attached rigid cVto. Locntlono shorn Par permanent ply plates tesitoYk of A 1L P A 1= shot have bracog Non sM per SCSI sections ti.37 or 1*U.as applicably. Appy plates to each .�4. I o I\VI of w.s and dtbn as soden Weds.and on a,..lwrt netwl.,u1es.ratty atl»r.w. (� (� • 441 R.f.r to ero 160A-Z for standard pint.poslSbns • /� Q •• 44.11:-.....4 lNdrr.n Inlslpr of m ConparrMs�rpy Inc..hal not b.r.sporteble for dwlatlon FI �� ••� pt .• , AN 1TWmMMMf RHs•-...4 any foUv.e to b, d to.truss h canfornanc.Otto ANSI/TPI L or for rarurp,shbpYtp, 'Y4r •• • Installation L bracrp of trusses. • ••L s•••• • �` A seal on RHs dro•rp or cover Usti, RHs drseY�p,edam..n¢ept nc.of draaldorel 13723 Riverport Drive �^•r•�'tiD y solNy far=d�+�qn Ot°rn The alt per °^d'o°f tlis 6'°rYrp ���jb� G Suite 200 for any structure V.*rrryorl�Ity or yr Mary Distorter per ANSI/TP1 1 Seca. 'rI �,0NA� V far nor.rwarnntwn ser tH.Job•s,.Herat notes /e rye Rite....b Ottes� linins N1 DU R. FAC. ALL Maryland Heights,MO 63043 ALPDE�malp►xltr conN WI.err,tprtet.orpN SHCM m.sbcYdustry.orpl IL mJccsnfearg --f "g I l/15/2017 t'SIf