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Revised Trusses Alpine, an ITW ,Company tIM117N,,4,4%, 2400 Lake Orange Drive suite 150 Orlando FL 32837 �`��: i�� Florida Engineering Certificate of Authorization Number:0 278 h V.•.•• •.0• Florida Certificate of Product Approval#FL 1999 v L.• �l; �. • Page I of 2 Document TD:I VTX6384ZO709093802 8 •� '111 a♦ • • a • a � 0, • Truss Fabricator: Ro-Mac Lumber & Supply, Inc. * �* Job Identification: 336338 Bernson Auld & White Construction -Public Safety Imodl (810 Sinol Truss Count: 134 'a,'� : • Model Code: Florida Building Code 5th Edition (2014) �•�0••• /C' Q• •�a�� '�, Truss Criteria: TPI-2007(STD) ,,''�i��•••;OR1O•••[��`�4 ,` Engineering Software: Alpine Software,Version 16.01. Structural Engineer of Record: The identity of the structural EOR did not exist as of ,� OMt1iWlWtt� Address: the seal date p e r section 611315-31 .003(5a) of t h e FAC This document has been electronically signed Minimum Design Loads: Roof 37.0 PSF @ 1 .25 Duration and sealed using a Digital Signature.Printed copies without an original signature must be Floor - N/A verified using the original electronic version. Wind 140 NPH ASCE 7-10 -Closed Notes: 09/09/2016 1. Determination as to the suitability of these truss components for the Douglas Fleming structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. As shown on attached drawings; the drawing number is preceded by: HCUSR6384 Details: BRCLBSUB-VAL16010-CNNAILSP-PB16010-14030EC1-GBLLETIN- # Ref Description Drawing# Date # Ref Description Drawing# Date # Ret Description Drawing# Date 1 23248-425 16252253 09/08/16 34 23281-49 16252289 09/08/16 67 23314-415 16252297 09/08/16 ' 2 23249-426 16252269 09/08/16 35 23282-481 16252299 09/08/16 68 23315--C3D 16252032 09/08/16 3 23250-427 16252273 09/08/16 36 23283-41 16252310 09/08/16 69 23316-42 16252322 09/08/16 4 23251-428 16252277 09/08/16 37 23284-42 16252314 09/08/16 70 23317--218 16252332 09/08/16 5 23252-429 16252367 09/08/16 38 23285-43 16252300 09/08/16 71 23318--1818 16252296 09/08/16 6 23253-430 16252274 09/08/16 39 23286--V4 16252298 09/08/16 72 23319-44 16252295 09/08/16 7 23254--T31 16252278 09/08/16 40 23287--V5 16252306 09/08/16 73 23320--C4A 16252338 09/08/16 8 23255--T32 16252255 09/08/16 41 23288--V6 16252301 09/08/16 74 23321-41 16252303 09/08/16 9 23256--T33 16252276 09/08/16 42 23289-4112 16252362 09/08/16 75 23322--C1D 16252335 09/08/16 10 23257-441 16252293 09/08/16 43 23290-4113 16252343 09/08/16 76 23323--T7 16252334 09/08/16 11 23258--T42 16252304 09/08/16 44 23291-484 16252337 09/08/16 77 23324--T13 16252308 09/08/16 12 23259-434 16252036 09/08/16 45 23292-485 16252361 09/08/16 78 23325--C7D 16252033 09/08/16 13 23260-436 16252282 09/08/16 46 23293-486 16252342 09/08/16 79 23326-410 16252319 09/08/16 14 23261--H110A 16252260 09/08/16 1 47 23294-4117 16252328 09/08/16 80 23327-416 16252309 09/08/16 15 23262-410C 16252312 09/08/16 48 23295-4118 16252359 09/08/16 81 23328-419 16252333 09/08/16 16 23263--J10 16252346 09/08/16 49 23296--VB9 16252340 09/08/16 82 23329--C4 16252347 09/08/16i 17 23264--J10A 16252024 09/08/16 50 23297--VB10 16252325 09/08/16 83 23330--T5 76252321 09/08/16 18 23265--C9 16252370 09/08/16 51 23298--VB11 16252358 09/08/76 84 23331--C44 16252345 09/08/16 19 23266--C9A 16252025 09/08/16 52 23299-41112 16252339 09/08/16 85 23332--C6A 16252311 09/08/16 20 23267--C9C 16252302 09/08/16 53 23300-41313 16252320 09/08/16 86 23333-48 16252318 09/08/16 21 23268--C7 16252026 09/08/16 54 23301-41114 16252357 09/08/16 87 23334--P2 16252364 09/08/16 22 23269--C7A 16252037 09/08/16 55 23302-440 16252029 09/08/16 88 23335--T14 16252313 09/08/16 23 23270--C7C 16252315 09/08/16 56 23303--J81A 16252351 09/08/16 89 23336-417 16252316 09/08/16 24 23271--CS 16252038 09/08/16 57 23304--P3 16252327 09/08/16 90 23337--K77 16252034 09/08/16 25 23272--05A 16252341 09/08/16 58 23305-421 16252331 09/08/16 91 23338--T20 16252323 09/08/16 26 23273--05C 16252305 09/08/16 59 23306--177 16252336 09/08/16 92 23339--T27A 16252344 09/08/16 27 23274--C3 16252027 09/08/16 60 23307--181 16252353 09/08/16 93 23340--V7GE 16252349 09/08/16 28 23275--C3A 16252350 09/08/16 61 23308-43 16252317 09/08/16 94 23341-410 16252352 09/08/16 29 23276--C3C 16252294 09/08/16 62 23309--C6 16252030 09/08/16 95 23342--Vll 16252354 09/08/16 30 23277--C1 16252028 09/08/16 163 23310--P1 16252324 09/08/16 96 23343-412 16252355 09/08/16 31 23278--C1A 16252360 09/08/16 1 64 23311-46 16252329 09/08/16 97 23344-413 16252356 09/08/16 32 23279--C1C 16252307 09/08/16 65 23312--050 16252031 09/08/16 98 23345-414 16252363 09/08/16 33 23280--V8 1625229123280 16252291 09/08/166 66 23313-49 16252326 09/08/16 99 23346-415 16252365 09/08/16 F-1 n F-1 r- Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837 ,`G�`� •�i�% Florida Engineering Certificate of Authorization Number:O 278 OV••.\r� �•.•• Florida Certificate of Product Approval#FL 1999 O •• V • • Page 2 of 2 Document ID:I VTX6384ZO709093802 • O. 648 Truss Fabricator: RO-Mac Lumber & Supply, Inc. Job Identification: 33633B--Bernson -Auld & White Construction -Public Safety Itmod$I•• Pllt (8I0 S� inoI Truss Count: 134 Model Code: 4 . • J Florida Building Code 5th Edition (2014) Truss Criteria: TPI-2007(STD) 'yip��`••'•(:OR,O'�•�� , Engineering Software: Alpine Software,Version 16.01. Structural Engineer of Record: T h e identity of the structural EOR did not exist as of Address: the seal date per section 611315.31 .003(5a) of the FAC This document has been electronically signed Minimum Design Loads: Roof 37.0 PSF @ 1 .25 Duration and sealed using a Digital Signature.Printed Floor - N/A copies without an original signature must be verified using the original electronic version. Wind 140 MPH ASCE 7-10 -Closed Notes: 09/09/2016 1. Determination as to the suitability of these truss components for the Douglas Fleming structure is the responsibility of the building designer/engineer Of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 24M Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. As shown on attached drawings; the drawing number is preceded by: HCUSR6384 Details: BRCLBSUB-VAL16010-CNNAILSP-PB16010-14030EC1-GBLLETIN- # Ref Description Drawing# Date t Ref Description Or awing# Date 100 23347-416 16252366 09/08/16 133 23380--T44 16252279 09/08/16 101 23348--222 16252330 09/08/16 134 23381--14188 16252035 09/08/16 102 23349-411 16252271 09/08/16 103 23350-429 16252254 09/08/16 104 23351-420 16252256 09/08/16 105 23352--V26 16252257 09/08/16 106 23353--V40 16252286 09/08/16 107 23354--V23 16252258 09/08/16 108 23355--V37 16252283 09/08/16 109 23356--V34 16252348 09/08/16 110 23357--V31 16252259 09/08/16 111 23358--V28 16252261 09/08/16 112 23359--V42 16252288 09/08/16 113 23360--V25 16252262 09/08/16 114 23361-439 16252285 09/08/16 115 23362--V22 16252263 09/08/16 116 23363--V36 16252368 09/08/16 117 23364--V33 16252369 09/08/16 118 23365-430 16252264 09/08/16 119 23366--V27 16252265 09/08/16 120 23367--V41 16252287 09/08/16 121 23368--V24 16252266 09/08/16 122 23369--V38 16252284 09/08/16 123 23370-421 16252267 09/08/16 124 23371--V35 16252252 09/08/16 125 23372--V32 16252268 09/08/16 '126 23373-443 16252281 09/08/16 127 23374-412 16252270 09/08/16 128 23375--P6 16252292 09/08/16 129 23376--P7 16252290 09/08/16 130 23377--T12A 16252272 09/08/16 131 23378-423 16252275 09/08/16 132 23379--PB 16252280 09/08/16 F-1 n nF_ Alpine, an ITW Company G�pS Fac 2400 Lake Orange Drive suite 150 Orlando FL 32837 ,` 9 Page I of 1 Document iD:1 VTX6384Z0709093802 OOV♦♦♦�,'�� ♦�/� Truss Fabricator: Ro-Mac Lumber & Supply, Inc. 0. IL i Job Identification: 336336--Bernson -Auld & White Construction -Public Safety emodtl 850 eminol 30,S inol Truss Count: 2 Model Code: Florida Building Code 5th Edition (2014) a ,ems♦ Truss Criteria: TPI-2007(STD) ff Q. •L, Engineering Software: Alpine Software,Version 16.01 . y��ry�O�♦e♦♦��OR`Q•♦�♦•`�V Structural Engineer of Record: i� ��'•ae..ee�''a� Address: ��k► �+/ONAli- Minimum Design Loads: Roof 37.0 PSF @ 1 .25 Duration urHg�gN<a Floor N/A This document has been electronically signed and sealed using a Digital Signature.Printed Wind 140 NPH ASCE 7-10 -Closed cop ies without an original signature must be Notes: verified using the original electronic version. 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engi"9/2016 record, as defined in ANSI/TPI 1 Douglas Fleming 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR6384 Revised Trusses # Ref Description Drawing# Date 1 23315--C3D 16252032 09/08/16 2 23337--K77 16252034 09/08/16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T25 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP M2 :T1 2x6 SP #2: BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. 4X5(R) III 3X4 s 7 X 6 5X7 o (a) i (a) (a) 10-6-10 5 (a) 2X4 III 3X4 = 4X7 — 2X4 III 3X4(Al) 3X5 - 3X5 = 4-0-0---J Iee-_2-9-8y L 27-4-0 I_3-3-0 I 30-7-0 Over 2 Supports J R=1277 U=918 W=8" $3we.. ' 5.5„ RL=659/-132 V ••• • Design Crit : FBC2014Com/TPI -2007(STD) ��•� •4 • PLT TYP, Wave FT/RT=20%(0%)/10(0) 16.11 .O1y.04 1 TY. F /-/4/-/-/R/- Scale =. 1875"/Ft . "WARNING!" READ AND FOLLOW lnL NOTES ON THIS DRAWING! • • TC L 20.0 PSF REF R6384- 23248 IAtpOH1ANT" FURNISH THIS DRAWING TO All CONTRACTORS INCLUDING. THE INSTALLERS. a • • • • Trusses require e.treme core in ngCmap—rit Safety ng, shopping, Installing and brec!ng. Re ler to and I I . DATE 09/08/16 the let est eellian al BLSI IBu!Idlnq Component Safety Inlo,mell... by .Pl end WICAI for solely practices L Fit 7 D P S f to pe rlorm!ng to%%'" se run[1!ons. la tellers shell provi tle Temporary breting per SCSI. Unless noted alherwi ' fC TOP [Dore shell neve properly al te[hed structural sheelhing enol b.1%.chord shell beve a properly eltec he A rigie [ailing Loceli.ns shown for permanent lateral restrelnt of webs shell have Drecinq installed per B IO ; ATE% • DL 1D PSF DRW HCUSR6384 16252253 >7 sections BI et or Bto es eppl l[able Apply plates to each lace of buss end posit' e n wn above -_— - ALM Tne l.,m Data 1. ante. .alae aTherwi.e Reler to arewinga TBOA-y for .teneere pleT p t en: end �i�0�4 �LOR` P.�� 0.0 PSF HC-ENG SSB/DF Alptne. a eirl.Ion or nw Balldlnq component: Groep Inc. .hell ",III, re.pons ble to y e ie,i.n from to ay �• O:• ILL it nq. any Inilura Tn belle Ina vas In [onformen[e wnn ANs v rP1. or for handl ng, su Aping, ti, ••• ��• —- _ - --- _ ------ ----- AN ITW COMPANY in.lell.tien . b,.ciaq at --esVA ••.•• Ve TOT. ILD. 37.0 PSF SE N- 754258 A ...I .n ANL er.•In•.r a.y.r �.•. n.0 no tAle Ire.InO IDeII:.E.. .1:.•RE.D11 .f pr.r..0.n I .nyln..rINI yip 0 nq.n+IDlllry +el.ly ter tN. p+l yn .Newt. TA. Sul u0lllty ane uu of EI1I.er.wlnq /.r .ny .tractor• la IN, �� 4 24191 Lake Ormige Cr..Suite I SO -Fa...lDlllly el FIT. •.1141:•D-IFF... Is.r ANSI/TPI T S-2. "^�fl1y�� , DUR. FAC. 1 .25_ Orland.,FL 72937 For more inf,,m.[,,n see Ih,, lob s general notes page and these web silee FL COA Nf1279 AIPINE .lp-eita,t . TPI. www.Ipin.t.erg. WTCA: sbclndatry [ ]CL: arms ic[e.fa erg SPACING 24.0" J REF- 1 V T X 6 3 8 4 Z O 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T26 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. 4X5(78) III 3X4 s 7 X 6 5X6 (a) (a) (a) a) 10-6-10 5 6X8 io (a) EEI �8-9-8 1 3X4 III 4X5 = 3X4 = 3X8 _ 2X4 III 3X4(A1) = 3X5 = 3X5 L- 4-0-0— 1 3-8-0—>J L<2-9-8::J I� 27-4-0 _I 3-3-0 1 30-7-0 Over 2 Supports J �e1pII1gN�qe R=1485 U=838 W=8" Op W-55., RL=486/-132 �```` �j�► /� ��4 Design Crit : FBC2014Com/TPp/I -2007(STD) ' V `SF •. PLT TYP. Wave FT/RT=20/Dp�(O%)/10(0) 16 1 . .04 '3. 1 QT :4 I /4/ I /R/- Scale =. 1875"/Ft . "WARNING!•' READ NND 1.1.1.ALL NDIES DN TRIS 111111111 • • REF R6384- 23249 "IAes0N1ANi" URN It TNIS DRAWING TO ALL CONTRACTORS INCIUDING INE INSTALL:RS. : O• T ILL 2 D.D P S F Tra.ae. ragalra at,�ma taro in labrlcetinq. nantllInc. sblpping. Installlnq ane bracing. Baler la ann n w .*. * D L 7.0 P S F DATE 09/08/16 the Ia1es1 ealtlan al SCSI IBafldlnq Component Snlety Inlormetlon. by IPI end WTCA) for safety practices • pert q n se /unctions. Installers shell pr ovltle lempor cry br ac inq par BCS'. Unless tee other • e _ t p nc e n 11 neve properly attacnpe structural ralrestr ane of tom chore shell b p p aly eller d • TE • D L 1 D.D P S F -qe t 'r q. Lotetlons shown for permanent lateral restraint of weer mall nava b a -nq n tattoo pars ♦ • DRW HCLJSR6384 16252269 Q �� N FE .lino BIt 01 er 810. es appliceole. Apply plates to each lace of buss ena pos-1 a hown above • •. to lalnt oe,.If, galeas hated atherwiae. Rafar tq arewinge 'BOA a rbr .tanaere pI t p Inn a w P e L L 0 0 P S F H C-ENG SSB/DF Alpine: a elvl slap of Irw B"i:,1 in Components Group Inc. shall not be ro'piorinentll' y de ietion from t •• �l `O P'•� �` , a inq. en/ le,lure Iq no the buss in ran/ormance with AN 51/TPI 1 nq. sh ppinp. ^ �� `ORO R l� - ANITwCOMPANV nnellalian A br,,i,q of t...se,. �4 •••e••�•`•••♦• TOT. LD. 37.0 PSF SEQN- 754153 A seal an Isla dr Al •r .e.. . I.....B IN Is e..Wlnoo Ina' I% eenyyune• e1 prehselanal enelneerine k p -- — -- - - -- rap•n.lNlllt) .alar ler IN•ee.len .Nevi. IN! ..Iteelllt,ane u.•of thl. erawlnN for •nr .tractor• I. th X14 24ML.akeOrangeM.,Suiulul r•.pea.lellnr el tn.Bennne B Lena pa Anvyrw T sen.:. IN S/ONAI �,�' DUB.FAC. 1 .25 - -- - - OsrlDd,D.FL 127817 lar more l on lee this Job-s gen enarel Intel pace d these web filet •Nip pll r1 coA«!12,78 ALPINE alp neltnw t Tel, www til—I orq: WTCA wwa, sbclndustry c ICC www CT-fe arc S PAC I NG 24,0" 1 R E F 1 V T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T27 I Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on UNFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1.50. 3 X 4 4X4 = 5 5X5 5 X 5 (a) (a) 5 r (a) 10-6 10 7X6(R) a) - -– — 8-9-8 3X4(A1 ) — 3X5 = 3X4 - 3X4 = 3X4 = 2XX 4 III — 2X4 III 3X8 �I 3-8-0J L<2-9-8>J 27-4-0 13-3-0 fE 30-7-0 Over 2 Supports J R=1259 U=607 W=8" R=11 �Apy�g RL=381/-90 Design Crit : FBC2014Com/TPI -2007(STD) Q 'gV `SF•�•. PLT TYP, Wave FT/RT=20%(O%)/10(0) 16 1 . 04'Y3. 1 QT i2 I /4/ / /R/- Scale =. 1875"/Ft . ••MMNN1Nc!•• REND 11111),110110111F ALL NOT[5 DN 1X15 DRNtING . ' REF_ R6384- 23250 "INpOR1NNf" FURNISH THIS DRAW NG 10 ALL CONTRACTORS INCLUDING THE INSTAL LERS t70. : T L L 20.O PSFtrsses I9tremecera to fshricetin handlin shl In, installin end bred^ Refer t¢ Aeg. R PP g g * * DL 7.0 PSF DATE 09/08/16 Ina 11111: eeltlon or er.sl (Building component safety information. by rpt and w1c Al Ior ale ty prAttites • la perlo ;ng mese nmrtlons. Ins callers ,nail proalee temporary bracing per acsl. une,s noted of nes - • _ lop d",hell peva properly attached slruclti sheathing end bot loon mora shell have a properly Allet``a • ATE DL 10.0 PSF DRW HCUSR6384 16252273 r;g;it te;Iing. locations mown lar permanent letarel rastrelnt of webs snail he ve brat;np ;nstellea par�[S • s.cL'an, B3 Bl ar 810 as eppllcehle. Apply plet¢s to each lace AI truss Ana posit s h wn above e a • j O ,n 3 ;nt Dele!I: unless ..,Ad otherwise. Refer to drawings I60A t for standard plate positions .,e , a L L 0.0 P S F H C E N G S S B/D F d pN � Alpine A dlatslon n1 nw 1"llaln, components troop Int. snail not be respons'bla r y ae iAt'on /ram t ••• F� ` Q`•• • e ag any fall. to agile the Cres: ,n ton1A,monce w th ANSvrPI t. or ror henel'ng. sn'PPi^9 �� • O R AN IT'W COMPANY ;ail ellatiea A bret;ng ai tras,A,. %F �(` sof.. �•,•�• TOT. LD. 37.0 PSF SEQN- 754154 N e•u sn tnl. n•sing.. gs.•r p•/• IULIN/ uu ar•wl•o. 1aaluuA •da. use•of prer...len.1 .nglNurleg --- – i r.•o.ee n n n y •.Lly ref sis •.algn ANewn. rn. seLE.ellfty .na ...er ERI. dressing car .ny .Erecta.. u u �iy D U R. FAC. 1 .25 24!81 Lake Change Dr..Suite 1541 responsibility or the e•naing Designer per ANSIATPI 1 11-2. �I ONA� CMand.,FL 12817 Far more ,nrorma,ion sae this lob', general notes page and mese web site,. grHM1NWO/M F1.COAL Nn278 At PINE www.11p,nAitw.cam rPl www.tpieyt.oro. wlcA sbciaa^st,y toon ICC wars, ccssfe org SPACING 24.0" JREF- 1VTX6384ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T28 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on NUFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. 5X5 5 5X5 a a)V(a s-)o-3 6 X 8 a) )-a III 4X4 = — 2X4 3X4(A1) 2X4 III — 3-8-0� 2-9-8� I, 20-0-0 _I 10-7-0 fE 30-7-0 Over 2 Supports _l �+ p�� R=1270 U=640 W=6" `��►e7 F��yea R=1109 U=491 W=5.5" RL=343/-48 Note: All Plates Are 3X4 Except As Shown. Q�0011 • fS�;•./� Design Crit : FBC2014Com/TPI -2007(STD) a • PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04 3. 1 T !1 /-/4/-/-/R/- Scale =.25"/Ft . "WARNINGI" READ AND EOLLON ALL NOTES ON THIS ORAWINGI • 7ATE T L L 20.0 P S F R E F R6384- 23251 IWORTANT" ruRNISH THIS DRAWING i0 ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require eat tame care in Isbricating, nandling, snipping, Installing ane bracing. Reser to ane I • - - - ,a. Intent eeftlnn .I BC IB.n eine ctmtpnnent suety Inlorm.0 on, ey rPl ane wrcAl lar .aaty practices ri C D L 7.0 PSF DATE D9/ 8/16 t. p.r/.rmi.q the. lf.acti.ns. Installers shell prorlea Temporary brecing per Bcsl. unless nota other e1op cn..e sou I ne re poperlttohe lvac wrnl lneetni ng ane bottom chord shall here a properly a Taco •r�gieIeIIaIT :cati.ns sn.wn lar parmaal ....intof webs shall nate bracingaea HCUSR6384 16252277 NIF� t' ns 83. B1 or 810 as eppllleb.. Apply plates to Inch lace of trues and pos t h n above and • _ unless oared otherwise Reser to drawings I6DA Z for slellee re pl t p 'Pons. •� In. I int D11,111 FL Off•• d �� Alp na . efrlei.n or ITw B.nding components Gro.p Inc 11,11 not be relpons eIe i y d int In /tom t1 �� ••• HC-ENG NSSB/DF LL 0 0 PSF H G d wt nq any It lure To Tolle The truss Tn conl.rmence with ANSI/TPI 1, or for henel ng. sh'pping. ..60 O R` .• _--- -- --- -_-- _ _— AN ITW COMPANY intra la .n a bracing ar trlel.l. v � ••...ah...•' �\ TOT. LD. 37.0 PSF SEAN- 754155 'Cl e/ pruenlenel .npin..rin0 yi Ss N're lnawn. rn. 1Nluel Its.n1 e.. er Lhl.ere•Inq ler env 1v.11.r. I1 to y �QNA�-� �+b� DUR.FAC. 1 .25 241X1 Lake Orate R..Sidle l SO respond s II ltd Is If the e.11eing Designer'""' ANSInPI r s.c.2. Iy�,-� ()rlando.FL 12817 For more irf-and—, see this lob a general T a es p.g. and these web eTt "'711�ep�+aNwu� " - FL COA#0 279 AIPINE a p,,,,tw core rPI: Www.1plast.orcl wTCA. .sbcineustry.c ICC. www.Iccsafe.org SPACING 24.01REF1UTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T29 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 :T1 2x6 SP #2: BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MIVFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1.50. 5X5 5 r 5X5 s (a) (a) (a) 8-0-3 6X8 y (a) — Q --- 9 *8-9-8 4X4 - 2X4 III M(All) 3-8-0� Ler— 2-9-8�-J 18-0-0 _I, 12-7-0 _I LIE 30-7-0 Over 2 Supports R=1269 U=876 W=8" F _Ap�h R=1112 U=668 W=5.5" RL=465/-45 V� /� �� Note: All Plates Are 3X4 Except As Shown. OO•.•'` • •S�;•.;r Design Crit : FBC2014Com/TPI -2007(STD) vV' • PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 .04.04 .1 QT +1 /-/4/-/-/R/- Scale =.25"/Ft . '*WARNING!SH" READ AND FOLLDW AALLL NOTES ON THIS DRAWINGI T L L 20,0 P S F ..'WORTANT'- FURNITHIS DRAWING TO L CONTRACTORS INCLUOING THE INSTALLERS. • R E F R6384- 2 3 2 5 2 _ Irussas requlra ..trema care in fabricating. N.nallnq, snipping. Installing entl bracing. Ralar to ane I • '* * D L 7 D P S F the let est sell fon of Bcsl Igufleing component Sa sty In/ormeu on. by IPI ane WTCA) /or .story practices ri • DATE 09/08/16 to per/ormi nq mese luno ions. Installers Snell prod ee tamporery bracing per SCSI. Unless netetl other e / top [Har. shell neve prop arly attecnetl structural snealning entl bottom chore shall nave a properly .11a[h • ` rigie .ainnq. .orations mown lilt permanent lateral reavelot of web, hall nave bracing installed per "6S ; ATE DL 10.0 PSF DRW HCUSR6384 16252367 tectlem R3, R) .rapplicable. Apply plates to each lets of truss ane position es shown .bora ane'3 4, • he Filial oetafls. anis.. ".tae otherwise. Rater In stewing. T"oA-2 rill sunit.,a plate it lana • �• L L 0.0 P S F HC-ENG S S 8/D F Q �� Alpine. a eirisi art of ITW Builelnq Components Group Inc. Snell hill be Iesponsible for any eeviagion from th �o�•.•��ON\to .g, ernwing, enr lei lure to builtl the truss in tonformen r.e with AN 51/TPI 1, or lilt hentlling. shippi n.. ♦ . ` - - ANITWCOMPANV inalell.Iien A br.rinq of Irma... � �' '`....�...• TOT.LD. 37.0 PSF SEQN- 754156 A e..I ." Lnia a..I",.I a...r pax, Hell", I,Ie ela.I•o I....bb•e.e..�u"a. •I pleT.eue"U a",IIVIIN, 'yi SS III a.e.I•Ie Tar tb•••esig enaw. Tn. a"n.el iry ."a.e..l L le er..l", IaI ."y err"eLnr. Is Ln ,��I� NAL DU R.FAC. 1 .25 211X!Like Orange Er.,Suite 191 •+n"+len ny a tn•e.I uing D.+1 xn•r par ANSI/TPI T s.c.2. Orlando.FL 72837 For more ,riformetson see this job-a generoi notes page and these web sites: FL COA#H 279 ALPINEanne.tilpinilits,.eom: TPI: www.tpinsl.org: WTCA: www.sbeineustry.eom; ICC: www.ieesefa.ofq S P A C I NG 24.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T30 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on NAANFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 5X5 : 5X5 5 � (a) (a) 7X6(R) 7-21 3 8-9-8 3X4(A1) 2X4 III 3X5 = 2X4 III — 3-8-0--J L- 2-9-8--J L 16-0-0 _I, 14-7-0 J fE 30-7-0 Over 2 Supports J R=1269 U=672 W=8" •e q R=1112 U=474 W=5.5" RL=286/-41 J�,••, . ,••• f Note: All Plates Are 3X4 Except As Shown. 0•.•'� S�;•.;r Design Crit : FBC2014Com/TPI -2007(STD) a V • PLT TYP, Wave FT/RT=20%(O%)/10(0) 16 1 .0©.04 `3. 1 QT r1 /-/4/-/-/R/- Scale =.25"/Ft . ••wAflNINc!•• HEAD AND rOLIANAEL NOTES ON THIS DN&wINGI T LL 20.0 PSF REF 86384- 23253 "IMPORTANT" FURNISH IRIS DRAWING r0 ALI CONTRACTORS INC:UOING THE INSTALLERS. Trusses require aatr�m� cera in Iebriceling. heneling. snipping. installing and bracinor g. Refer to And • '* *C D L 7 D P$F DATE 09/08/16 Ina '.Ie'I aen Inn nr Resl tealleinp component safety Infnrmat'nn. by rPI ena wrcAl in s°rely pram'..: ri • Ia perinrming (nese fund ions. Installers she provltle lempor a r brering per PCS:. Unless noted other e lop t.... Snell neve properly attached slruclural 'heel or no and bottom chord shell have a properly sitechyl rigie ceiling. Locations Shawn tar permanent later.' restreinl of webs 'hell have bracing Installed per fim �A , ATE �8 DL 0.0 PSF DR HCUSR6384 16252274 �a sectio n3 RT ar 810. as Applicable. Apply plates to each lace of truss end pos-t- now o-e and � --- --- ---- a in. yo' t D 1 Is .n less notes otherwise Rarer to erewings 160A Z rnr 'taneartl pI t p 110 e• �C ,0�•e+ L L _ _ 0.0 P S F HC-ENG $S B/D F - AIpIn a Sion of ITIN Rnllding Compon s Group Inc. shell not be raspons'bIa / y dev t' n from lh •• • ant rlrewin i (lure Ia Ouiltl the truss in conformance with AN 51/TPI 1. or for handl' AN IT'W COMPANY in'IeI"et n� A hrecing of trns'e' ng sh pp' g y., ••..,...•••••�� TOT. LD. 37.0 PSF SEAN- 754157 A uel en this grering er esr.r page IIsting this ereWlno Inelen es .ell tense el proleulhnel mpinurinp // --- - - -- ---- - -- - yy ,ay nspenslellltr ss Lir ler tn. ell lgn shone. 7h• sultabi It, ane use or t11u er.wlnp rnr ear structure Is toy/O�A`� DUR FAT. -- 1 .25 2400 Lake Orange or..Suite 150 responsibility er ln.nulleing D.signer per ANSI/TPI t sec.z. �/ A --- _--. Orlando.FL 32837 For more inrnrm.t i.. sae this lob a general note' page and lh-A wan Silas: 'Ift"0109W� FL COA AO 278 AIPINE www slpinertw.c : TPI www.tia-1 org: WTCA www sla—d-try co, ICC www r—fe.org $PAC I NG 24.0 P RE F- 1 VTX6384ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T31 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. (1) 2x4x12-6-0 x SP #2 Top chord scab centered 24-4-0 from left end. Attach to one face of chord with (2) rows of 0.128"x3", min. nails @ MFRS loads based on trusses located at least 7.50 ft. 6" O.C. , staggered 3". from roof edge. 3X4(R) 5X5 = 6X6 5 r 3X5 (a) (a) 4X5(R) \\\ 6-4-3 Ell ul �8-9-8 2X4 III 3X4(All 4W--3-8-0----J 2-9-8� I. 14-0-0 _I, 16-7-0 _I �F 30-7-0 Over 2 Supports — J R=1277 U=692 W=8" w/001�n R=1105 U=427 W=5.5" RL=257/-38 �J�'►.7 !'�` y Note: All Plates Are 3X4 Except As Shown. OJ••�• • •C••••�� Design Crit : FBC2014Com/TPI -2007(STD) $u • PLT TYP. Wave FT/RT=20%(0%)/10(0) 161 . 041`3. 1 QT 1 1 /-/4/-/ /R/- Scale =.25"/Ft . "w11flNINGISH READ AND FOLLOW ALL NOTES ON THIS DRAWING! _ • �. • T L L 20.0 PSF "IApOflTANI" FURNISH THIS BRAD FO TO ALL CONTRACTORS T INCLUDING TXL INSTALLERS. • • REF R6384- 23254 • _ Trusses require ea rem' Ce re in le"rice.'ing, nandling, snipping. Inslallfng end ""sting. Re/er to ena p * * D L ] 0 P S F DATE 09/08/16 Ina latest edl.'f.n o/ SCSI IBuiltiing Compo ant Salety Inlormellon. by TPI end WrtAl for se lacy pl.,ticef • n par/arming .'hese functions. Instal Far rsnshell provide temperery bracing per BCSI. Unless noted other Itr • - top ,nerd shun neve properly eneched structural sheathing end bottom chord shell here a properly at.'ec111III��dddddd e • DL 10.0 PSF DRW RCUSR6384 16252278 "Told caillnp. Leceti... sewn for permanent lateral ree.'relnt o/webs Shell here bracing Installed per • �� seclians 5B, BT or BTO. es app,lceble. Apply plates to each face of truss end position as shown shore an ;. ATE41, a the joint Betafls, soles: neteti otharwiee. Refer t. drawings ISVI Idr sundord p,.te positions. w • L L 0.0 P S F HC-ENG SSB/DF Alpine. a division of IEW Building Components Group Inc. shell not ha responsible for any deviation It.. t ^•• / `4 T'•1 r♦ drewlnq, any /allure to build Ina truss in conformance with ANSI/tPl 1, or lqr nendl ing. snipping. o^ •. i O R • ` AN ITW COMPANY Tosca.a,nn a bre,inq rt trusses. '•.•••vas. • TOT. LD. 37.0 PSF SEQN- 754262 A uel M tnU pr slop er ore/ peke Iletin. this dn.l. Indica Us acts u.ee el tire.,..prat Halenel en.InnN.p �Qdj� Ts -- — - - r.ep..s,elnty ..Lly r.r Ln.a»alp. engem. Tne aaluel4iLy anti a.. e/ Lfil. ror any aLra,tare le Ln �i S�QA'/� DUR.FAC. 1 .25 2400 Lake Orange o Dr.,Suite 1511 rp'.s f b l II t al IN. ..nn..B..IyNer per ANSI/TPI I S-2. �I At... orlandn.FT. 32817 For mora information see this lab s general notes page and Ines,web sites '�r""'u'puuti�' SPACING 24.0" JREF- 1VTX6384Z07 FT-COA#027x ALPINE: .rw.alpineit—om: TPI. w,w.tpinst.org: WTCA .sbcindustry.c . TCC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A, DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T32 I Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean IT t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP k2 :T1 2x6 SP #2: BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "13113" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1.50. 4X5 - 5X5 5 r 5X6 (a) 5-6-3 / -- — — — +8-9-8 2X4 III 2X4 III 3X5(Al) �e L<— 2-9-8--J L 12-0-0 18-7-0 _I 30-7-0 Over 2 Supports J �RaEnpppr� R=1091 U=708 W=8" w@ FI ,�� R=1269 U=689 W=5.5" RL=333/-34 •77 L�` ry�� Note: All Plates Are 3X4 Except As Shown. � .••' S ••w• 6 Design Crit : FBC2014Corn/TPI -2OO7(STD) a • F • PLT TYP, Wave FT/RT=20%(O%)/10(0) 16 1 . .04,13.1QT 1 L/-/4/-/-/R/- Scale =.25"/Ft . "WARNING!" READ AND IDLIUNALL ND,ES ON THIS DRAWINGI = • O. 6 T LL 20.0 PSF REF R6384- 23255 _ "IAVDRTANi" rURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ad ,r.,,., r.gelr. .a rem. e.ra 1n fabricating, handling. shipping. Installing and br.eing. Ra.r to ane w . * * D L 7.0 P S F DATE 09/08/16 the lel est Bell ton .I 0CSI (Rullding Component Safety Information, by TPI and WTCA) /or set ely practices la parlorming Ihasa luncl Ions. In,taller, shell prorlee lemporefy brecing par tlt51. Doles, noted .1ner e It e tap cher. shall neve properly ettechee structural ahea TIT end bol tom chor1 shell have a properly at teclCe yU caning. Lace eons snows Iqr permanent lateral rastru nt of webs ,nen n.va Bracing Inslsllea per¢s ;AT • DL 10.0 PSF DRW HCUSR6384 16252255 seer Ions B1) h7 er RSD. es noted other Apply late t. ifig lace of tors, and rd lionot. ., inion .bore e . Q the lint Del.11s. unless no". elnerwise. peter to erewi nos face tforruss standard plate position,. ,r '� F Q• 0 LL 0.0 PSF HC-ENG SSB/DF Alpine. a Blot,+en eI ITW BeilelnIT Gempenent, crerp Ise. ,hall net be r.,pI_ h!e Ter any eeri.uen Tram t ,• `to •• Brewing. any Fail. to erne Inn vrss in cgnrgrmanee won AnslrrPl t, or rnr none n ng. :nipping, ry ♦ • _- ANITWCOMPANY insl.Iletlen a brnrinq er Irr„e,. r��'cF�' ••..,,R.ea*** _'`�� TOT.LD. 37.0 PSF SEAN- 754159 A rel sn this Inwinl er corer pot IUting this drawln� Indlee/ea getayE.nu of pref.nlenal anglnearing �'rlj� l7 N -. – _ nq.nslblllty solely ler tM bsipn strewn. Th. Tut Is Ity antl use of t U dr.wing /or any structure U lh N E,� /�1 241Al Lake OrAnxe Ek.,Suite l til asp...ibuny el the I.IIU.1 D.signar par ANSI nPI 1 Sac.Z. �Ij /OrvA{�. �� DUR.FAC, 1 .25 (hItclo.rL 32937 Far more information sea this lob s general notes page and these web sit.,: %Atrl.;1RIWu{p� SPACING 2 4.0” J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA#0 27A AIPINE alpinellw.cem: TPI: won.lpinst.erg:WTCA: waw.sbeindustry.com; ICC: ween.il—f org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T33 ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x4 SP M2 :T1 2x6 SP N2: Nail Schedule:0.128"x3", min, nails Bot chord 2x6 SP M2 Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP N3 Bot Chord: 1 Row @ 9.25" o.c. Webs : 1 Row @ 4" o.c, Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equalspacing between rows and stagger nails Special loads in each row to avoid splitting. - --(Lumber Dur.Fac.=1 .25 / Plate Our.Fac.=1 .25) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- From 55 plf at -1.00 to 55 plf at 10.00 within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC TC- From 55 plf at 10.00 to 55 plf at 23.72 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 TC- From 55 If at 23.72 to 55 plf at 30.58 BC- From4 plf at -1 .00 to 4 plf at 0.00 Wind loads and reactions based on IVIWFRS. BC- From 20 plf at 0.00 to 20 plf at 12.00 BC- From 20 plf at 12.00 to 20 plf at 22.00 Right end vertical not exposed to wind pressure. BC- From 20 plf at 22.00 to 20 plf at 30.58 BC• 1528.05 Ib Conc. Load at 10.03 Right cantilever is exposed to wind BC- 323.36 Ib Conc. Load at 12.06,14.06,16.06,18.06 20.06,22.06,24.06,26.06,28.06,30.06 N1 hip supports 10-0-0 jacks to BC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X6 = 3X5 = 5X7 = 3X4 = 2X4 � 5 r- 4-8-3 4 IT] E13 3 8-9-8 i 4X6 5X5 = 3X5 = 4X5 = 4X4(R)�III 4X6 III 4X5(A1) - 4X4(R) III 2-9-8J 10-0-0 J. 20-7-0 _I fE 30-7-0 Over 2 Supports R=2835 U=908 W=8" . A S FI . oia R=4287 U=1346 W=5.5" QO 01.0•,• • •dam•••%I Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 16.1 .0$ 04,W_. 1TY:•1 /-/4/-/-/R/- Scale =.25"/Ft . •'WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! as TOL L 20.0 PSF REF 16384- 23256 "[WOR1ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ : 4 Trusses require eat roma cera fn letriceting, handling. shfpping. Installing end bracing. R.I.1 t. entl 1 . DATE 09/08/16 Ina lu en aeitfen of N[5I ID.Ileing Component 5e/et. Inrorme LJ an, by TPI entl WTCA) for sale[. prat U cos : I L 7.0 P S F Ia perlerming Ines. .....lens. Installers Snell provide tempo.•.. ....... per B " Unless holed otnerw, e sop [nerd Iball neve proper 1. eller bed sI... .,at sheathing end bottom chord shall neve a properly e1-7 p nRie ceinng. Lotlu.ns shown l.r permanent lateral rest..... of wens soul have tracing Instal lee per ' A . ATE 1 IDL 10.0 PSF DRW HCUSR6384 16252276 giactions DI, n) or 170, es applicable. Apply ple.es to sato face of truss and position as shown above end • hi ne Joint Delaua. .n L:, not.e otne.wi.e. Refer to drawings 160A.I for standard plate positions. •• 'Otle••e• L L 0.0 P S F HC-ENG SSB/D F Alpine. . efrf a on el ITw R.ilu ng cemp....ls Group Inc. sou t not be re:possible for any a.ri.0 o. fr.m In fy ©� •.• l O R • drewinq. any leilu" Le Dui ld Lne L'. r. in t.nlormante with ANSI/Tpl .. or for handling. shipping. •� •• \ AN IrW COMPANY iarelie�ie. Itnre.i.g of .r„ee.e. /.yF '•••�■••' TOT LID. 37.0 PSF SEAN- 754247 A an tole erawlnp ar carer papa Ilu lop Ihla erawlnO Inelett.s :11, If of pre/.aslenel .npin..ring //// - --r.:;:.,.lnlllly fu a /sr tn• tael9n strewn. Tha fultanl fly and uta of l le erawlnp far any atructura Is to a// 24110 Lake Orange DF..suite 150 respanelnllity.F ua Building uing D.algn.r p.r ANSI/TPI , :a.:. SIO NA�- DUR.FAC. 1 .25 _. '+/+AnrrwuLu�a TkIa0110,R. 32137 For morenf.rmat- .Ae thi.b s general note page and [nese w.b ,ire.: " F7-COAARb1 ALPINE: www.alpinel'tw tom: TPI www te www.s inst.org; WTCA: etindatry.comS PAC I N G 2 4.01 REF- 1 V T X 6 3 8 4 Z 0 7 : icc: www.icca.rs:org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T41 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W6 2x4 SP M-31 : Wind loads based on NWFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Left and right cantilevers are exposed to wind factor for dead load is 1.50. 7X8 = 2X4 III —) 5 3X4 s 5 6X6 = W6 2X4(Al 1-6-8 3X5 — 2X4(A1) 10-1-8 3X8 = 4X6 III 4X6 III — 3-7-13 ��F 4-4-3� L--,- 2-8-3 31F 3-7-13 � 7-4-3 7-4-3 4-6-7 7-3-8 2-10-7 14-8-6 Over 2 Supports 30. �RflEllq/�� R=1080 U=939 W=8" (5.75" Effective Contact) RL=164/-164 0 ,••, ` S�•• Design Crit : FBC2014Com/TPI -2007(STD) ' PLT TYP, Wave FT/RT=20%(0%)/10(0) 16. 1 .0 04 . 1 ,QT YI /-/4/-/-/R/- Scale =.375"/Ft . "WAflNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • TC ILL 20.0 PSF REF R6384- 23257 "IAP OgTANT" FURNISH THIS DRAWING ID ALL CONTRACTORS INCLUDING THE INSTALLERS. • Trusses require eat fame cera In r.erlc.unq. nanaling, snipping. Instil unq and bracing, Reler to ena t * - IN. Istest ea(y len e/ SCSI IBun sing Component Serery Informs tion, by TPI ena WtCA' Tor sale.. pracllces • LJ L 7 0 P S F DATE09/08/16 o parlorming These /uncllonr. Installers sh..l provide temporary bracing par SCSI. Unless noted of be r wi e • top chore sh e11 pare properly attaches atructurel sheathing ena bottom chord Snell bare a properly attache q r;gle fallinn. rotations shown Fpr permanent lateral reatralnt et webs spell nave brecinq installed per B . ATE Q�( DL 10.0 PSF DRW RCUSR6384 16252293 4 tsections BR. Dy or Bto. es eppllcable. Apply plates to each face of truss ena post tlon es shown shore ena • , he joint oetall.. noless notes otnerwire. Rarer to dr.wings leoA-z for stena.ra plata per pion'. •� OP••• L L 0.0 P S F HC-ENG SSB/DF V=' Alpine. . eirisi.n of IlW RuiIdinq component: Group Inc. she!I no. b, responsible for any deiat on from th ty�� •• L O�, �. drewinq, any failure to build the truss in conformance with ANSI/TPI r, or for handling, sh ip pinq. ••• �• —--- AN IrW COMPANY inrtellelien A brecinq el trus,e,. /iy F •'••�••'' �y� TOT. LD. 37.0 PSF SEQN- 754462 A tial en tb Le /," L er corer peps IUting rule er eWlnO Inelceut stet.ante bl prblenlonel •npineerinp I - rnpenelbillty solely For the eu lgn mown. Tn• Sul!r,, lily lty ena use o/ t It drawing for any nructu re a th ///j ONA` 201 Lake Orange Dr..Suite 151! responsibility of the Belleing Designer p.r ANSI/Tpl t Sae.z. / MTIppt� DUR. FAC. 1 .25 11 P _ --_—---- - — — - OtlALCOA a I"lowful1 32X37 fn' mora inrermion fee .Nil mob r general note, pope and theme web airs,: SPACING 2 4.0" J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA 00 279 Alvin[- alp�neilw.eom; TPI: www.lpinst.org; WrCA: www.sbeineus v y.eom: ICG: www.ieesare.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T42 ) Value Set : 13B (Effective 6/1/2013) 140 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4,50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 DL=4,2 psf, wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W2 2x4 SP M-31 : :W6 2x4 SP M-30: Wind loads based on MAIM with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 4X5 R) III 3X4 o —15 3X4 3X5 5 f— W2 2X4 - WIS 2X4 = 3X5 =_ 10-1-8 3X8 = FOE 4X6 III 4X6 III 4 3 4 2-1 1 -2 —� L._1 3 ZjE 4 3 4 I, 5-11 -2 5-11 -2 ,J 11 -10-4 Over 2 Supports _I IIIpIgJg/g�I R=867 U=843 W=8" R=5 R L=162/ 162 �0��.••' • •+•-•Cas • Design Crit: FBC2014Com/TPI -2007(STD) • S •♦' PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 Op 04 1A.1 TY:.1 /-/4/-/ /R/- Scale =.375"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • T C L L 2 0.0 P S F IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, j R E F R6384- 23258 trusses require eelreme care In lebrlcating. handling, fhlpping. Inetelling end brecing. Rarer to entl I • the latest .elven el Bcsl (Building cempen.nt Aeraty Inrormau en. by rPl ane"'CAII.1 eerety precis tea ; DL 7.0 P S F DATE 09/08/16 la per/orminq loess luncl Ions. Installers snail provitla temporary brecing per 8CS1. Unless noted otherw lop mere shell have preps rly eltac.atl structural sheathing entl bottom cnortl Snell neve a properly atlecn� • r;gle telling. Loelions snows Ter permanent lateral restraint or webs Snll neve bracing instellea per B . ATE �• DL 10.0 PSF DRW HCUSR6384 16252304 eetians B3, Bt .1'13 es applicable. Apply pleles to. ......9th lace of ntl po5lli on as shown aboae entl Q O the leinl Details. unless noted otherwise. Ret., to d—logs IGOA y for Standard plele positions. �• AI Ina. . tllaislen or IT Buildin tem le creo Inc. ane 11 on, be Tae o.sibl. ror an d.viati.n nem In /'� • P � L L 0.0 P S F HC-ENG SSB/D F p he 9 Ponec P P Y V�•' 0R\9--'* AN I7-W COMPANY enst el4su on eebrecingeo/ai'dtrusses_truss in onr ormance wit. AN51/rpt I, or for handling, snipping, , ♦��N-. tC •' �� TOT.LD. 37,0 PSF SEAN- 754460 A wet on Isle ersln•er ewer pge IULIM Lnle dr nln� leeleeiw eeeeyt epee of Orehnlenel enN 1111 1. p/ �Q II Iy Mill len ng e.Llg Ter tb.e.algn rne.n. Tn. sen.el ilr w e...r L I. er..InA f.r .n7r .VwL.r. a th y QNA%_ �a DUR.FAC. 1 .25 .wpew len lty er t....nel..O.S1gwr per ANSI/TPI T sect. 2411H Lake Change Ur.,Suite 1511 /4111{111U111q — - Or!andn.FL 32837 For mere iefnrmet,aa see this lobs general notes page and these web sites: SPACING 24.0 JREF- 1VTX6384Z07 FL COA#0 278 ALPINE www.elpineitw.c tPl: www.tpinu.drg: WrCA: www.sbclneuatry.com: ICC: www.ieese/e.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T34) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on IVWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1 .50. Special loads ------(Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.=1 .25) TC- From 55 plf at 0.00 to 55 Of at 10,03 TC- From 28 plf at 10.03 to 28 plf at 12.67 TC- From 28 plf at 12.67 to 28 plf at 15.30 TC- From 55 plf at 15.30 to 55 Of at 25.33 BC- From 20 plf at 0.00 to 20 plf at 10.03 BC- From 10 plf at 10.03 to 10 plf at 12.00 BC- From 10 plf at 12.00 to 10 plf at 15.30 BC- From 20 plf at 15.30 to 20 plf at 25.33 TC- 143.00 Ib Conc. Load at 0.00,25.33 BC- 237.77 Ib Conc. Load at 10.03,15.30 BC- 51 .58 Ib Conc. Load at 12.06,13.27 4X4 = 5 r- -i 5 4 X 4 4X4 0-6-3 0-6-3 _ �10 1 -8 2X4(A1) 4X5 Di 3X4 4X4 = 3X4 - 4X5 2X4(A1) 4-0-0 4-0-0 12-8-0 ,1, 12-8-0 J 25-4-0 Over 2 Supports J R=1308 U=523 W=8" U=523 W=8" OV .••' ' '••. f� Design Crit : FBC2014Corn/TPI -2OO7(STD) A '•••� S�•••' PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 ,0 04 1 T /-/4/-/-/R/- Scale =.3125"/Ft . ••NMRNLNGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! • T C L L 2 0.0 P S F R E F R6384- 2 3 2 5 9 "IMPORTANT" TURN I SH THIS DRAWING TO ALL CUNT RAC MRS INCLUDING THE INSI AL LE RS. Trusses raguira eat 10-cls, ace c re fabricating. nenellDg, shipping, Instellinp ane hrecing. Rater to ane r I • th. Isun .atitian of tie 51 (tiuI:""np Gampenent serety Inlermetlen. by IPI .ne WTDA, ler serety pr.etiee, I : D L 70 P S F DATE 09/08/16 it ::,performing these functions. Installers shall provide temporary bracing per 8TCSI. Unless noted otherw r tap chore shall neve Properly eltechee structural sheat"Ing and bottom chord shell neva a properly attec hts !s • rigid calling. Louuans shown ror permanent lateral restraint o/webs shell neve bracing Instenea per R . ATE DL 1D.O PSF DRW HCUSR6384 16252036 sections Ra, tiT or e,o, os eppuceble. Apply plates to each lace of truss and position as shown above ane • ♦ s o the joint Details. tinlasa noted otherwise. Refer to drawings ,eDA-: for atandard plate positions. •. Q. •� l L 0.0 P S F HC-ENG SSB/DF Q �p� Alpine, ° division o/ ITW building Components Group Inc. shell not be responsible for any deviation Irom th{a, oA�•• .•` erewinq, any leilure to nolle rhe truss in conformance with AN 51/TPI 1, or (or heneling, sh i pp inq, L7 I�,i •• �.• AN IrW COMPANY inslaliarien A brncinq nT Ir", . y V* F '••.....•' , TOT.LD, 37.0 PSF SEAN- 754772 mpsnu hll�ty seely ler U�'dei�yn sn'etvn�g'no n e'sul ublllty":ne'u s: o/°this"drawing for'eny"struc�uIeel s"�h '��j �/0 NA�� 2401!Lake Orange Dr.,Suite 150 raspen s t h!II Iy of the titillating Designer per ANSI/TPI , Sac.2. /�,,� D U R.FAC. 1 .25 Orland.,FL 32837 F-more inr"r cation sea this lobs general notes pope ane these "MI�ygM�1�/UUW heti " "' SPACING 24.0" JREF 1VTX6384Z01 FL COA#0 278 ALPINE: www slpineitw.c m: TPI: www.spin It.or g: WfCA: sas,sbc l ndustry.cum: ICC: sale orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A, DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T36 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on lVWFRS with additional C&C member design & reactions. Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 4X4 5 5 3X4 3 X 4 0-6-3 0-6-3 LLI � 10.1-8 3X4(B1) = 3X4 = 3X4 3X4 = 3X4(B1) 2X4 0 2X4 4-0-0 �4-0-0 ;;a. I, 12-8-0 _I_ 12-8-0 _1 fF 25-4-0 Over 2 Supports - 1111111111 >J R=975 U=556 W=8" ` S �) �U=556 W=8" RL=137/-137 .•I,`• • •`••C• �I Design Crit : FBC2014Corn/TPI -2OO7(STD) �••� S�•••' PLT TVP. Wave FT/RT=20%(O%) /10(0) 16. 1 .01 04 . 1 nTV:'� /-/4/-/-/R/- Scale =.3125"/Ft . ••wAflNINc!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ' TC LL 20.0 PSF REF R6384- 23.260 "IAtpORTANT" fURNISH IRIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. • • Trusses require eav oma cera in faer!ceting, handling. shipping. Installing and bracing. Refer to and f I • *' ---_in. Iat.%t etlltlen of SCSI (Belltlinq Component Safety Information. by TPI and WtCA, far safety pratllca, DL 7.0 P S F DATE 09/08/16 to per/arming mesa functlonl. Installer) 111111 provide temporary bracing pr BCSI. unless noted etnerw • tap chord sate 11 neve properly at tac11ed structural snealning entl bottom thord",hall neve a properly .(Inchl4 i rigid telling, Locations shown for permanent lateral restraint of webs shell have bracing Instellea per e � ATE (� DL 10.0 PSF DRW HCUSR6384 16252282 anions B3. Bl or e,o, as applicable. Apply plates to e.cn face of voss ane posnlon es shown above Ina • l [� In. ,eiat DalI1. gnlall natatl ataarwila. Relar to drawings ,BDA-2 tar ltanderd plate pas,tianl. °• Q. •• LL 0.0 PSF HC-ENG SSB/DF Q �p� Alpine. a tlivision of ITW Bailding Compon¢nts Group Int. Snell not be responsible for any deviation from in A••� Q .• drawing, any /eilure to build the truss !n conformance wish ANSI/iPl 1. or far handling, snipping. ©/� f. O,`` ••• AN I1-W COMPANY in Iallatlan 6 bre.inq of I....... '�. F '••.....•• G� ' TOT. LD. 37.0 PSF SEAN- 754162 A eeeI en TAU Il revel ng er eerer page I UU ng tNle Orewln IntlleeLe ecce once el preleeelenel engineerinp o y iy ♦y re.pansleln ry celery ler tate eeelgn spawn. Tata Sul uelllry entl uee of tlllf drawing for any structure Is th ��I�,O /w,�` Y re%penelblllty el the Belldl.li Designer per ANSI/TPI , Sec.2. �• 24(X1 Lake Orange Lk.Suite 150 ' 14111W D U R F A C 1 .25 Orlando.FL 32X37 for mars information see this jobs general nates Page and thele web site%: SPAC TNG 24.0" JREF- 1UTX6384Z07 w.t FL COA#0279 AIPINE .elpineitw.com: TPI: wwpinst.org; WTCA: ~.sbcindustry.com: ICC: www.iccssrl.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - HJ10A ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP N2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (J) Hanger Support Required, by others The following members need concentrated loads at the heel : 0-0-0 span/setback member on the 4-0-0 cant side requires 143 lbs and the Sub-fascia beam assumpptions: 0-0-0 sub-fascia beam on the 4-0-0 0-0-0 span/setback member on the 4-0-0 cant side requires 143 lbs. cantilever side. 0-0-0 sub-fascia beam on the 4-0-0 cantilever side. Hipjack supports 10-0-0 setback jacks with 4-0-0 cantilever one face; Deflection meets L/360 live and L/240 total load. Creep increase 4-0-0 cantilever opposite face. factor for dead load is 1.50. 3X5 III 3.54 r 3X4 4-8-0 2X4 — El 10 1 8 2X4(A1) - 4X5(R) III 3X4 = L 5-7-14 11 fF 14-1 -11 Over 2 Supports — J R=1005 U=434 W=11 .314" ` AS �/r� Yy/a R=186 U=22 OJ�•••• . ..�•��w, H=H1 Design Crit : FBC2014Com/TPI -2007(STD) •••�'` S��`•• PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 .0 .04 3, 1 QT I /-/4/-/ /R/- Scale =.5"/Ft . "WAflNING!" READ AX0 1011.All NOTES ON THIS DNAWING! � T L L 20.� PSF IAPONTANT" TURN ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INStALlERS. R E F R6384- 23261 rr us T:', es re Rut re est roma care in 'enric.ling. n."1 dl "'I ,n1"ping, Ins le 11 log eon hr.cinp. Re(er to end • * D L 7 PSF F .n. lel.,. eenlen eT Rcsl lRnneinq comp.nen. Seel. Inlerm..Idn. by rvl .nIt w"G ler cele.. ...rocas ri • DATE 09/08/16 .e rormin .neve Innc u.n,. In,,.11el, hell de Lem er bred. other • per g : "Tori por y q per acs.. vole„ notes _—. • • .op There ,n.n n.re properly .u.cnee s.roc.orel ,nee.ning ane bell to cndrd sn.0 here A Properly .Il.chg • • D L 1 0.0 PSF F D RW rigie ceiling. toc..fon, ,nown Ter perm.nen. 0e.er,I re,velnl of wen. +hell here hr.cinq in,.allea per ffis ; ATE HCUSR6384 16252260 . n, gs, er or glo. ., .ppltc.hle. Apply plate1 to each lace or vo„ . d Por"l nown .bore .nab O In I in. Del ells. unless noted otnerw,se Reler l0 nrewtnps 1808 1 for standard pl t p '.'ons. 4 Lp� Alpine. . afrislen or nw g.ndinq cemponen., Glop Inc Snell ndl ee respons ble r y e ri.. on rrom.n 90 '• FC `OP•• L L 0.0 P S F HC-ENG S S B/D F ere nq any .allure to mild .he buss to con/ormence wiLn ANSI/TPI 1. nr for handl-nq, snppinq, •� p R ••• wi AN ITW COMPANY inst.Il.lion a nr.cieq of .nesse,. .� F '`•...-..••• �� TOT. LD. 37.0 PSF SEQN- 754270 A uu .n tnU grning er esr.r pp n.ung tDl. an•IA Inelc.u. .ce. unc. .r pr.hulona .ng0n..ring NI S -25 r..p.n.l• 11, +.I.I; ur IN. d .10 .oath. El!".."11%, .ng... .r tl1. er.wing r.r .ny .Lr.dL.r. a to p SID NAL EN,�►� D U R FAC. 1 .2 5 241X0 Lake Orme eDr..Suite 1511 r•+p•n.lsn uy.r the g.nung D..Ign•r p.r AgsO nPl t s.c.a. /�g.,�� Orlando.FL 32817 for mn nlarme.ian see tni, Tone gener.I note, p.qe end wash wen sitar. WtlMYIIfAa � FLCOAgH27A ALPINE .Ip'ne .w.c tP!: www.tPins.. rq: WTCA. w�w.snrnde,.ryc ICC se/eorq SPACING 24.Oe JREF- 1VTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - K10C ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #2 :T2 2x4 SP #2: BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 Wind loads and reactions based on IVWFRS. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Hipjack supports 10-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 2X4 III 6X8 T2 3.54 (a) 4-8-0 --- -- - 8-9-8 3X4 III 5X6(R) III 3X4(A1) Lac— 1 -4-4-J 14-1 -11 Over 2 Supports J R=645 U=209 W=11 .314" , ws �(�. 'p�a R=1205 U=377 Design Crit : FBC2014Com/TPI -2001(STD) QO••�� S�••'' PLT TYP. Wave FT/RT=20%(0%) /10(0) 16 1 .0 .04 §. 1 QT !1 / /4/-/-/R/ Scale =.5"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS ORALNINGI • T LL 20.0 PSF IWORIANI" TURN ISH IN IS ORAWING TO AL CONTRACTORS INCLUOING THE INSTALLERS. y. R E F R6384-_ 23262 Trusses require eetrame cera in fabricstinq. handling, shipping. Installing and bracing. Refer to end I • * T C D L 1 O PSF F the Ie1af1 •eltlan or SCSI IBullding CdoUlnenl Saint, Inrormeu on. by "' ane WrCA) for salary practices • DATE 09/08/16 • to performing these Inactions. Installers shell provide Temporary breclnq per BCSI. Unless solea diner e . _ top mere ,neo neva properly .torose ,Lrnewrel sheaanq ane bolt..mora shall have a properly atom • ATE •c>te DL 10.O PSF DRW HCUSR6384 16252312 rime c..,..q. .talons snows for permanent I.ot.I reurant .f weer snail nava eraroq installed per 8�5� • - ;ecTi.ns B7. B1applicable. Apply plates to each race or truss end position as shown above end ♦ – - ---- - ne in D.Iaila. unless setae athatwI,. Refer to drawings ,BDA.! far standard plaid p.aiti.na. 9 •• F Q. •• L L 0.0 P S F HC-ENG SSB/DF d LPO E� Alpine. a eivison ar Irw eaileoq co.ponenls troop or sneu not be responsible ror any aeviaT on rr..In ••� / `O ••• _ drawing y to buil. Ins Truss in conor.ance wits ANSI/rPl 1 .r far nendlinq, shipping. �� +• `ORO AN IrW COMPANY 'nslellel�nn s°e�e�einq of It.eaea. �p ••...�•..•' �'� ' TOT. LD. 37.0 PSF SEQN- 754275 A ua •n Ibl. er•wE If •r ee•.r pp 11 a1.y .NU er•wlnl. In elq U. .ec•p uBe• gr pr gln.IgnU •noln.•,Ino - rMp.nelblllsy .ear Ise th• palyn anetm. Th• full•bl It) •ee uU•I t la eroing Por •ny aluelul• la In ,NSI SI�NA,-E�� DOR.FAC. 1 25 24141 Lake Ora ige Ely-Suite ISO responsibility of Ih••.LI•Lng D•slgn•r p•r ANSI/TPI t s•c.z. / -.—_-_ _--_ (klandn.FL TzxT7 For mala -f-ars—n a to is i.b a general notes page and tneae web ailed. � �U S PACING 24.On J REF- 1 U T X 6 3 8 4 Z 0 7 FL COA 80 278 ALPINE elpinelTw.rem: IPI www.1pinsl.o,q. WTCA. vow, sbclndustry.corn, ICC Wwwl c c 5 8 1 e.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A, DIMENSIONS) SUBMITTED BY TRUSS MFA. ( 336336--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - 110 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on NWFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 3X5(R) III 4-8-3 5 � +8-9-8 2X4 , 4X6 III 2X4(All �- 4-0-0 10-0-0 Over 2 Supports �1111tlUN� � R=661 U=821 W=8" , A5 R 2 ./ 76 RL=481/-72 O��•��. .�.'.. All, " Design Crit ; FBC2014Com/TPI -2007(STD) a ••�� ••' PLT TVP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04 `3. 1 QT !11 /-/4/-/-/13/- Scale =.375"/Ft . . W ARNING!** READ AND FOLLOW ALE NOTES ON THIS DRAWINGI • 0. T L L 20.0 P S F R E F R6384- 23263 II.ADfl1ANY FURNISH THIS DRAWING TO ALI CONTRACTORS INCLUDING, THE INSTALLERS • Trusses require estrame ce re in lebr catlnp hendllnq, shipping. Installing 810 bracing Refer to • len 1. t dltlon of BCSI (Bolldin9 Gomponenl Se/ety Inlormelinn. b, TPI ade WIC&) I I ty prectBces ri ' 7.0 PSF FDATE 09/08/16 DL to purl q mese Iunclldns. Installers shall prav da Lemp.rnry nrec Ing per SCSI. U I oleo other e • • tap ch e n II n..e properly 11-11a svnctdrel shentnino end bosom""it Snell n a p perry eu.nn • �•g DL 10.0 PSF DRW HCUSR6384 16252346 r0 a -I q. L.cetlons mown for pe,menent let...I .,,,.In, of wens 11.11 neve b - p Lel lea per W i K ss sectio 13 97 or 11D As treble. Apply plates 1. each lace of buss ene pos'I' a hown above add �� - O be /o- L D L Ils. unless do .it otne,wlse Rein, Lo dI—on, 1150& I for sLenanre pl L p 'Llon1. �� ♦ � � L L 0.0 P S F HC-ENG SSB/DF Q �p AI ISI on of ITW BuIldlnq Components Group Inc, Snell not be respons'ble I y e vial-on from tM1 �• /'�� ♦� - _ - e A drawing, any leil,.- to b.Ild the buss in conlo,mence w th AN51/IPI 1. or Lar M1ondl'ng, sh'ppinq. /� �� ORM .� AN ITW COMPANY in sl.11.t do a b...inq of t,.11e1. �' •►..•�...•' TOT. LD. 37.0 PSF SEQN- 754278 A ml sn ENI. er•wln0 er eer•r p•0• I ULIny Anl. er•wln InElen•. ace• t•n•• of prohulen•I •npin••riny -- —— -------- _._. --—------ po yy n.penablllLr .•1.1) Ter EM N.Ipn eh— Th. .ulubI?iI, ane u.. a Eble er.wlne /.r .nr .NucAur. Ie In ��I� /O��` y �V" DUR. FAC. 1 25 ,.epeeelblllly el ln.Galleing Oa si An.I P., ANSI/TPI 1 Sec.2. 4171 Lake Iando,OrangUr..Suite ISO utwxwluwuw - - - (MaLCCI L 32777 For more inlormetion see this i, o genera notes pope and LM1..:wen 1ite1. S PAC I N G 24.0" J REF- 1 V T X 6 3 8 4 Z 0 7 f'T.COA AH 279 ALPINE: elpineiLw,c TPI wvw.IF, nsl.orq WiCA: .sbclneustry.c ICC .sele.o,g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - J10A) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP M2 Webs 2x4 SP #3 Right end vertical not exposed to wind pressure. Lumber value set "138" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Special loads Deflection meets L/360 live and L/240 total load. Creep increase ------(Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.=1 .25) factor for dead load is 1 .50. TC- From 55 plf at 0.00 to 55 plf at 10.00 BC- From 20 plf at 0.00 to 20 plf at 10.00 TC- 143.00 Ib Conc. Load at 0.22 Wind loads based on MFRS with additional C&C member design & react i ons, 2X4 III 5 3X4 s 4-8-3 I 0-6-3 10-1-8 3X4(B1 ) - 4X5(R) III 2X4 III 4-0-0 fes` 10-0-0 Over 2 Supports RMIByp � R=910 U=451 W=8" R R L=18 5 0�� ,,W.II • .•`•�•"'�fjl. Design Crit : FBC2014Com/TPI -2007(STD) : O �••� S�•••''Y PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0$ 04 . 1 TY: /-/4/-/-/R/- Scale =.5"/Ft . "WAflNING!" READ AND 10LLOW ALL N01Es ON THIS GNAWING! h TC> LL 20.0 PSF REF 86384- 23264 AF IONTA.." FURNISH THIS DRAWING r0 All CONTRACTORS INCLUDING THE INSTALLERS. • ,re,,., r.gatre ..tr.m. e.re In lebriceling. hendllnp, ,hlppinp, Instelllnp .nd bracinp. Rater to and Ik DATE 09/08/16 In. 1.u,t Bunch of ecsl laulelnp component s.uty uurm.uon, ey rPI .nd wrcA1 for suety pr.ntices / L 7.0 PSF n per/arming tna,a luncllons. Instellars shell prof lee temporary bracing per SCSI, Unless noted en lop end bottom chord shell neve s properly at acnarigid cellt.q. Location, shown for permanent aura resuerot of web, soul nave bracing insulae per � . E DL 10.0 P$F DRW HCUSR6384 16252024 ctiens Ba. B7 er 810. e, applicable. Apply plates to earn fete of truss end position as shown ab ore enY AL�P!N ne Lunt oetul,. Baas notes ouarwi,e. Refer to dr.wfnp, 1soA-z ur stendere plate position,. e. �C `OQ►••0 g LL0.0 P$F HC-ENG SSB/DF Alpine. • alrlsfon o,, ITW Building Components Group Inc mall not be responsible for any deviation from th ©A e. O F drewinq. any Iallure to build the truss in cool or an with ANSI/,PI 1. or for henelinp Aping. /�- se. - ANI1-WCOMWaNV inst.uBlinn b bracing al Losse,. :n� ��iy�w '`••�•••• ` TOT. LD. 37.0 PSF SEAN- 754768 A anal an thU er nln�ar esrar pap rgula/ this drawlnp Ingle.u. aeca�unce of preuaalenal anglnaarinl �I� v/ ` G rnpeelMlllty esters lsr tna aeelgn an. the ,ulubl Its and eq sf t 1, eriev far anq atructura 1 th ��//� DNA{, v DUB. FAC. 1 25 231X1 Lake Oninge Elr.,Suite 130 re.p...Millis .1 the hulaing 0e,lgner par A•SIyTPI 1 Sec.:. /WtpM1U11W� Orlando,FL 32837 For more information Is. this I.b s general nate, Pana and these web ,ties: SPACING 24.0" JREF- 1VTX6384Z07 FL COA 00278 ALPINE: www.elpineltw.com: TPI: -tifln,l.org: WTCA: www.,beindustry.com; ICC: wc,a aw.lcre.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C9 I Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MFRS with additional C&C member design & Lumber value set "138" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 12 9-1 R=203 U=197 4-3-1 5 R=74 Rw=109 U=3 8-9-8 2X4(A1) �- 4-0-0 � 8-11 -11 Over 3 Supports R=631 U=531 W=8" RL=297/-70 OO��-�`,.. * .•.F�f� Design Crit : FBC2014Comp//TPp/I -2007(STD) S •' PLT TYP. Wave FT/RT=20/D(O%)/10(0) 16.1 .0$ 04 " . 1 TV-0 1-/4/-/-/R/- Scale =.375"/Ft . "WANNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! a TCjLL 20.0 PSF REF 86384- 23265 '-IMPOHIANT" fSH THI URN S DRAWING TO ALL CONTRACTORS INCLUDINGNG THE INSTALLERS _ • Trusses astreme r.e re in febriretin handlin g end bra,,nq_ Refer to end I 1 `*' q ire g q shipping. Installing the let t Ain on of BCSI IBalldlnq Component Solely Intormntlon by IPl end WFCA! lar solely prBt'res : 7 O P S F D A T E 0 9/08/16 to pert q mese /anctlons Installers Snell provide temporary brecing per SCSI. Unless nal ad'.lherw 'rapid rh d h 11 neve Properly n I., pe structural sheatninq entl bottom cnortl shell beve a properly atecne q ATE ■ Q� DL 10.O PSF DRW HCUSR6384 16252370 q' I- q. Lacetlons shown for permanent lateral rest"""' 0l webs shell beve h - g stalled per B eclic 83 B] or 810, es epplicebl e. Apply plates to each lace of truss ane pos t lid bore end 1 _ -- -- --- -- 162 the Intelot ifs unless notes otnerw se. Rarer to a.ewings 160A-2 for ateneera plate posit,ons, ��ewe P.•�a L - 0.0 0_ P S F HC-ENG ESSB/DF - Alpin a ls,an of ITW Builtl ng Compan lits Group Inr. Shall not he aspens-ble 1 y tlev t' n from lh �A ♦�L O�1O • L N G mewing any failure to build the truss in ra nto.mence with ANSI/TPI I.ror for M1ena inq, sM1'pp' g, ., X •1� I` •■ e AN IT'W COMPANY in,l e l l e lilie A brerinq of tr��„e,. ��iy r '••+�■•'' �'� TOT.LD. 37.0 PSF SEQN- 754281 A ue1 en tNU Irewing er eewr pope IUUng thle er.Wlnyy, Inelenn .ce.00 unee el protea tonal enpineerinp Vl��I % -------------------------- - - -- - reep.naenne setae rer lila it..” snbrm. ilia fulublllte end me o/ tAls dreWing for alio structure Is to M4_� DUR. FAC. 1 .25 240X1 Lake Orange Er.,Suite 150 responsibility of the Building Designer per ANSI/TPI t sec.z. '"'■Ali N1W�pUTIa� _ _ -.. Orlando,FL 32837 In, more iofnr o—O s e thl, Inn's gene.al notes page and thele web site,. SPACING 2 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 FL COA7d!27A AIPINI elpineltwmwww .ro : TPI: .IF,—.orq. WTCA us s1sClndtry roar, ICC'. sefe.nrq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C9A) Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -227# MAX. (See below) from a non-wind load Top chord 2x4 SP M-30 case requires uplift connection. Bot chord 2x4 SP #2 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Lumber value set "138" uses design values approved 1/30/2013 by ALSC DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Right end vertical not exposed to wind pressure. Special loads - --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) Deflection meets L/360 live and L/240 total load. Creep increase TC- From 55 plf at 0.00 to 55 plf at 8.97 factor for dead load is 1 .50, BC- From 20 plf at 0.00 to 20 plf at 8.97 TC- 143.00 Ib Conc. Load at 0.00 Wind loads based on MINFRS with additional C&C member design & reactions. 3X5(R) III R=-227 Rw=18 U=203 14-1-1 5 � 4-3-1 0-6-3 3X4(B1) = 2X4 III R=26 Rw=75 U=13 2X4 0 4-0-0 8-11 -11 Over 3 Supports aai R=929 U=474 W=8" RL=172 A A ��1 ' • !GI,,y Design Crit : FBC2014Com/TPI -2007(STD) ? v S�••' PLT TYP, Wave FT/RT=20%(O%)/10(0) 16.1, .Oj 04,14-- 1 TY:V /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!SH HEAD AND FOLLOW AEE TON THIS DRAWING! • TCILL 20.0 PSF REF R6384- 23266 "MP IORIANI" FURNISH THIS GNAWINGGi0 ALL CONTRACTORS INCI lI01NG THE INSTALLERS. a • Trusses Ire evrreme ce re in fabricating handlln shipping Installing and bracing Ruler to and I I • raqu n 9 PPi A� A A • Ilk me latest eeltlnn al acsl IBn a ding Campane I Salary Iararmau on. by TPI an,WTCAI far araty practice, L 7.0 P$F D A T E 09/08/16 i th pert no mesa Inertlons. Instal leis shell prav de temporary br ac nq per BCS;. Unless notes olherw. e t an ch to h 11 have properly altachee structural ,beat hi ng one bottom cbnrd shell he e Properly attache y qie I q. toreu.a, spawn tar permanent lateral ,¢,valor or webs :nail hate b q I allee par B '.0 . 1D.D PSF DRW HCUSR6384 16252025 tin B] Bl r 810 es applicable Apply plates to each face of truss ana posit- h n above and - - Q�, DL "!.n e I ot D t Is unless note¢ otherwise Rarer th araw,ngs 160A t Ihr ,:a ear, t t a �p� ° ° "a a" I— th � QR� P,G; LL 0.0 PSF HC ENG SSB/DF pin a tl,v,s,an of ITW Bu,le,ng Components Group Inc. shell not be responsible I y tl Bt O q any lanlure 1n baild Ina truss ,n conlormence with ANSI/tPl 1, nr for In T, "q, shlppinq. �� ••• AN irw COMPANY ia,Iallat a" A hraring ar tresses 4a`F '•••�•••' TOT. LD. 37.0 PSF SEQN- 754774 A loll an Ihil dre•Ing er ester pqe IUEInp Ihu en•In lnelcnlo eelo lone. of preT.ulendJ enpinlor l Np �I� oA'A%�\_ -- - --- - - --- - respenslbnny lolly ter M dlolgn !hewn. rhe ..lubl4!Ey Ane es. er IRI, dr.•Ing ter .Ny slraeler. a In ly„ DUR. FAC. 1 .25 241RI Lake Orange Dr.,Suite ISD respens!b!1!ry er the Building Designer per he I s c.e. p w� Orlando.FL 32837 For more I rmeu an sea thl, lob s general notes page and in,,,web FL COA#0 27A A1.RINE. alpinerr .cam: Tpl. Were, IT,— nrq WTCA. .stir-nd"stry cord: ICC: eoeo, rctafe org S PAC I N G 24 0" 1 R E F- 1 V T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C9C ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #2 :T2 2x4 SP #2: BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on lVWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. R=94 U=185 12-9-1 5 X 6 2 5 4-3-1 W 898 R=234 U=217 2X4 III 4X4 2X4(Al L'1-0-0j fE 8-11 -11 Over 3 Supports Mill R=401 U=393 W=8" S RL=329/-28 OOV�•.••' "S��,/� Design Crit : FBC2014Com/TPI -2007(STD) . • �` r� PLT TYP. Wave FT/RT=20%(O%) /10(0) 16. 1 .0 •. 4 a11 TY. 1•• F -/4/-/-/R/- Scale =.5"/Ft . "WARNING!'• READ AND FOLLOW ALL NOTES ON THIS DRAWING! : • T so L 20.0 PSF _REF R6384- 23267 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALIERT g • Irutses requ,ra extreme care in lab r!cal!ng nenelinq, shlpp nq nsl.11ing and bre g. A l.r In • • ,he let ae)))on nl BC51 IBullelnq campanent safety Inrarmat-an by Tal ane w1cAl 1 I al pr1111"oalp r : /T T 7.0 P S F DATE 09/08/16 to per) q (nese Functions. Installers Snell prov,ee temporary brarinq per RCSI. ll I Inlet) athorw s ± `qJ*, E r TC/L tap ch. a Hell have properly alt ecnee structural sheethlnq ane Dol l.m more mall hav, a prap.rly .ttacnee r'q e c I'ne. l.cat,.ns :Hawn lar permanent lateral restrelnl of webs mall nave brae nq install.¢ par TICS ��t �i O.D P$F DRW HCUSR6384 16252302 Q LPI sactians B3 Bi or Bao es epplic able Apply plates to e 1 race or Irt ss ane poo t hewn .novo anti .rt✓♦ �•• set.�� ••� ` D - --- - - - .- Ina lain. Details amass nate¢ atnarwisa. Rarer la era'A" 1608 2 lar sle0eare plat p Minns. ♦I ,rr�• • L L 1 0.0 P S F HC-ENG S S B/D F Alp,ae . alylslan ar nw eaileinq components r.roap Ina. shall Hol be respons-nIe r y e vinti.n rr.m to ♦ ^ rr O R O• 'A for .ay railPre to eP,le the v.as in r.n rormence witn Ans ural I or ror nenel nq. sn pping. ♦ •r.r•�r•.•• AN I7-W COMPANY nxlellali.n A hreciag ar trPsaee. ♦9��♦ so TOT. LD. 37.0 PSF $EQN- 754167 A .eel en tnl. •re•Ing er corer Pepe IlTllnp tAle erewleY, Ineleele. ....... c. of prol•.slanel •ng lrle.ring I N e` --- - - - - ---- -- -- - r..p.n.11i .. U) rer the Designer ene.n. NSI TPI I S Itr ane u.. el t le ¢...Ing ror any arec un IT n �Iga T� qeL OUR. FAC. 1 25 24(X1 Lake Orange DT.,Suite lSll r..p.n.lelnry .('the •.n nog Deelgnar p.r ANSI/TPI t sac.z. WNpgt1WW/UV Orlando,FL 32837 l ore -format- see this Jab a general page - „1p9 ""° "lam wet) SPACING 24.0 JREIF 1VTX6384ZO7 FI.COA NI1278 uaINL www. Ipineil .nom, Tal vmw Ipinst rg: w1eA sb. naustry o ler.. ww« It:r.s.le org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Semino( - C7) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #1 Dense BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on IVWFRS with additional C&C member design & Lumber value set "138" uses design values approved 1/30/2013 by ALSC reactions, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. i1-11-1 R=133 U=268 3-5-1 5 �— -- R=52 Rw=95 U=5 8-9-8 2X4(Al �E 4-0-0 J 6-11 -11 Over 3 Suppor 6411&Rp � �+ Air R=572 U=920 W=8" RL=449/-67 •OO •.••• as are...♦�e l/L Design Crit : FBC2014Corn/TPI -2OO7(STD) ♦••�/ SF• . PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .0 . 4 1 @kTY. 1`• F -/4/-/-/R/- Scale =.5"/Ft . "WAflNING!" READ AND FOLLOW ALL NOTES ON THIS DNeWINGL : 7 • e R E F R6384- 2 3 2 6 8 IMPORTANT" FURNISH THIS DRAWING TO ALI CONTRACTORS INCLUDING THE INSTALLERS LI I T L 2 0.O PSF F • Trus,., regaire 18111's eme close is lebrisponen paneling oration,ipping. Instel!ind ane br.cing Rare, La ane la • ' T G L 7.0 P S F DATE 09/08/16 Ina Ielest ee+tian al ecsl INull•+ng component salary information, by TPI lone wrCSl for safety practices p • • Io perlerminq mese Iuncsions. Installers Snell provide temporary b'e'ing per SCSI. Unless noted otnerwls : ATE • Lep mere shell neve properly attecNae structural sheathing and bottom chore shell have a properly site[hed 'qa L canons shown ror permanent Ieler I t ainl of webs shall neve bracing- tallea per 'CS i DL 10.0 PSF DRW HCUSR6384 16252026 ;it 113. RY r IF es a IIcaba "Ply late t n lace of truss wn aeove lona o FI �� unless to PP Y P end posh' n �'♦ ♦ _.__. .... -_ _ _.___ _. IFI`, The loI L 0 '1 not d lh rwlse Re ler t d 1" Z ler stendare tp 't'on4. d O Alp ne e oT IbW", Id q rmnponents Grnnp i nob not be respnns blepr py eev aI on fInm In a��/C�A•♦♦��QR\Q.♦'•� LL 0.0 PSF HC ENG SSB/DF Brew-nq. y 1 'I lre to b.Ile th t lots in conlormenre wiles ANSI/TPI 1. nr for hantllinq. shppinq. C ♦♦•i•�•••• AN ITW COMPANY instellelfnn a b'e'ing aT Irt �lof►n�� s!O ` TOT. LD. 37.0 PSF SEAN- 754168 A •..I •n Ta• gr•wI•g•r IN..r slog• luuno La• er••Ini. Ineli.u. •cc• ales'• e! praes•len•I •ngln.•ring NA` - res#.naauT� soar r.r IN •.+Lon lob e.n. res. loen.el IL) .•d e•.er LRT• tir••Ing or es� .u.cL.re la Ln Aly DUR.FAC. 1 .25 241111 Lake OrnTAeor..Suite 150 resp•nlolaney.r Lee•.nultg Designer per ANSIYrPI I Sac.2. WpgeM�E1w�W _ _ _. Orlandn.FL 321137 For more �nlnrmlotlon see th a lob's general notes page end these wen s , FLCOA#0279 AIPINE www.elplheltw.'a. TPI: www.tpinst erg. WTCA. www.sbe d,, t y cum. ICC www. reale arq SPAC I NG 24,0 J REF- 1 VTX6384Z07 (336330--Bernson -Auld & White Construction -Public Safety Remodel -- 050 Seminol - C7A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 138 (Effective 6/1/2013) Negative reaction(s) of -216# MAX. (See below) from a non-wind load Top chard 2x4 SP #2 case requires uplift connection. Bot chord 2x4 SP #2 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid?, Located Webs 2x4 SP #3 anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Lumber value set "130" uses design values approved 1/30/2013 by ALSC BC DL=4.2 psf. GCpi (+/-)=0.18 Wind loads based on NWFRS with additional C&C member design & Deflection meets L/360 live and L1240 total load. Creep increase reactions. factor for dead load is 1.50. Right end vertical not exposed to wind pressure. R=-216 Rw=195 U=214 3X4(R) III 13-3-1 5 IF— 3-5-1- 3-5-1 0-6-3 �10-1-8 3X4(B1) 2X4 III R=4 Rill U=26 3 X 4 4-0-0 J 6-11 -11 Over 3 Supports R=692 U=903 W=8" gS F� hiq� RL=247 ♦ OV'0`0'• of •e♦ffee Design Crit : FBC2014Com/TPI -2007(STD) ♦♦•v S�♦♦♦♦ PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .0 4 1 TY.S`. F /4/ / /R/ Scale =.5"/Ft . "WARNING! ' READ AND FOLLOW ALL NOTES ON THIS DNAININGI R E F R6384- 2 3 2 6 9 "IWONTANT" FURNISH THIS DRAWING ID ALL CONTRACTORS INCLUDING, THE INSTALLERS. • T L 20.0 P S F Traaaea reg.ire .,Frame tel, in Fabricating. handling, shipping, Installing and bracing. Rarer 1, and in * ' T C L 7 0 P$F DATE 09/08/16 the lel est edition of RCSI (bo it ding Component Solely Inlormntion, by iPl end WTf.A) for solely practices p :1 a In performing These luno ions. Installers sbell provide temporary bracing par RCSI. Unless noted otharwls ! ♦ __ _ __ lop chore Snell neve properly etlecnetl struclurel sneathing end botl,m mord Snell have a properly attached ~ Qe�, rigid teeing. Letetions anown rot permanent lateral restraint IT wan+ :nail haae brating Installed par acs �/A� ATE ♦ t12le�DL 1D.D P$F DRW HCUSR6384 16252037 Q ��N[Esections 83. BI or bid, es applicable. Apply plates to each lace of Truss end position es shown snore end '/ ♦ ♦ the Feint Details unless hated elherwtse Refer to drawings 1fi0AI for st enaera pial p 11on s1 0 4j Alpine. a eiei:ran er Ilw Ruining I.mnponantn Group Tec. shall not be espons-ble I e r ea. at' n /ram Ih a 0 0� ♦� C p}�\O♦♦'♦ L L 0.0 P S F HC-ENG SSB/DF as dr,w no, any fallnra I, bulla the truss in c,nlarm„c,with ANSInTPI T. or ter handing pw ng. a --. -_---- -- - -- _ AN II-w COMPANY .-11.-n A br,r ng of Ire.. '°� �'kss♦� 'A•,"'� � a1*T OT. LD. 37.0 PSF SEQN- 754169 A e•a en tole er.wing er to••r y.g. Il.ung tNle anwley. Inelt.ue ate•pune. o/ prel•ulen.I .ngln••nhg N /O'YA� 4 r•sp•nslblllt7 sslel) lar Lhe•deign Shawn. Tn• ault.bllltS •ne us•or tills er•wlnp /or •n7 strutlure It th �Iy�,�� .,e� 2400 Lake 0rw18e Dr.,Sidle 150 r•sponsibnity of the e.11nng Designer per ANSI/TPI t S•t.z. -"ag/gAggg �ggglW"-'� DUR. FAC. 1 .25 Orlando,FT- 12877 tar more �rfo maty s this iob s general holes page and these web sites FL CDA#1278 ALPINEwAw elpineitw.com. Flit wsvw.tplest erg, WTCA- www sbcindustry.cam. ICC wen, c...(e.org SPACING 24.0” JREF- 1VTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C7C ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Wind loads based on MFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. �11-11-1 R=187 U=332 5 — 3-5-1 9.8 R=65 Rw=80 U=15 *8 2X4(A1) L'1-0-0'j 6-11 -11 Over 3 Supports R=327 U=377 W=8" RL=293/-25 OOV-•.`.•• •••.••�'/�/� Design Crit : FBC2014Corn/TPI -2OO7(STD) e••v S�•••� PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .0 �04 A BTY.'F. F /-/4/-/-/R/- Scale =.5"/Ft . "YYIIRNINGI" READ AND IOLLUNf AEI TIDIES ON THIS DRAWINGI ' REF R6384- 23210 "IAP DAIANT" IUANISH THIS DRAWING /U ALl CONTRACTORS INCIUDINC. THE INSTALLERS : y • L 20.0 PSF busses require art tame tare In lebritetian nano lap. 9hippinq, InSlellldg .otl brepinq. Haler to dna ro a 7� • IC DATE 09/08/16 the latest eeilian el BCSI IBuilelnp Component Solely Inlarmetlon, by LPI and WiCAI for selrtty prectices p r • TIC L 7.0 P S F to perlorming 1M1ese /unctions. Installers shall provide lemporery brach, per BCSI. Unless natee olherwi. tw - tap more +nail n.ve properly euetnee ev.cwra sneaanq ane nou11 t""1 .hell naye a properly anetne ATE DL 10.0 PSF DRW HCUSR6384 16252315 rigid ceiling. lotetlons snown for permanent leterel restraint of wens shell hove br...It installetl per BC e Q �� the Jole B3. Bl or 810. es epplicenle. Apply plates to eecn Iece of lru sos antl poSllion es 1 It enove entl �. — — --- --- —-- IIIL1='�r� the Inial Dela ls. unless nnlee ntnerwise. Haler to arewings 1B0A.z ler atanaare plate puri tJ nn:. o •'� O • L L O.0 P$F HC-ENG SSB/DF Alpine, a division of ITW Building Components Group Int. Snell not ne responsible far any tlevietion from th ��w'�.� C 4 R� ••�N '.*7 rewing. any leilare to belle the truss in conf.r.—I with ANSI/IPI 1. r Int M1endlinq. sM1ippinq. W /� •��• •.� AN ITw COMPANY netlallon A b1,_r, of It ueses. ,,�� 'q "•' ��Z OT. LD. 37.0 PSF SEQN- 754170 A vel en ENU U•Wlne er eer•r pp IUEIne EAU U•wlny Ineleu•f •ce•o une• e/ prolnfl en•I •n01n••rinp ��/ •ry, 4 --- ------- - — -- r.q.nfl.IllEf ..LIS /.r lN• it.f 11 fNOWn. iM fel UellllS.ee u+. o/ the dLWlne tar .nY flluel.n If 1, yi 241)OL,akeChangeLX.Suite ISO r.f0.nflblllly .1 ln.B.Ildlnp D.eloner p.I ANSI/iPl / S.,2. a�'� DDR. FAC. 1 ..25 Orlando,FL 12937 lar more inrormetlon lea thio Inh s q.n.rel solea page and the,.wen 1� 1 SPACING 2 4.0" J REF- 1 U T X 6 3 8 4 Z 0 7 FL COAL NO 279 AIPInE. elpineitw.t . IN www.tpinst org: WICA. sbcineuslry.c ICC: ceale.org nn ran nnI. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C5) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid?, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP N1 Dense BC DL=4.2 psf. GCpi (+/-)=0.18 Bot Chord 2x4 SP #12 Wind loads based on NWFRS with additional C&C member design & Lumber value set "138" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. R=51 Rw=90 U=164 �11-1-1 2-7-1 5 F W(A1) = R=29 Rw=89 U=10 4-0-0 4-11 -11 Over 3 Supports 11111a1ipy ift U=1027 W=8" Me- R=527 RL=418/-64 OOH+-•,`••• ' ••••,�Y/!/� Design Crit : FBC2014Corn/TPI -2OO7(STD) •••v s�•••� PLT TYP. Wave FT/RT=20°/0(00/0)/10(0) 16. 1 .0 j04 1 TY.'F• F /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • • T� L 20.0 P S F R E F R6384- 2 3 2 7 1 IAPORTANI" FURNISH IHIS DRAWING 10 ALL CONTRACTORS INCIUDING THE INSIAtLERS • 7C trusses require extrema care in /abriceling, nennling. s"ippin R, Installing ene bracing. Reler Ia ene to • / tna Ta eaI aelllen or Bcsl rgalleing component safety Inlormau an. by rPl ann wrcAl to agilely prem sea p r • TIC L 7.0 P S F DATE 09/08/16 to performing mesa functions. Installers shall provide lemporery bracing par BCSI. Unless noted olharwi. • _._. _.. tap morn shell have properly eltechee structural sheelhing ann bottom chord shell have o properly attache • ATIE T D L 1 Q Q P S F D RW rigie leniag. I— tons snows for permanent lateral resveinl al wee+ cell nava ereclnq Instellee par ec LHCUSR6384 16252038 Q �� sectio B3 B] er 810, es eppllc Inle. Apply plates to each lace er truss ene pos-I hOwn above ene o ,, �. •.��O ` A •� �V —L�-/s - - - ------- the fo D t Is ante:: noted otnerwlse Reler to arawings 1fi0Ar2 lar .tend.. pl t p tions 4s '� • L L D 0 P S F Ill. E N G S S B/D F AIpIn d ton el ItW Building Compos nts f.r oap Inc. shell not be espens'ble f y 0eviel-on from to s�I R O••� ` e V� drawing. y I ilure to build the truss in cenlormence with ANSI/iPl 1, or Int handl'ng. shlPPing. ••••�•�•�••� AN ITw COMPANY ins)alleton A brac,nq or tre,le,. OT.LD. 37.0 PSF SEAN- 754171 A ..•1 en 111)1 •rewln•er cent 111: Iln lnO thle urewln Inelntee eau unn e/ prelaL)anal eepinnrinh ��j - ------- -- - --- - I� n A,A .epenelenit� aaw� ter tn. nolyn enewn. rn. eeu.el4uy.na qe. q/ tRl. enwlnh ter .nr nrectgre Ia to 'Wa�p�u��/OIM/+1�-� 24(X)Lake Orai OF.,Suite LSD r•spentil•lliry er the Ben.lng Designer per Alli t Sse.a. "'WIfyHMiFI�&1M� DUR.FAC. 1 .25 Orland..FL 12817 Int mora inlormatinn s a tore lob s general nglee page and these web a,lee. S PACING 2 4.0" J REF- 1 V T X 6 3 8 4 Z 0 7 R.COA AD 278 ALPINE- alp.—te,.c TPI: www.tpinst.orqWTCA . . abT,dd.,I,y.c . ICC saleerg . nn/nn snit THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C5A ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP k2 BC DL=4.2 psf. GCpi (+/-)=0,18 Bot chord 2x4 SP k2 Wind loads based on NIWFRS with additional C&C member design & Lumber value set "130" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 1 .50. R=123 U=260 12-5-1 5 2-7-1 0-6-3 � �10-1-8 M(B1) R=164 U=173 R=-89 RIAI U=76 RL=200 4-11 -11 Over 4 Supports --- R=176 -'R=116 J=155 W=8" Design Crit : FBC2014Corn/TPI -2OO7(STD) q Q •••v S�•••� PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .OGr 04 1 RAhTy. F /-/4/-/-/R/- Scale =.5"/Ft . "NWINNING!" FILE AD AND fOL LOW ALL NOT IS ON THIS DRAWING • • TG L 20.0 PSF REF R6384- 23272 •.IA9'ORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • 4 Trusses require eaT tame cera In IebriteTinq. nenelinq. snipping. insTellinq end brae lnq. peter To ane to Ina IeTesl aeitian el SCSI IBulleing Component SereTy Inl.rmnllnn. by TVI entl WTCA,, lar seleTy p,ectices p r ♦ TIC L 7.0 P S F DATE 09/08/16 n perinrminq mese lune Tions. Installers Snell p "I . Temporary br..inq per PCSI. Unle„ n.l ee oTnerwI op cbnre snnll nnve properly elTecnee sTracTurel she et nlnq ane bolt..more snnll neve a properly eT 1ncne igie ceiling. le,.,I.n, snow. I., pe—Den, lateral resTrelnT of webs Snell nnve br.clnIF 'nsTelled per BC ATE • D L 1 0.0 P S F D RW H C U S R 6 3 8 4 16252341 ions 113. Bl or BTO. as eppli cable Apply pleT es To eecn lace or truss ane p.siT'I. es sn.wn above ane o �� •. L - PSF F -E . ,he IoinT Derails. unless ..Tee a nerwise. Reler to drrewings ,BDA-: for sTendartl plain poslTiOn,_ � •. OP • L D D H C N G SSB/DF AI e. a eivisf.n of ITW Buileing Components Group Inc. Snell n.1 be resp...ible rot any eavieTi n Ito. Tn ?r w ♦ C .• Brew,ng, any lellura Io Haile Tna truss ,n conlor.ence wit. ANSI/IPI 1. or for nenelinq, ,ni ppinq.o ,�� /�' •...0 R`.•• (�` AN ITw COMPANY in,relleTi.n a bracinq nl Trusses. /y S v OT. LD. 37.0 PSF SEAN- 754172 A uel enructu re TAU 01winIf:' eater pep IleU n9 TAU erewlnpd".of ee f utpfune.tlof pre/en lanai enpinr•e.rinp //// A'At GG ------ —-- - ------ --- refpenfelllly fsl.ly r lt ITT r IN. 01..19. fNorm. TN. fueelity .nf.oirewlnp for any ftIf tN �/// �/Op•}�e� (` 240OLAke Lkanpe DF.,Svile1511 r.apenflelllry of tn.11.11011.9 D.rl9n.r p.r ANSIITPI 1 Sac.t. -`•/�/� p p�{•" DDR FA`• 1 •25 --- OrlandD.FL 32837 F.r m.,e i.r.rma inn , tnl, I.b , q.ne,.l ..Tel p.qe .rd The,.web S PACING 2 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 FL COA#0 27A AI P INE .Ipineilw tom TPI www.Tpinsl ar q: WT C A. —lbclnduslry c ICC ,,,Are .1q nn mn/�nt< THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C5C ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MIVFRS with additional C&C member design & Lumber value set "13121" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 11-1 1 R=129 0=163 5 x 2-7-1 —__ - � R=45 Rw=56 U=7 8-9-8 2X4(Al L'1-0-0J 4-11 -11 4-11 -11 Over 3 Supports GK`SF R=254 U=203 W=8" RL=148/-22 -` Design Crit : FBC2014Com/TPI -2007(STD) SF •• PLT TYP, Wave FT/RT=20%(O%) /10(0) 161 .04 04'1'3 I QT 1 1 /-/4/-/-/R/- Scale =.5"/Ft . "y!ARNINGI•• Nr&D AN0 1111.10111 All N0TE5 ON IRIS DR...(;! • 0. • T LL 20.0 PSF "IAVONTANI'• ruRNISH ,NIS DRAWING TO ALI CONTRACTORS INCLUDING THE INSTALLERS. R E F R6384- 2 3 2 7 3 ,r.eeee reglllre en roma Pere i. InbriceUng, nantlllnp shlppinp, Inslellinp entl brecinq. Reler In entl w * D L 7.0 P S F DATE 09/08/16 Ino Ia1es, ealllnn oI Rf.51 IBullelnq Cmnp.nanl Solely Inlormnll.n, by TPI end WT LA) for selety preclices • 1.perlerminq hese lunc,lons. Inslellers Snell pr—id" Ie....... brac h,, par BL11. Dnless Melee .Ener � . lop mora Snell neve properly ellecnea s,ruc,urel ,no "Ill, one boll..cb.re Snell have a properly allec e w • rlgi1.., TernqLereli.ne snows I., p......n, let...1 resvei.I .r webs sn.11 n... brerinq insulletl per SS ' DL 10.0 PSF DRW HCUSR6384 16252305 1. t ens B3 By.r 810, es epplrceble Apply pleles ,o e.cn lace .l tr.9f one pos , No above an a —... O In. loin) Delells unless n.1 ea alnerwise Raler t. erewings 160A-2 ler sleneere pl t p 'tions. d Lpd � AI �� • Q- • LL 0.0 PSF HC ENG SSB/DF o airlsl.n el ITW Bnileiliq Lompo.e.,s r.r..p 1.r. Snell n.I be resp-,b.1 r y e s-e1 on rro. I • / ,O ,.• araMinq any leilure In nulla lbe Truss in rgnl ermenre w'Ih AN 51/tPl 1. or Inr banal-nq. sb'ppinq, Q •� `O'� ,• ` AN ITw COMPANY is l.Il., e. A brecinq or Inlefee. �s 0'..,,�,,.•• TOT. LD. 37.0 PSF SEAN- 754173 A .oI ee TNI. 'Er ,g er eee.r pogo n.ueg lNl. areWlep Iaalene. eageRuNee eE preEeeuenu engln.erlhg �Rri"'V, S \_ r..p.n.INn IAr ea a r Ter IN. uu gn .neon. Th. .e n.Ni iEr ena N..el t u ar.wing for .nY f.r.... r. I. Ln ,O NA` �1 D U R. FAC 1 2 5 24M Lake Onto eDr.,Suite 150 espen sl b l l l ry of one gellaing Designer per ANSI/TPI 1 sec.t. Ij OrIAOJn.FL 32837 For more inrarme a nn see IniT ion s general Holes pnge Bile Inose wen I,— FL COA 00 279 ALPINE .1pI Mellw.c : TPI ww.Ipinsl.orq. WTCA. sbcine.elry rom ICC. ,ere .,q SPACING 24.0" 1REF 1UTX6384Z07 THIS OW PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C3) Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -206# MAX. (See below) from a non-wind load case requires uplift connection. Top chord 2x6 SP #1 Dense Bot chord 2x4 SP #2 140 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Lumber value set "138" uses design values approved 1/30/2013 by ALSC BC DL=4.2 psf. GCpi (+/-)=0.18 Special loads Deflection meets L/360 live and L/240 total load. Creep increase ------(Lumber Dur.Fac.=1 .25 / Plate Our.Fac.=1 .25) factor for dead load is 1 .50. TC- From 55 plf at -4.00 to 55 plf at 2.97 BC- From 4 plf at -4.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 2.97 TC- 113.00 Ib Conc. Load at -3.82 Wind loads based on MNFRS with additional C&C member design & reactions. R=-206 Rw=337 U=104 10-3-1 1- -1 R=-20 Rw=93 U=17 a-s-B 2X4(All L 4-0-0 lP�-11-11 Over 3 Supports fIR=795 U=1187 W=8" c�++ 1% RL=357/-60 GF�/Lj z' Design Crit : FBC2014Com/TPI -2007(STD) • V` SF •• PLT TYP, Wave FT/RT=20%(O%)/10(0) 16. 1 . 04 '3. 1 QT 1 L/-/4/-/-/R/- Scale =.5"/Ft . "WARNI NG1; Rf AD AND"u".ALL NOTES OX THIS DNAWINGI • O. • T L L 20,0 PS F IAPORIANT" rURNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS • R E F R6384- 2 3 2 7 4 Irussas require -frame cera In fabricating. handling. snipping. installing and bracing. Reler to and II or • * * D L 7 0 P S F DATE 09/08/16 the latah eeltlen el SCSI IS.Ilaing component Safety Information. by TPI and WTCAI for sale, practices :41%. perlorming these lunrt Ions. Tns tellers shell pr ovitle temporary br.... per PCS:. unless noted other e :tap chard shell neve properly attached slrutturel sheelhlnp entl bottom chard shell nave a properly oiler ri g,it railing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per S ATE • D L 10.0 P S F D RW H C LIS R 6 3 8 4 16252027 s NJ. RT ar RTO. as applicable. Apply plates to each face of truss nntl position es shown above en tnatloi nt Dateils, unless noted atnerwi,e. Refer to dr.win s 160,-E for standara late tions. ALP-NE III,—. a aivi,iro or 11W R.,ldin com is erne :nr. :Hell hat be ro blepfor paatlevioften from Iw �o •� ^ P••• L L 0.0 P S F HC-ENG S S B/D F q poo p asp ons ani • p O era,r�qany la;wre to hau a the cross to conformanra with ANs:IrPl t, r fnr�nanallnq. nlpp�ng, % /(� •a �OR e•• ,t 'TOT. LD. 37.0 P S F S E A N- 754779 AN ITw COMPANY .n stalleron A brarinq of vusses. en i� �(1 ••••r•�rrr•• A A Ent en Int. InrinN er corer pya IUtle1 talo Irerina In/len•. sec.o unc• bl f,rblooaenl enllnm ln0 — r..p.aelNnlLE sl•1) to iM N+lyn .her.. Th. Aul UellltT ane u.a el LhU enrin0 ler enT .tractor• U to 9 �IO�e`.E�� DUR FAC 1 .25 24fNI Lake Oninge Ek..Suite LNl roof,•..LeulAy er the Ie TTUe1•e.11ner f,ar ANSI/TPI T Sec.x. �/ a—• OrlendD.FL 32937 For moraloformatlan Sao this lob , go...If note, page and these web „te,. SPACING 24.0" JREF- 1VTX6384Z07 FL COA X0218 ALPINE: elpin.itw.0 nm; TPI- www.1p—i,ort; WICA: www.shrindustry r . ICC. rsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C3A ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP k2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Wind loads based on MFRS with additional C&C member design & Lumber value set "136" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 5 T+11 7-1 R=77 U=169 1-91-1 0-6-3 V� Y_�10 1 8 � R=35 Rw=41 U=20 3X4(81) R=112 U=112 RL=137 14-11-11 Over 3 Supportsi (R111Aq/�� oJ� 'S'F •��% Design Crit : FBC2014Com/TPI -2007(STD) ' V� S�•+• PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 . 041-'3. 1 QT 8 L/-/4/-/-/R/- Scale =.5"/Ft . "WAflNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • O. • T L L 20.O P S F IAVORTANT" FURNISH THIS DRAWING TO AIL CONTRACTORS INCLUDING THE INSTALLERS. gtR E F R6384- 23275 Trusses require extreme cera in Iab,iceting. handllnq. shlppinq, nnstamaq and bracinq. Rale, 1a and �. * D L 7 0 P S F DATE D 9/D 8/1 6 the Inn a,t edltlon of BCSI INan Idlnq Camponent Safety Id Its—tion. by IPI and WTCA) for solely prod Ices • to Derlorminq mese funcllons. Inst ellers Snell provide ,nmporery bracing par RCSI. Unless notae other e • • _ tap the d n 11 neve properly etlecned Strad, site e,hinq end bol to chord Snell neve A properly el tac� w • r qI• c I- g. Loul!ons shown for parmenent le,erel ras,relnt of webs shell have b q Instal lee per = ATE DL 0.0 PSF DR HCUSR6384 16252350 'en B3 By or 610. es eppllceble Apply plates to earn lace of buss bite post'o shown .bare e �� ells unless noted olnerwise. Refer to drew,ngs 160A 1 lar standard l Positions + - - d tit- ,o- t D ° P 9 • �. Q' .+ LL 0.0 PSF HC-ENG SSB/DF Alp na a yl:,an of Irw eallalna campbnenl, creep Inr. ,nail not ba e,pan,'bIa r y aey et o from , +• O • d nq any fellura Io build the ,fuss in ronlarmence with AN 51/iPl 1.ror for nantll'np, sol • AN ITW COMPANY In,telle,lon A hr acinq of „n„e,. °°Inq.ai,�� +'•..OR,.• '`G� TOT. LD. 37.0 PSF SEAN- 754175 A w•1 •n tNU Irr�InN sr 10:0r pp IlAtlno INIA enwlne, Ina c•U• •e uyune. er yrer.0 lona •npin.•riny �rrli v� N - - - —. -. -- - --- r•[p•n•I.Illtr Aela) 1•r wslyn IN— Th• Sul u•I It)•n•w• o/ L IA enwlnp for •ny avucLur• U to �I� 241NI Lake CII CIT..Suite ISO r••p•nflN lltr al ,h• Building Dw I•nar p•r' ANSI/TPI , 4•a.t. i ,ONA� DUR.FAC. 1 .25 Orlando.FL 32837 Far mar. InI-THI ion , e this lob a general nate, Paqe and Ihase wab e, ��YHMUIpalso $PACING 24.0” JREF- 1VTX6384Z07 FL COA#1279 ALPINE w elpinelt .c wow . TPI .1pinsl.ort; WTCA ,baladustry cam ICC: csele q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C3C ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP k2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Wind loads based on MFRS with additional C&C member design & Lumber value set "1313" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. �5 R=69 U=100 10-3-1 1-9-1 R=26 Rw=32 U=7 8-9-8 M(Al) Le-1-0-0�:;j ij-11-11 Over 3 Suppory R=183 U=176 W=8" >lp►S F �°'y�g R L=1 16 O��♦♦•• • ••..��/L S '• �Y Design Crit : FBC2014Com/TPI -2007(STD) 4� • _PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .0$ 04,W_. QT /-/4/-/-/R/-/-/4/-/-/R/- Scale =.5"/Ft . -- "WARNING!•• RFOLLOW ALL NDif$ ON tH15 DRAWING! IsPDRAWING . TCILL 20.0 PSF REF R6384_ - 23276 "IONr,NI" IIIgN15N THIS i0 ALL CONLq,C10g5 INCLUDING THE INSt,LLEgt. • irussas extreme care In lebricetin handling. shipping. Installinq end bracing. paler Ln end I require q. 9 PP g. tc L 70 PSF DATE 09/08/16 the lel est edil ion of SCSI tBVllt ng Cemp en ant Solely Inlormatlon, by TPI end WIC,) for safety pr ec:ices e to performing :nese functions. Installers :Holl provide tempnrnry breclnq per BCSI. unless noted other wi e lap chord shell Hove properly et:ecne0 s:ruaturel sheathing end bhtlbm chortl shell have B properly attache ; ATE L 1 O,O P S F 1 n. LPnaunns snnwn Ing permanant lateral restrelot of web, ahnll have bracing installed per a HCUSR6384 16252294 • DRW 1' n BJ Bl or 810. es eppl bl Appl, ple:es to each lace al truss end posit hown above and ♦ 1 n lee B t liannof ass nBu d th sa. paler to drawings ,BU, I far s:endard pl to p titins. /�•, �OP♦.•• �S. L L - 0.0 P S F HC-ENG SSB/DF l'I�LI ,lp'n d of Irw Ba la q c ponen:s Group oap Inc :Hell not be respons'ble / y aevlat-nn tram In 6' •♦' O ♦ �,C} dl nn any failure Ia build he ass in canlnrmence with ANSI/TPI 1, or for hnndl-ng ppleq, AN I1-w COMPANY -n-11—on A bran on of Ira ,. sh F ♦ •••+•••0' ♦ G TOT. LD. 37.0 PSF SEQN- 754176 A .eel en tole •rewln0 er cover poo II'll", Lou arewln0, uela.l.. eeeep une. o/ prb N..lbnel enpine.r Iny �I� / - - -- --- - ---- Iopanelell ITT eelel) Por IAe delyn .hewn. The eul uel lit .ell use gf l le enwinp rot enr eV velure Ie In BUR. FAC 1 25 .y 201 LakeOrPgReDr.,SuiteIso ...penalelllly e/ she e.11einp 11-1gaer per ,N51/TPI , sect. 7�-wp..-0'•A.",.aet{l OrlanJn,FL 32837 for mare nlorm.:Inn this lob's general 1- Pane and there an 1111% --v S PACING 2 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 FLCOA00278 AtPINr. nlpinarlw.con, rpt f :pinst orq. WTCA. sb,,ndaavy n ICC ofe erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - Cl) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #2 BC DL=4.2 psf, GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MINFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 1 .50. " LEVEL RETURN REQUIRED. LEVEL RETURN AND CONNECTIONS TO TRUSS AND WALL DESIGNED AND FURNISHED BY OTHERS. NOTE: CONNECTIONS MAY BE REQUIRED TO RESIST 1 .5 TIMES THE MAGNITUDE SPECIFIED ON THIS DRAWING. CONSULT THE BUILDING DESIGNER FOR ADDITIONAL INFORMATION. R=-102 Rw=200 U=47 �9-5-1 0-1 -1 5 � B-9-8 R=5 Rw=31 U=1 0-0-1 2X4(A1) 7-2-10 R=0 U=0 Rh=-226 RL=549/-128 " J 0W?-2 �— 4-9-9 Over 4 Supports igY�wy�y&► R=386 U=700 W=8" Rh=226 RL=105/-334 OO��'•`v,.`. • .•�.c■• /� Design Crit : FBC2014CornD//TPI -2OO7(STD) �••� .S�•••' PLT TYP, Wave FT/RT=20/D(O%)/10(0) 16. 1 .Of 04 . 1 TY:t'I /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!" HAD AND FOLLO■ALI NOTES ON THIS DRAWINGI . TOLL 20.0 PSF REF R6384- 23277 IWDfl1ANi-' FURNISH THIS DRAWING 10 ALL CONTRACTORS INCIUDING THE INSTALLERS. ■ IF:, pet ITS, care In leer tcettn henelln sni In 'nslell in ane bract" Rerar to and 1 • _ regn:ba g 9 PP A. N R ■ DATE 09/08/16 the Iaest eenlon of acsl IRwlinst component l prey d�e iemeuar. be, til ane w1cAI ror lelety tedI.cat es L 7.0 P$F 1 p rl g (nese /unctions. installers shell pro a ee temporary bracing per RC.S1. Unless noted otherw' _ - - I p nn a .hell neve properly ettechee structural g c s p per y e O sheethtn eon bottom hore hall A I attache 'ge -r g. lorrron: mown for prrmrnent lateral reslrelnt of web: snau na.p e - o lou ea per R DL 1D.D P$F DRW HCUSR6364 16252028 .tiNF r eta. es applicable. Apply pear: to each lace of vaso ena posnl n n oeope no • i __-_ n ton RDetails,iamass note' olherwl:e Reser to erawrn , IROA-z ror slanaera L '1' ns. a ��0 a p p `�P•.•' LL 0.0 PSF HC ENG SSB/DF Alpsne e' or Irw Rolle-ng component: troop Ina. Ina n not be ,esponsiele r y e soon rrhm In oar\ ■. R errwlnq. y 1 Ilu re to anile the I uss In con/ormsnce with ANSI/IPI I. r lar nenelinq ppinq. • ■� AN ITW COMPANY "stella-on A hrerlaq al Irl. shI �i ■• ''••�■•• �� TOT. LD. 37.0 PSF SEQN- 754776 A uei en tole er ewln•er Fit Paye lUtlny tnu anwlnf. Inelcet.e eeeeo once e! pre/enlenel enpineerinp SII �, ` - - - ----- ------- — - -- - ---- ropenelelll y es m y for the eel•n mown. Tne cul Uel Ity ane uee el l le erewley ler c any nrutun U to 241X1 Lake OrwlRe Dr.,Suite 151! ee.enelelllL,•' the°•Ilei^,Dralener per ANTI/TPI I see.:. o4t1IIW1`W�W DUR.FAC. 1 .25 - Orlando,FL 32837 For ano nlnrma ion sea thio job a general onips page, and these wee sileA SPACING 2 4,Q'� J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA ND 278 ALPINE: cone r:c^ : TPI: e— (it,a orq. WICA. she d-traom y. : ICC ale orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 sentinel - C1A ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Wind loads based on lVWFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 5 F— -9-1 R=25 U=58 0-1 -1 0-6-3 R=11 Rw=13 U=8 3X4(81) R=37 U=29 RL=43 0-11-11 ver ajupports Ildll/p/��/ ��p►S F��///9 Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0f 04 . 1 TY:9 /-/4/-/-/R/- Scale =.5"/Ft . "WANNING!" RHO AND FOLLOW ALL NOTES ON THIS DNNWNG . TOLL 20.0 PSF REF 86384- 23278 IWONTANI" FURNISH THIS DRAWING I0 At[ CONTRACTORS INC11101NC THE INSTALLERS. • I*� Trusses require ealrerne cera in /ebrlcelinq. nanolinq, snipping, Inslelllnq end hrecinq. Neter to end r 1 the leleal •ditlen al Btil IBVfIdIOB Component solely Idlgrmellen, by TPI and WTCA, rqr aalely practices . L 7.0 P S F DATE 09/08/16 1n performing lease rencugns. Installer: snail preside temporary hrecinq Per RCSI. unless doted .1 in e • _ ___ _.. . ,op more shell hove properly attached struclerel sneething end bottom chord Shall neve a properly etlecna a ATE DL 10.0 PSF DRW HCUSR6384 16252360 it I' q. lecet,ons mown for permanent lateral restre,nl al webs shell have bracing 1 stalled per B c1,• BJ B1 or 810. as applicable. Apply plates to each lace of truss and pos-1 how" above eno �� •�• -_-. unless iso R ler to drewln 160A-2 (or standard lel s'sions. the le 1 Details noted In a gs P P Q`• LL 0.0 PSF HC-ENG SSB/DF Q O Alpin A Bien of ITW B Id q Comp nnenls Group Inc. snail not be responsible I y dev'el'on front Ih y�oi/►•♦•♦ C O O`O •♦• drewi nal y /eilnre In build he truss in conformance with ANSI/tPl i. nr for handl- sh /� ^ • - --- ---- - -- ------ ANITWCOMPANY inal.11el-en A hrecinq of Ir ,. eq PP eq- �� F •'••■•.■••'' TOT. LD. 37.0 PSF SEQN- 754178 N uel en INIa tlrewln•er cewr p.p Ilu ln• tAU tlrewln�, Intllnua aupunce eE preT u.lena .npl n•.r l np //I ----- - -- - — -- -- ----- N 'y respnalnlllly aeury roc tn•4is .hewn. Tne tut uhf IAy entl ua•of t Ir tlnwlnq for any uructun a th 241N11.RkeOrangelk.,Suite lSO r•rpeeuelnly at IN:eennn•o•rlgn•r p•r ANSInPI T s•c.x. /�/hy�0��uw�M OUR. FAC. 1 .25 Orlando,Fl. 32937 For more inform.t on . e this lob s general notes page and Inose wen Sills S PACING 2 4.0" J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA#027N AIPINt. www adpineilw.c IRI www.1pinst.erg WTCA sla—d-try c ICC: sale.erg THIS DWG PREPARED FROIA COMPUTER INPUT (LOADS d DIMENSIONS( SUBMITTED OY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - CIC ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean IT t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M2 Wind loads based on KVFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1 .50. R=-14 Rw=52 U=23 5 F- - 9-5.1 0-1 1 R=5 Rw=10 U=2 2X4(A1) L,1-0-0j 0-11-11 ver upports R=137 U=294 W=8" ``G�►q7 F�.`��i9 RL=109 OQV..•`•'� ��'•,•�'/,� Design Crit : FBC2014Com/TPI -2007(STD) 3 •••v s�•••• PLT TYP, Wave FT/RT=20%(0%)/10(0) 16. 1 .0 04AA A ikTY. F /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!** RfLO AND fOLIOM LLL NOTES ON THIS ORAWINGI • TG L 2 0.0 P S F R E F _ R6384- 2 3 2 7 9 • yr INFOR1ANr" IuRNISN THIS DRAWING 10 ALI CONIgAL10g5 INCL lI01NG INE INSiALI FRS. • Ir.tset eetreme care in leericelin nenelin thi In Instellin Bntl hrecin R.ler to entl to • require p 9 PP 9 g 9 • Lhe IeIe,I :h nr acsl Ie.11eing rempenenl sorely lelermetlne, by rPl ane wrcA1 rnr ter.Ly p,.clle., p r • • TIC L 7.0 P S FDATE 09/08/16 In purl q Ih... functions. Installers shell provltle temporary br,,,nq or RCS,. unless noletl otherw Lop cho a hall noun properly ettecnee structural sheatnlnp end DotLom chortl shell have a properly .tt acne • w.b, hell nee. brae- In" d /(� • ATE • DL 10.o PSF DRW HCUSR6384 16252307 q e c 1' g. Lecellens shown ler permenenl lateral rri Ant et s q per BC • -ee BJ Bysoro nBlO es eppllceble. APPIy plates t. each lace of buss entl pus-1' " .Dove ane o ,, • • In to I 0 Ile nnI... net a to wise Refer to arewings 160A Z ler steoeer0 pial p ,.en:. a •• •• L L 0.0 P$F HC-ENG S S B/D F Alpo a or Irw Bele g rempon t Groep Ina. ,nen nqL be .:punt'eIe r y de-1— r,em In 4�� F�O R,Q•.• e. e q any lellurn Ie bonne h rss In chnlormence w,th ANSI1tPI 1, .r In, henel- g. h,ppinq. ••••- •• \ AN ITW COMPANY in,L.II.L,.. a hre.inq of Ir. '�y,Fl�'�,� •�•''�� ' OT. LD. 37.0 PSF SEQN- 754179 A wl sn lNU tlr•wlnp •r eer•r pq• Ilu lop tnU tlr.wlnyy, Intlieuu •eD•y one• el pr•I••AJ•n•I •npin••rinp �I� ropnel•Illtr ••I•Ir rnr tn• bripn enewn. TM rult•bllltq.nil uu•r 1111• er•wlnp for •nY eVuclur• Ie Lh ki/�� N A� 241x1 Lake Orange R..Suite 1141 r•rp•nrl•11ItY•1 tn•B•Ilelnp Deelpnar per ARsI/JPI 1 S•e.z. "191;14 ""ll�l� DUR FAC. 1 .25 (Mande.FL 12937 Inr m. nr.r mellnn se! Ihil lob t gene,.l ntel page ane Ihe,e wee tile, S PACING Z 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 TL COA#1278 ALPINE'. alpine l'1 w.c rPl; wsvw.III,_,or Q. WTCA:' sbcinduslr y.e ICC: safe.org nn ren nntc THIS OK PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V8 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP N2 DL=4.2 psf, wind BC DL=4,2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP N3 Wind loads based on MNFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. 4X4 = 5 5 — 0-0-4 0-0-4 13.5-11 l�A�34//(D 1)1=—Illllllllllll2l 4 III 3 4(D1) I_ 5-10-8 _I_ 5-10-8 _I fLIE 11 -9-0 Over Continuous Support R=73 PLF U=36 PLF W=11-9-0 �1on�gi � RL=5/-5 PLF OOV se "Q w ••••,•`'//� •• aS •• Design Crit : FBC2014Com/TPI -2007(STD) ? • F •� PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .00'.04 1 TY. F /-/4/-/-/R/- Scale =.5"/Ft . "WARNINGI" READ AND TOLLOhf ALL NOTES ON THIS DRAWING! • TL L 20.0 PSF REF R6384- 23280 ,','WARN T {URNISN THIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. ,rua,as regnfre ertreme care In /ebrluting. nenaling. shlppinp. Instellinp and bracing. Rafar to .nd fa ; ' T C L 70 P S F DATE 0 9/0 8/1 6 Ins latest se111on of RCSI LBalldlnp Component Sefet. Inlormetlon. by TPI ane art CAl for salary pracU<es p • / • to par/orminp mesa /nnctlens. Installers shell provide tempore ry braclnp par RC51. Unless noted oteerwi • tap chard ,Nell neva .raper.. etlec hell structural shealhing end bottom chord shell neve a properly attache A rigid calling. Leeetinns ,Hawn for permanent lateral restrelnt of webs ,nail have bracing Installed per RG �O ; A DL 10.0 PSF DRW HCUSR6384 16252291 ��O the.Join 87. Ry er RID, es app.d .1h... Apply plates to eaell face of truss ane pofltion e, ,nown eeora ena a — 1Na .slot De1e11, unless noted otherwise. Reler to drawing, 1808 Z for slandald plate pasillon, I '•. •• a '• d ( �Q •• LL 0.0 PSF HC ENG SSB/DF Alpine a elven.n of IrW Rullding Components Group Ina. Snell Nat be responsible 1 ny eevietion Irom In �j �� O R •• erawlnq .n. tai lore to bel la tna Irus, in ro�fnrmenee wlln ANS"" 1. .r for nenai q snipping. z ;yt � ••w•w•�•�ee• AN ITW COMPANY install Alen A brerinq of Irnss.s. �y, ss/ �' OT. LD. 37.0 PSF SEQN- 754182 A sol .n thU drawing er serer pq. IUting th Ls drawlny, Inelcetda :,11 1, of prefenlenel enginaerinp �I/ Al Al nspnslalllty Maly lar tna H+Igo +navel. TM ful ubl lt. ane use of t U drawing l.r any nructure la In kIN IN 241X!LAke Ormige Dr.Suite l SO res pan s l b l n t .1 the eallGing De s.yner per ANSI/TPI t S.e.g. tbypygtt�11uLtpttb DUR. FAO. 1 ,_25 Or1AIld4FL 32837 For more nformelion see Inn Iob s general n01.1 page ane these wee SPACING 24.0" 1REF- 1VTX6384Z07 FL COA00279 ALPINE: w alpinweitw.com: TPI: WnW.1pinst.org; WTCA: sbalndustry.tem: ICC: www.IEnssfo.orp nn fon r^sn t c THIS DWG PREPARED FROM COMPUTER INPUT )LOADS A DIMENSIONS) SUBMITTED BY TRUSS MGR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V9 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.28 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on KMFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. 4 X 4 = 5 5 F_ 3X4(D1) 3X4(D1) 0-0-4 0-0-4 �14-3-11 2X4 III L 3-10-8 J, 3-10-8 J i7-9-0 Over Continuous Support R=72 PLF U=48 PLF W=7-9-0 �:,Ns, RL=4/-4 PLF O ••..��+7/� Design Crit : FBC2014Com/TPI -2007(STD) e••v S�•••• PLT TYP. Wave FT/RT=20%(O%)/10(0) 16.11 .0 *04 60Y.' F / /4/-/-/R/- Scale =.5"/Ft . "Ng11RNING!" READ AND EULLOW ALL NOTES ON THIS DRAWINGI • TL L 20.0 PSF REF _R6384- 23.2.81 IWORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUOING THE INSIAIIERS yr Trusses eetreme care in lebricetln henelln shl n Instellin end brac h Reler to ane le • - eg.ire g. A °pi R. R A R DATE 09/08/16 ,he LtasT eeillon o/ RCSI lnuflefng [emponenT Solely Inlormetion. by TPI Ane CAI ler ,slaty pr eclices p r T C L 7.0 PSF F Te perlerminq ,nese IuncTlens. InsTellers Snell provide temporary bracing per""RCSI. Unless Holes otnerwi A _ Top Chord ,nen h..e pr" IF 'I'. Tied ,Trotwrel sneethinq end boot there shell neve a properly eul Ih. DL 10.0 PSF DRW HCUSR6384 16252289 ",I. ceiling. Ioce.lens shown for permanent leterel rw roo, of webs shell have b,ecinq Installed per RC � � � • Te sections 11 11 er BID. es eppll 01 e. Apply pleTes To Rech lace of truss end posit' now, above and o e , ,he joint Detell+. nolo,: n.T a to wRele, to dr.wing, 160A a rer ,Tenaerd pI t p 'uon,. SO* ", `QP••' L L 0.0 PSF HC-ENG SSB/DF Alpha a elvi0o, o/ IIW Tt'Id' g Compo,e.IS croup Ioc. Snell no. be respon..... f y devietlon Iron Th s�� •• lO R •• ` Brewing. any Is,lure Ie Haile the truss in conformance with ANSI/IPI 1. or for Handling pping. 'L7 • • • �' - — - - nN!rweoAncaNv in,telleT,en a bracing el Ire„e, b' e• '•�•' • OT. LD. 37.0 PSF SEQN 754183 A nal en LAI. Ir wing sr caner pe;e :=11101 ln log LAIR Inwlne. Ine!cIL1e eec.7 unn eL pre/.ulenel enDlneer l nl y�� A --_ --- - — -.. ropnae111TE alaE hr LN. Uelgn eNa.eTN• eul uel IL) ane use o1 A I. erewing /or enl otructun U eN �S�0 2400 Lake OraTpe Dr.,Suite 1% respeeslelllry.1 IN.N.u/1ny O.elge.r per ANSI/M 1 soca. "'•�1///pp �µN1p� DUR.FAC. 1 .25 _--Orland..FL 32937 le, more ole,m 1— , e tnl, Inb , geeerel eel., pAge -d These wet, ,ITR,. S PACING 2 4.0” )REF- 1 U T X 6 3 8 4 Z 0 7 FL COA NO 27A ALPINE elpinellw t IPI www.t pinst .o rq, wTCA. www.ebcln duslry.c ICC www.lccsele orq nnlnn nnT< THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB1 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 18.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "130" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L1240 total load. Creep increase Provide for complete drainage of roof, factor for dead load is 1 .50. Shim all supports to solid bearing. 5X5 = 5X5 = 18-2-7 q (a) 3X4 (a) 1 11-11-14 5 3 X 41 0-Uj11 < 28-2-15 Over Continuous Support d. R=77 PLF U=41 PLF W=28-2-15 RL=3/-3 PLF O��•.•• • ••.• Note: All Plates Are 2X4 Except As Shown. Q .• , SFS`• Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(O%) /10(0) 16.11 04 1 jTY.%2 F /-/4/-/-/R/- Scale =. 1875"/Ft . "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING' • TCL 20.0 PSF REF _ R6384- 23282 IWORTANI" FURNISH THIS DRAWING In All CONTRACTORS INCLUDING THE INSTALLERS. • • Trneeaa 1:411 egalra 711111 eme c.re In l.ericelinq, n.nelinq, snipping, Installing .nd bracing. Reser to end r4I • T • L 7.0 P S F DATE 09/08/16 tna Ines neition el Dcsl IRulleinq component Serety Inrormau on. by TPI ena WtcAl for sorely practices • o parinrming mese /unctions. Installers Snell provide temporary bracing per RCS'. Unless noted alherwi ' • top chore shell neve properly attached structural Shea ening and bottom chord shell have a properly attache A ;;ATE . D L 1 0,D PSF F rigid ceirng. Loceuons shown for permena", lateral restraint or weba she I nava erar�nq Instel�ed par e • DRW HCLISR6384 16252299 ^ secu ons ea ey or oto as applicable Apply plates to each race of cuss ene pos-r sown above an .A% • the Inint Details uaess noted to rwtse. Refer to drawing: 160A-z for standard plate p T ons. -!/'y ^ Q+••.` 4 �O Alpine e dtvtstgn or IN Ru ld' g components croup Inc. shell not be re spons'ble r y e v'I neon From to �'�t7�.••�•^�O R`Q•.�\ LL 0.0 PSF HC-ENG SSB/DF drawing any Inilure 1n bursa h Truss in ronfnrmnnre with ANSI/IPI 1. or Inv henel'ng, sh pp g p ••• �� ---- _- - - ---- - AN ITW COMPANY installer nn A bracing of Irl . . Oy v `•�'• TOT. LD. 37.0 PSF SEAN- 754184 A fell on fall dr" r slog sr eeeer pp IUting tNle er sen loosen ee ecu ranee e/ pre/nelenel engineering ��II A' -- responsibility solar ler C1N.eeflgn sheen. rn. .aL.e14iL2 fee gs.er tRu er.wing ror .nr urgetar. If to NI s/0NAL�_.e DUR. FAC. 1 .25 24Ixl Lake OraTBe U..Suite 1541 raspenslblllty•1 IN.gellelrtf Designer per ANSI/TPI 1 Sec.2. unngg�p�guv��►� FMand..FL 32837 For more inform oo sea tnla job s general orales page and These web s nes. FL COA NO 278 A IPINt ssWo alp—,tw coor. TPI. www.tpinst—ti. WTCA. sbclndustry.c . ICC: safe.orq S PAC I NG 24.0" J R E F- 1 V T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V1 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 17.11 ft mean IT t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP k2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP k3 Wind loads based on MOVFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation contractor, factor for dead load is 1 .50. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. See DWG VAL160101014 for valley details. 4X6 : 5X6 = 5X6 = 5X6 5 (a) (a) (a) (a) (a) (a) (a) (a) 9-4-4 0-0-4 as �12-3-5 9 3X5(D1) - 4X6 = 4X6 - 4X6 = I, 22-4-12 _J_ 29-2-12 J fF 51 -7-8 Over Continuous Support ,l �nnttup�� R=75 PLF U=45 PLF W=51-7-8 r�►S F�/A�j��gy RL=11/-1 PLF O`� •+••• • •+•'' ,� Note: All Plates Are 2X4 Except As Shown. Q .•'� $�•'%* Design Crit : FBC2014Corn/TPI -2OO7(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .OQ.04 1 A TY. F /-/4/-/-/R/- Scale =. 125"/Ft . ••wARx1y l•• READ AND EDLl.ALL X01115 ON 1X11 DRAWINGI • • TC L 20.0 PSF REF R6384- 23.283 IApORTANI" IURNISN INIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • • Trusses • • ragelre "'BCS rem. cera in reerlcaUng. handling, snipping. Installing end eracing. Rear to end / I • • DATE 09/08/16 the latest seltlon of BCSI IBullefng Component Saety Inlormetlon. by TPI end WTCA) for safety preeUces p�l I • L 7,0 PSF F ::,1 o per/arming Ihese /unttlans. Installers I. pro,ide tem:odsry breclnp per BCSI. Unless noted otnerwl Lep the rd shell here properly attached structural sneethlnq end bottom chord shell neve a properly attache •j g� c.ill.e. Location, ,hewn rar permanent fates re,trant or weer ,hell here eracing ,.stelae per B .Q +� ATE . DL 10.0 PSF DRW HCUSR6384 16252310 nations ea. RT er BID. es epplieebla. Apply plates to each race o/ truss end position es shown rear. end +• the Joint Details, unless noted otherwise. Reler to drewings ,BOA-1 for slanderd plate "'IIIons. a �p� Alpine. a division of ITW Building Dam Gra. Inn shell net be re, n,Ibla far . devlati.n from th O,�'• �(OR�QP•• L L 0.0 P S F HC ENG SSB/DF P R Pona� P P^ e Y 7 �� ,hewing, any leilure ro build the truss ,nf,rm,nc,With ANSI/TPI 1. or In, handling. hipping, �••• +• ` AN II-W COMPANY i.,t.Ila ine . erari.g dr tru,,n:. �.,, ��•• et*TOT. LD. 37.0 PSF SE N- 754185 A nal en sNU grewing er carer pp IUting tnU drewln Inelea es eau once er prefer lana englnuring G ----- - -- r.epeneleilny eaay far tn.aagn.been. The sNlue141Ly end lie.or title "The far .ny urNcler. a th til /�11fA�. `� DUR. FAC. 1 .25 241X1 Lake Change Dr..Suite 1.50 responsibility of the•ending Designer per ANSI/TPI T Sete¢. b'wgWU1WIWgtM� --.. - Orland..FIL 12NT7 far m.,. afermeua. see this lobs general page and the,.Wae FL COA+W127A alli alple.i�Iw on EPI: www.tpinst.org: WICA: www.she Industry.corn: ICC: wnw.iceeafe.org SPACING 24.01REF 1VTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V2 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 17.53 ft mean hgt, ASCE 7-10, CLOSED bid?, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M2 Webs 2x4 SP N3 Wind loads based on MWFRS with additional C&C member design & reactions. Lumber value set "13Brr uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation contractor. factor for dead load is 1 .50. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. See DWG VAL160101014 for valley details. 4X6 5X6 - 5X6 = 5 X 6 s s (a) (a) (a) (a) (a) (a) (a) (a) 8-6-4 0-0-4 13-1-5 3X5(D1) - 3X8 4X6 = 4X6 = I_ 20-4-12 29-2-12 _I fF 49-7-8 Over Continuous Support J R=75 PLF U=45 PLF W=49-7-8 , A RL=10/-1 PLF Note: All Plates Are 2X4 Except As Shown. Q�.•'•• S'•,�'Y Design Crit: FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04 3.1 QT 1 L/-/4/ /-/R/- Scale =. 125"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! . • REF R6384- 23284 IAi0R1ANl" FURNISN THIS DRAWING ID ALt CONTRACIURS INCLUDING THE INSTAILfRS. N O• T L L 2 D.D P S F /cusses require act came cera iIt s lebricetinp, handling, snipping, Installing end bracing. 0.a/er to .nn LII w I - tna Lt.al .eltlen er 8051 IB.ilding Dcmponent Safety information. by TPI and WTCA) Ter , , 'I ,,.crines . * ! * D L 7.0 P S F DATE 09/08/16 to par/arming masa /unctions. Installers shell provide temporary bracing par BCS1, Unless noted "them 6 W - tep char. snarl n•ra properly en•cnee ur.ctursl snaeINing end bottom chord shell neve a properly attac a • DL 1 D.D PSF DRW HCUSR6384 16252314 r.gie earring. Leeat Ions shown for permanent Isterel rastrelnt of wens shell neve breclnp Instellee per S • Q �� sect Ions Ba. OT er BTO, es eppllc able. Apply plates to each face of truss end position .s shown .bore e o ;• ATE •,• tn. lelnt Deta ra. enl.,, n"ted etnarwiae. Rer.r to er.winge IeDAz for standard plata positions. • • L L 0.0 P S F HC-ENG SSB/DF Alpine. a elrlsi•n of ITW Building Components Group Inc. shell net be responsible for any deviation from t •• `OP,•• drawing, any leilurn to build the buss in conformance with ANSI/TPI 1. ar for handling, O Q • N AN ITW COMPANY rr,l elleli"I a breclnp of Lasses. 'r�� •• .•' ��` TOT.LD. 37.0 PSF SEQN- 754186 A sell •N this Or•rin0•r eswr pp Ilatlep LN a acerin Indleeue lee•yterse.el prel..elona .nDln..rinp - --- -- I r..p.nu Nlnty as ay T.r, tn. aapn en.n. In. +.T'I.Nllily .aa.+. er Lhl. er.rin0 mr .ny strN.L... I. to �iy In IONAL 1� OUR,FAC. 1 .2 5 24(X1 Lake Ormtge Dr.,Suite ISO upensi la y•T tN•D.nelog DniDnar par ANSI/TPI t s.c.x. 4FIN Orlando,FL. 32837 Far mor@ information fee this Jeb s general notes page and these web sites: "Wty�p�µ11 SPACING 24.0" JREF 1UTX6384Z07 FLCOAN0278 ALPINE: wwrs.•ipineltw.c•m: IPI: wnw.Lpinst.org: WTDA: r.Aw.sbcindustry.com; Ice: www.Iccssfe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminal - V3 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 17.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP N2 BC DL=4.2 psf. GCpi (+/-)=0,18 Bot chord 2x4 SP N2 Webs 2x4 SP N3 Wind loads based on MAI with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation See DWG VAL160101014 for valley details. of trusses. See "WARNING" note below. 4X6 : 5X6 = 5X6 5 5 X 6 7-8-4 0-0-4 �13-11-5 3X5(D1 4X6 = H0310 - 3X5 = 1_ 18-4-12 ,L 29-2-12 J 47-7-8 Over Continuous Support R=75 PLF U=45 PLF W=47-7-8 �b'g RL=10/-1 PLF � � • Note: All Plates Are 2X4 Except As Shown. Q�.•''� S►'•o Design Crit: FBC2014Com/TPI -2007(STD) ' L� F to PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/10(0) 16 1 . .04Y3.1 QT .1 1 / /4/ /-/R/- Scale =. 125"/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! o, • 20.0R E F 8 6 3 8 4 23285 "HAPORTANT" FURNISH THIS nRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T L L P$F Trusses require estrema cera in lebrlcating, nendlinp, shlppl np. Installing end braclnp. Rater to ane II w j na Ia.,l eeltlen a/ RCSI thaneing campnnenl seely Inlarmeuon. by TPI end wrcAl Ter ,eraty precti[e, * * DL 7.0 P S F DATE 09/08/16 to peri 'ng (ne,e /unttlens. Installers Snell provide temporary bracln9 7 p per DC51. U 1 s noted other . • -_ _ lop ch a hell here properly etlecnee struclarel 'n in end bottom[note Snell No. p party ®G rigid r q. tecalans ,Hewn Tor permanent lateral restraint or webs shall nese ti it hailed pergcs i DL 10.0 PSF RW HCLISR6384 16252300 ie sectio B] B1 or 810 as applicable Apply Islas to each lace of buss ane pas t' shown above en q ATE lne le t D t Is artless noted otnerwlse Rarer to drew rids IsoA-z for stanaera pl t p on ,e 9 •i L 0.0 P$F H C E N G $$B/D F Alpin d Sinn or ITw gulltling components Group Inc. shell not be respons ble I y d vial- n /ram t • g L drawing y r -lure to b"Ile the truss In canlormence with ANSI/IPI 1. ar /or handling shipping o ot s �� .+ O .• ` AN IT-w COMPANY -nstellelion A bracing er lr,,,,e,. �o �(�Su(•sl�o`�..�G�`N TOT. LD. 37.0 PSF SEAN- 754187 A uH en thl■ drawing er esnr pqe IUting this eeewln�, Ineleeue steep ones pr pref.ulpna .nglnaring �I O -- - — - --- - - -- - -S -- --. — ..+nn.nnitg ..LIg r.r the e.eign .hewn. Th. eenegt 1, ane e.er t u er.ang In .ng etrattar. le to . . 201 Lake Orange Dr.,Suite ISfl •spensihnlly of the Building Designer per ANSI/IPI T sec.:. �/ /ONAI. DUR. FAC1 25- Orlando,F 32837 For more formation ten tui, lob , general into, page and these web site,: g M1�Mgg«p SPACING 24.0" JREF- 1UTX6384Z07 FL COA g0 278 "PIN, w elp neit .com, TPI: www.tpinsl rq wTCA- sbcas 'ndtry c ICC sere.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V4 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 18.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 BC DL=4.2 psf, GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on fVIWFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation See DWG VAL160101014 for valley details. of trusses. See "WARNING" note below. 4X6 = 5X6 = 5X5 5 5X5 o 6-110-4 0-0-4 �14-9-5 3X5(D1) 3X5 H0310 3X5 = I, 16-4-12 _I, 29-2-12 _I 45-7-8 Over Continuous Support ma, J R=75 PLF U=45 PLF W=45-7-8r�►J I** RL=9/-1 PLF O ..••••• ' 's•,+.f/lj Note: All Plates Are 2X4 Except As Shown. .• F • Design Crit : FBC2014Com/TPI -2007(STD) r • PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0°/D)/10(0) 16. 1 .0 •. 4 1A1 Y. F -/4/-/-/R/- Scale =. 125"/Ft . wANxlxe! HEAD AND FOLLOW ALL xolEs ON THIS Dflewlxcl ;T L 20.0 PSF REF 86384 23286 "IhADfl1AN1'• FURNISH THIS DRAWING 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. l In Inslellingenabracing / T CL ] 0 PSF DATE 09/08/16 by TPI end WICA) lar selety pre[tl[as pfunctions. Installed shall provide temporary bracing per BCSI. unless noted otllerwis ATE etcacnpestructural sheathing ena bottom chord shell neve a properly ettetnea L 10.0 PSF DRW HCUSR6384 16252298 rigid coiling. Locations shown for permanent lateral restraint o/Webs shell have bracing Inalelled per BCS � 1 �� etliens B]. 137 or 810. as appliteble. Apply plates to"n" ach late of tru]os end position es shown above end •• -- Ina lolnl Delelis, unless holed otherwise. Reler to Orawin 5 IBOA2 for standar0 lets osili0ns. a g P p o'�d�••ter OR\� .•'` LL 0.0 PSF HC ENG SSB/DF Alpine. A eirlsion of IIW Building Components Group Inc. shell not be responsihle for any deviallon from 1n �. drawinq, any failere to build the truss in conformance with ANSI/IPI 1. r for handling. snipping. �� ••.ate��..• AN IT-WCOMPANV in.Iaualion A braclug of Irnssas_ 9y S+ 0 *TOT . LD. 37.0 PSF SEQN- 754188 A uelU1WIng 1r 1r1r pqe IIU I"g 1U 11WIn� 1"11111% eeo•p once el proHuleneI •nylnav lnq / NA` V resp."slblllty s.lsly ler 1e design strewn. IN sultabl Ity swe e%e sf l is er.wlnq ler ■try strudture Is th y 241X1 Lake Orange Dr.,Suite l SIT r.ap.neleu try .f 1e 11.nneq Designer per AxsvTPI T S.t.2. Wtygt�luul0 DUR. FAC. 1 .25 Exlando,FT. 32937 Formora information see this lob s general notes page and these web site,: SPACING 24.0" J REF 1 UTX6384Z07 FL COA 0027A ALPINE elpine nw cum T . www.t p i a sl.orq; WTCA'. www.sbtindustry.t om: ICC: www.Iccsofe.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V5 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 18.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DC=4.2 psf, wind Top chord 2x4 SP k2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #f2 Webs 2x4 SP #'3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets 1/360 live and 1/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 4X6 5X6 - 5X5 = q _ I 5X5 ' 5 r 6-0- 0-0-4 Ll �15-7-5 3X5(01) 3X5 = 3X8 = 3X5 = L, 14-4-12 J, 29-2-12 _I L43-7-8 Over Continuous Support Rpi /4 R=75 PLF U=45 PLF W=43-7-8 �►$ F(F//��`jj'"/a RL=9/-1 PLF OV 0 as "'S`•.•�l/L Note: All Plates Are 2X4 Except As Shown. Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0 4 1 TY. 141 F -/4/-/-/R/- Scale =. 1875"/Ft . "WAflNING!" READ AND FOLLOW FULL NOIES ON THIS DRAWINGI • (` IMPORTANT" FURNISH THIS DRAWING f0 ALL CONTRACTORS INCLUDING THE INSTALLERS. :4 L 20.0 P S F R E F R6384- 23287 Irussas repairs extreme cera in leerinting. nantllln1 shipping. Inslelling ant bracing. Refer to and fo • ' T C L 7.0 P S F DATE 09/08/16 Ina latest elitlan or SCSI (Bailling component safety Information. by IPI ena WrCAI for salary practices p • • to p.rlorming :no,. lunctlons. Installers shell provide Ismporery bracing per SCSI. Unless oaten other wis ail r Al 0 TE rep 1"111 shell neva properly attec bel stru[turel sheathing entl bottom chord shell neve a properly allechetl lipia 1e,nng. Loletiln, :how" for p.rman.nt Iat.reI r..—In, of steel ,hen n.,a br..lnli instelletl par BCS i �DL 10.0 P$F DRW HCUSR6384 16252306 ti seltians 83. Bl or 510. es epplicabl.. Apply plates to each face o/ truss ant position es shown a"ova entl o •e �� __._ —___ _ ___. in. )Dint Details. unless not el atnerwI,, flefar to drawings 160A-1 for slentlartl plate positions. ��r •� . - — �f Alpine. . ai.i+ion 1T IIW Builnin9 clmpinanls Gr1ap Inc +Rau not a poo+rola For any ae.iati n From to �4y�/(� +��Q R`O �� L L 0.0 P$F HC-ENG S$B/D F )Testi np, any failure to buil" the truss in conformance with ANSI/iPl 1. or for hentlllnp. shipping. I/ ••••�••.• - — - -- ANI1-WCOMPANY in,tenal,ln a eleling 11 tra„e,. �rVso C. 1. TOT. LD. 37.0 PSF $EQN- 754189 A Rel en tNU Uewing er corer pqe IUting tAU Orewln�, Indlenn essay once eF preleulgnel •n0lneerinp / IVA` - ------ -- - --. --- --. —. raep•nelelllsl sal. ler LM 4slgn snow”. TM wluel Irl ant uu of t le drewing /1r end structure U tN / 2411X1 Lake Qanpe OF.,Suite 150 resproo sl e i l fry of IS.Building Designer par ANSI/TPI T Soc.2. 'wN/f/pppp lei DUR.FAC. 1 .25 urlandO,PL 32817 1r mire nfllmat 1h sue IhI, Ile , general "his, peg, ena Ibe,e was titer SPACING 24.0 JREF 1UTX6384Z07 FL COA#0279 ALPINE .Ipineltw.cam: TPI www.tpinat.org: w.cA. ,e11n11s vy.1 Icc. ........ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V6 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 19.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP ria Wind loads based on NWFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 3X5 = 5X5 = 5X5 5 5-2-4 0-0-4 �16-5-5 3X5(D1) - 3X5 = 3X8 = 3X5 I, 12-4-12 29-2-12 I 41 -7-8 Over Continuous Support J ��p,S FLF '► R=75 PLF U=46 PLF W=41-7-8 RL=B/-1 PLF O�••..•• •S.•�:/� Note: All Plates Are 2X4 Except As Shown. Q . �` • Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .0 .04 1 TY, F / /4/ / /R/ Scale =. 1875"/Ft . ••WIINNINGI•• READ AND FOLLOW OWAEE NOTES ON THIS DHAWINGI • 7 • TL L 20.0 PSF REF 86384- 23288 "I&PORIANT" FURNISH 1H15 DRAWING TO ALl CONTRACTORS INLIUOING THE INSTALLERS. � � Irussas require extreme care in /elrlceting. nentlling, snipping. Inst.11ing and hrecing. Refer to ene ra • N DATE 09/08/16 the las est edisl,n of BCSI laullding Component Solely Inlormellon, by IPI ene wTCA) for eatery pr.ctices p� r 0. • TIC L 7 D PSF F to p.r/orminq these lunctlons. Installers shell provide temporary bracing per BCSI. Unless no otnarwi • top mare Snell here properly etucnee assucturel sneesning end bouom chord shell hera A pr a'. " home �AATE DL 10.0 PSF DRW HCUSR6384 16252301 rigid cai ling. Locations shown /or permanent leserel realrelnt of wehs SM1ell have hrecing Installed per RC • ecliens bA. 97 or 910. es 1ppllcahle. Apply plates to each lace of truss and position .s shown 1111, end A .• , the hint Detells. unless noted otherwise. ae/er to drawings 180AZ Por at,nd,rd plat, positions. QQ� O • • L L 0.0 P S F HC-ENG SSB/DF Q PIN � � Alpine, a division o/ ITW Boileing Components Croup Inc. shell not be responslhle for any deviation from tM1 sy •�• O R`Vt-' erew,ng. any Iallure Io luild the truss in conlormence with':IS' /'P 1. or for handling, snipping. y ••1•• w•• 1. AN IT'w CO MR4NY inetell.I.an A hrecinq of treaded. /Gpy/ •�•' fu T. LD. 37.0 PSF SE N- 754190 A enl .n tnU dr.wlnp sr esnr p.p IUtinp tNU er.wlno Inelt.l.. ecceoo line. 11 prol...Ibna .nplIs Ing 4f S e — -- - - NfpMelblI It ul•1It Isr In. 1.slpn eN.wn. The sulteb ilii,e.d uu a/ lhl. 6lwing f01 .n,ftruclure Is lh //f /ONAIL � R FAC 1 25 2400 Lake Orange Dr.,Suite 150 r.ep,nslblllty of the N.Ileing O.slgn.r par ANSI/IPI I s.t.z. W/,ygp ppag111p Orlando,FL 32837 For more nfnrmetino sse this lob s general notes Facto and these web sites: S PACING 2 4.0" J REF- 1 V T X 6 3 8 4 Z 0 7 FL COAMO27R AIPINF nlpi,ellw cme: flat: —tpinst.,rq. WTCA: www.sbciodii—y.eam; ICC: www,iees.fa.orq nn rnn nn T c THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 3363313--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V132 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on NWVFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0-0-4 3X4 5X5 = — - 21-7-5 (a) (a) 3X4 a (a) 1 11-614 5 3X4 s 3 X 4 27-8-12 6- 29-2-12 Over Continuous Support R=79 PLF U=35 PLF W=27-8-12 t�s r R L=4/-4 P L F OV ••••• ••••,•�'/�/I� Note: All Plates Are 2X4 Except As Shown. Q .•�� S�`•'• Design Crit : FBC2014Com/TPI -2007(STD) • PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0 iO4 1 TY. F / /4/ I-/R/ Scale =. 1875"/Ft . "WARNING!" READ AND FDLLDYY ALE NOTES ON THIS DRAWINGI • T� REF _ R6384- _23289 • " * L 20.0 PSF "IAP DRIANT" FURNISH iH13 DRAWING f0 At CONTRACTORS INCLUDING THE INSIALLEflS. • • Trusses eatrama care In labricatin handlin shipping installing end bracin paler to ane o • - -- - egnire g. ° PP ` g ; ?� ' • ( DATE 09/08/16 tna ISlast :has* al neSl (Building C—noon' s"" In ro"a II on. by TPI ane WCA: Iwr elely pnctl.....� • T C L 7.0 P S F Iw perlerming 'nese lanc'lons. Installers snap provide temporary bracing par BCsI. Uhl ass noted otherwi. A _ top conte spell neva properly et'ecnee slneclurel s.eetning aha .1 wait chord shall nava a properly anwcna r ATE DL 10,o PSF DRW HCUSR6364 16252362 gid I g. lecetl�ne Sherr" ror permanent lateral reslralnt of weds shall nava b g slel led per oC • Q �� ctio R3 Rt oro'%? es eppl,cable. Apply plates to wenn face of truss and post' e a shown ebave end o ,31 . • A• —. Ina lo' ' D t IIs wnless noted atnerwrse Rarer to drawings 160A-2 for standard plate p tions. I1. •� �� `O\ •• L L 0.0 P S F H C-ENG SSB/DF Alpin d of ItW Bu,lding components Group Inc. :hell not be responsible r y d v,et'on Irom'h 'Q' �A •• O R .� oleo-nq y 'ailuro in bode the truss ,n conrormente olio ANS VrPI 1. nr ror 'anal-In sni pping /e' •..fl• •.•• AN ITW COMPANY instep,'inn a blaring of Ir ossa s. '�y� sA/ •'•' OT. LD. 37.0 PSF SEQN- 754284 Ar.rpn.nl e.ln 114p aslelr Isetolno eIN1.,r1F1tn.27A. fult.81 1,t�ane uA. b1 ine,rel lltrNr . yOel2ts .rlnp2 ofohr .nr + NAL tracor. Is to 2400 Lake Ornnpe Lk.,Suite IS11 r.+►••eINlI11) 0/ tN•8.1141.2 9n12.0 par ANSI/TPI 1 S.c.t. h ow, " OUR. FAC. 1 .25 Orlando.FL 32837 For more of-matron eon ton job s generel notes page and masa - we° 'Ira" SPACING 24.0" JREF- 1VTX6384ZO7 R.(bAp0278 ALPINE, elvinen TPI www.tpina'.orp: WT CA abclnens v y.c Inc iccsueorg nn ran r�n r c THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB3 ) Value Set: 136 (Effective 6/1/2013) 140 mph wind, 21.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 111 OR IV, EXP C, wind TC Top chord 2x4 SP 02 DL=4.2 psf, wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP /2 Webs 2x4 SP I3 Wind loads based on IWFRS with additional C&C member design & reactions. Lumber value set '13B' uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1.50. Shim all supports to solid bearing. 0-0-4 3 X 4 a 5X5 21.7-5 (a) (a) (a) 10-8-14 3 X 4 5 10-10-11 3X4 25-8-12 3-6-0 E 29-2-12 Over 2 Supports pIMiL7q� R=78 PLF U=34 PLF W=25-8-12 ��+ r, d, PLF U=34 PLF W=3-6-0 RL=4/-4 PLF ```` **1 Note: Note: AI I Plates Are 2X4 Except As Shown . Qv.•''•• S'•,at Design Crit : FBC2014Com/TPI -2007(STD) Q ' v F 0. PLT TYP, Wave FT/RT=20%(0%)/10(0) 16 1 . 04 3. 1 QT 1 L/-/4/-/-/R/- Scale =.25"/Ft. -'WARNING!" READ AND FOLLOW All LADIES ON THIS DRANINGI O, REF 86384- 23290 _ "IMPORTANT" IURNISH iNlt DARNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, : ; T L L 2 0.0 P S F trusses require e.treme care In labriceting, handling, shippinp, instelllnp and bracing. Ralar to ann II w • / D L 7.0 P S F DATE 09/08/16 the let est edition o/ BLSI IBullding Component Selaty Inlormallon. by TPI end WtCA) for se/ely prectitei • f n performing mese /unctions. Installers shell provide umparary breclnp per SCSI. Unless noted otherkno • • top chard snail neve properly atuched structural sheethinp end bottom chord shell have a properly etlec A. rip le ceiling. ace I... snow. for permanent laurel restraint o/webs snail here bracing Installed per t ATE DL 10.0 PSF DRW HCUSR6384 16252343 �^ sections B3. B7 or BtD. es applicable. Apply plates to each face of truss and position es shown eb.ve a • + Ilu� the /Diol Data le. "ole,. noted ntnerwite. Re/er to drawl.ge teoA-t for standard Olae positions. e ' LL 0.0 PSF HC-ENG SSB/DF Alpine. a division of ITN Building Components Group Inc. shell not be responsible for any deviation Irom t .• F/ `OP•• ` , erewinp. any /allara to buile the truss in conlormence with ANSI/TPI 1. or for handling. snipping. OA • `O O •� lel AN I7W CO MR4NY ,n,t.Ila ion .braning of tress.. % ••.,•••�•••w.• �� TOT.LD. 37.0 PSF SEQN- 754287 A a*:.I.*A thio pr wlpp ar Casal pyo 11 LIIAR 1pla ar win IRRllelea alas laapa al pralaaalaNal saRlaaar lel ---lray sal.Iy F.r Th. aallp sha•n. Tn. aen.Bl4ilyr..p•..a LRIp Arwlaa Far wY .ueel.r. la Lh 't'�iy ` y),}1►' 2*x1 Lake Omg'Dr..Suite 110 •'pan,I bl l i I y o/ the R.Ual.p Designer par ANSI/TPI 1 Sec.2. A11/y,-_ONA` DUR.FAC. 1 .25 Orlando.Ft. 32837 fur mare inform tion sea this lob S general notas page and these wall SIT— S&� SPACING 24.0" 1REF- 1 VTX6384Z07 FL COAL NO 27A ALPINE: ww..1pineltei,me: TPI: www.tpinst.org: MICA: ww.sbcindustry.com: ICC: sew.Iccssfe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB4 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4,50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP N3 Wind loads based on MdVFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. Shim all supports to solid bearing. 0-0-4 3X4 5X5 ----- - - --- 21 7 5 u LJ (a) (a) I (a) 9-10-14 3X4 5 ni 3X 23-8-12 5-6-0 29-2-12 Over 2 Supports ea R=70 PLF U=31 PLF W=23-8-12 5 L 9V►�0 PLF W=5-6-0 RL=4/-4 PLF Note: All Plates Are 2X4 Except As Shown. Q��..•``'�� S eQ'I- Design Crit : FBC2014Com/TPI -2007(STD) ' v F •. PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 . 04'Y3.1 QT 1 I / /4/-/-/R/- Scale =.25"/Ft . ••wANN1NGI•• READ AND FOtLON ALL NOTES ON THIS DRAWINGI x . �, • 20.0R E F R6384- 23291 "IWORTANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .� . : T L L PSF F Tr.ss•e require e.tFame cera fn fabricating. n•nollnp. snipping, Installing and hrecinp. :at., to end 2.II w : DATE 09/08/16 the 1.t.et seltien of Bcsl IBullelnp cmnpa ant s.fay Infarm.uan. by TPI ane WTCAI Fal ,.fay DL 7.0 PSF to p.rlorelinq these /anctiens. Inatellersnahell provide temporary breting pal BCS1. Unless noleo diners tap mere ,hell neve properly attaches a ructorel sheathing ano bottom churn shell neve a properly ettecla,d • • rlpie caning. Louu•ns shown for permanent lateral ra ire l Ft of webs shell here bracing Installed per$tcs ATE 1 DL 10.0 PSF DRW HCUSR6384 16252337 Q LP � sections Ba. 87 or -I' es epplfceble. Apply plates to each race of troll ano pofllion es shown shore a 4s+a • s the Joint Da.n.. an L++ natal atherwi,e. Ref.r to er.wing, TBDA-: Far tL.na.re pl.te pass ion,. • ' LL 0.0 P S F HC-ENG $$B/DF Alpine. a elrl,len of ITW B.Ilding Components Group Inc. ,Rall not he ref pan,ible For any deviation from t /h//,r •• P/ ,O P••• ` , drawing. any Ieilure to hulld dna truss in conformance with ANSI/TPI 1, or far handling, shlpping, y VIA\ • `O R • N AN ITW COMPANY i.-171 1,% A hrecinp a tra,,.,. '�, c�`••,��,�`�..•' TOT.LD. 37.0 PSF $EQN- 754290 A nal en this erewl th •r nnr pa ILLI.. L.- Eir Inelen•e ecce one. el proleselenal enpineerinp - - 0 rnpsnelenny ..Lly T.r is.uel�n .ne.n. The e.n.hlPiLy ends. er tltl. er.anp Far .ny etreeLgr. 1. to �7psts�ONA` 1_�ITf' OUR.FAC. 1 .25 24IAIL,aILetkan eUr.,SuileISO nq•nsfenu, e/ th.B.nelnN Oulj•.r par ANSIITPI T s•t.x. kip Orland..IL 32837 For more ,011mation see this job 1 general nate, page end the,.web ,its,: l"�iaxwM SPACING 24.0" 1REF- 1UTX6384Z07 TL COA AD 270 ALPINE: www.elpineitw.cam: TPI: www.III]n at.or g; WTCA: www.s beard o_y.c : Itc: www.I c ca s r e,o r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB5 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP k2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP 82 Webs 2x4 SP k3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. Shim all supports to solid bearing. 0-0-4 3X4 a 5X5 = 21-7-5 (a) (a) I (a) 1 9-0-14 3X4 5 �— 12-5-11 3X4 21 -8-12 7-6-0 29-2-12 Over 2 Supports �Ila�sy�p�r R=76 PLF U=34 PLF W=21-8-12 R= F 37FiI��Ma}-6.0 RL=4/-4 PLF Note: All Plates Are 2X4 Except As Shown. ��•.•'� s`�.••;Y Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 16.. 1 .OA 04 . 1 TY:•.1 /-/4/-/-/R/- Scale =.25"/Ft . ••wARNINc!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! . TC LL 20.0 PSF REF R6384- 23292 IWORTANT-- FURNISH THIS DRAWING TO ALI CONTRACTORS INCLUDING THE INSIALLE RS. ■ Tru„as ra�elra eetrama care I".11,111 lebrlcetnenellnp. ,hippfnp, Installing ane bracing. Relar to ane f�rrii • / *' the 1eteat ee n eon o/ ease Leu n ding component sa/ety Information, by 1PI ane WICA1 for salary prep 1 u, 4e ; DL 7.O P S F DATE 09/08/16 to parlarming these /unctions. ln,teller, Snel!."1 provlee temporary bracing per BC11, Unless noted otherw • top mere shell neva preparly attached erructur el theathl ng ane hottom chord shell Neve a properly ettecn� • riRle caning. toceuen, shown for permanent laurel re,trelnt or webs ,bell Neve bracing Instulee per e "094. ATE (� DL 10.0 PSF DRW HCUSR6384 16252361 d �^ sect len, e3. B1 er B 1 e, epplicahla. Apply peel es to each fete of truss end poslllon as shown above end . • IIu� the joint D.0 n,. nnle,: noted ntnerwl,e. Refer to drawing, TBOA-z for stendo al plate positions. do e' L L 0.0 P$f HC-ENG S S B/D F AlDlna, a elvlsian of 11W Building Components [.roup Inc, shell not be respon,lhle for any deaiatlon Irom th�T�y, .• drawing. any leflure to build the truss in conlormence with ANSI/TPI 1. or for haneling, shipping, 'jW,a� ••�t O R\0•• AN ITW COMPANY insi allaen A bracing nl Trusses. ��tljjj� F •••.....••C'N�� TOT. LD. 37.0 PSF SEQN- 754293 r..y.n.1:11111!; i i^!; e61"1,ung o..�an.�eo.noAeiirTrii:eSPiLz":ee"`: eioiRi;"e'r.:inyria:"��";true°�":'i:"PN '''`s�/O ^ 4` M81 Lake ormige Dr..supe I if) e e a TWFNi1FENU0� D U R. FAC. 1 .25 - - -- -- - OrIando,FL 12837 For more ,,formation see this lob', general notes page and these web site,. SPACING 24.0" JREF- 1VTX6384ZO7 FL COA 7111278 ALPINE: www elpineltw cam: IN: L.tpiast.orp: WICA: www.sbcineustry.cool iCc wherAcceefe.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V136 ) Value Set: 130 (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MAI with additional C&C member design & reactions. Lumber value set "130" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0-0-4 3X4 k 5X5 +. -- — 21-7-5 5 8-2 14 3 X 4 13-4-11 3X4 19-8-12 9-6-0 29-2-12 Over 2 Supports �ala�nw„� R=70 PLF U=30 PLF W=19-8-12 R=85 PLF U =�3 ► �i�ii RL=4/-4 PLF 'fi•. ••••�!� Note: All Plates Are 2X4 Except As Shown. �.•. ` $�.••. Design Crit : FBC2014Conn/TPI -2OO7(STD) V' ' PLT TYP, Wave FT/RT=20%(0%)/10(0) 16.1 .0 04 1 TY:0 / /4/-/-/R/- Scale =.25"/Ft . -'1NAflNING!" READ AND FOLLOW ALL NOTES ON THIS DNAWINGI • IWORTANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. j T C L L 20.0 P S F R E F R6384- 2 3 2 9 3 Trusses require ee 18-CS .mcare 'a fabricating, handling. shipping. Installing end hracing. Ruler to end I��*nnI • In. Lusl ednlon of RCSI IBollding Component Safely Information. by TPI and WTCA) for e•lety ;1 eIIces 4e DL 7.D PSF DATE D9/DB/�6 Te performing hese l.n[Ilans. Installers snail provide temporary bracing per RC S1. Unless noted .inerw • ton mord shall neve properly etta[n ed structural sheathlnq end Hallam chord shall have a properly etts[nIa 1 f �Q rigle [suing. LoceTlans anown ror perm.nent Llerdi r.atrant of wee+ snare n.va era[ing In+tilled per 6 . ATE Q$ DL 10.0 P$F DRW HCUSR6384 16252342 actions BJ, R7 or Bto, es Bis 'rrbl e. Apply plates to earn lace of cruse and Position as shown aeore end • • The relnt Detells. unless noted otherwise. Refer to drawing, 160A-2 for standard late Illons. 4 �p� Alpine. . elrlalan or nw 6w Ieing components Graup Inv aell not he responsihlepfar enysdevletion from to ��'•��/ O R'QPi•`dis L L 0.0 P$F H C E N G SSB/DF drawing, any lellure To evils the Truss in conformance with ANSI/IPI 1. or for handling. shippinq. ♦- •� AN ITW COMPANY ins 11—on A hracinq at I........ '••.....•'� Cj TOT. LD. 37.0 PSF SEAN- 754296 A ua .n tN ll bluing.r esr.r O, ILal"O 111, drawlia IBdieat•a aee.�unn of p,*l*,: *n: .ngin..r ing �y//�� s/0��N ---- - rsp.edienity wury Lar tn. e.algd !faun. rn. erlluelllty and u•. or L I. er.wing ro. .ny aveu.r. le to 2SINI Lake OratHte U..Suite I SII raspenslhlllty sl the Building Designer p.r ANSPITPI 1 S.c.2. �4U.._-1 � DUR. FAC. 1 .25 O71ARdn,FL 32837 ror more ,formation see this Job's general notes page and these web sites: -'eV 11W�l�Stg FL COA#0 278 ALPINE: water IN IPI. wwhA pinst.org; WTCA: www.Oclndustry.com; ICC: www.iccure.orq SPACING 2 4.0�� J REF- 1 V T X 6 3 8 4 Z O 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB7 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP k2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP k3 Wind loads based on MAIFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0.0-4 3X4 i 5X5 = 21 7-5 5 7-4 14 3 X 4 �14-2-11 _ 3X 17-8-12 11 -6-0 29-2-12 Over 2 Supports R=77 PLF U=34 PLF W=17-8-12 R=71 PLF U=35 PLF RL=4/-4 PLF 0��•. • ..••�� Note: All Plates Are 2X4 Except As Shown. Q 000'� $�'•. Design Crit : FBC2014Com/TPp/I -2007(STD) PLT TYP. Wave FT/RT=20/Op/(O%)/10(0) 16 1 .Op 04 . 1 T /-/4/-/-/R/- Scale =.25"/Ft . "WAflNINGI" READ AND FOLLOW ALL NOTES ON THIS DNAWINGI W T C L L 2 0,0 P S F IAPOHIANI" Iugxlix 'NIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • R E F R6384. 23294 • Trusses require avtrame cera In IeDricating, handling. snipping, Instelling entl Orecing. Polar to end 1 I • *' :n. Lte,t .a,inn of BGBI IBulldinp Gompanent 5.,e:y Inlarm.:l•n. 1",'T1':'.2.ne wrGA) Inv ,.INoI pre<llce,' e : D L 7.0 PSF DATE 09/08/16 to per/orminq :nese functions. Installers shell provide temporary bracing per SCSI. Unless noted gtnerw • top more ,nen neve properly euecnee structural sneetninp and bottom mord sIT... neve s properly attecnLd �• ATE �•Q$IDL 10.0 PSF DRW HCUSR6384 16252328 rigid telling. Lacetlons sn ovm /or permanent lateral restraint of wehs shell nave Drs<Ing Installed Der B � actions B]. 0 7 er BTO. es eppllcabl e. Apply plates to earn face of truss and position es shown shore end • o ,dint Data 1,, anle,s noted atnerwi,e. Re/er to drawing, ,BDA-Z far ,t.ndare plate pd,itlgn,. rQ P .• LL 0.0 PSF HC ENG SSB/DF Q Cp � Alpine. a dlvlsian of ITW Bnllding Cmnp onenls Group Inc. shell not De responsihle far any deviation from lh �j�'♦♦ O R\O• .• drawing, any /allure la build Ina truss in coninrmence witM1 ANSI/iPl 1. or Inv hentlling, snlpping. /� AN ITW COMPANY ins:elle:ion a bracing of Ir....s ♦ •.��.•• F Out TOT.LD. 37.0 PSF SEAN- 754299 A .01 en Int. !.r- er carer pa n.ung A... ereWlaO IReI<.L.. .c<.RL.Re. a praoaeael .apin.eflDp �, S�ONAL r..p.n.leln y e.uly Lr In. e. .:: ,hewn. rn. ..l uhllily ..e.,.er L u er..Inp ver .ny a.a elar. I. to D U R.FAC. 1 211X1 resp—lbility of the Naul.il Deslyner per ANSIITPI , Sec.2. LRke OrdTTpd L Suite 151, +YliM6/1010 - (M FL 3279 Inv mare nrnrma inn ,ee tM1i, lob s general hat", page and these web ]ire,: SPACING 24.0" J R E F- 1 V T X 6 3 8 4 Z 0 7 FL COA 811278 ALPINE elpineilw tom TP,- www.tpinst.orA: WTCA: Www.sbcineustry.c"m: ICC: rwsw.leesefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB8 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP N2 D1=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP N3 Wind loads based on MdVFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets l/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0-0.4 3X4 5X5 = — 21-7-5 6-6-14 3X4 5 L- 15-0-11 3X4 at 15-8-12 13-6-0 29-2-12 Over 2 Supports R=68 PLF U=30 PLF W=15-8-12 R=82 PLF U=40 PLF W=13-6- [[.�` A S � �ti►i��n RL=3/-3 PLF OJ\7 Note: All Plates Are 2X4 Except As Shown. O •.•'� f$�••• Design Crit : FBC2014Com/TPI -2007(STD) V' • PLT TYP. Wave FT/RT=2O%(O%) /10(0) 16 1 .Obj.04 . 1 T r1 /-/4/-/-/R/- Scale =.25"/Ft . "WAflNING!" READ AND fOLLOLN ALL NOTES ON THIS DRAWING! � T L L 20,0 PSF INFORTANT" /URNISN IRIS DRAWING TO ALI CONTRACTORS INCLUDING THE INSTALLERS. R E F R6384- 2 3 2 9 5 irussas require aa;rsme cera In fabricating, handling. shipping. Installing and bracing. Refer to and • *' C D L 7 0 PSF the In est Jltlon of SCSI II,:IIding Component Safety Infermetion, by TPI and WTCAI for safety practices DATE 09/08/16 • to par/erml ng ;nese /anct!ons. Instelle rs shell pr oritle tempore ry breclnp par BCS1. Unless poled other re ;ep char• shall bare properly attached structural sneatning end bottom chord Snell neve a properly et tach • � rigid renin•. Locations shown for permanent lateral restraint of webs shell neve breclnp Installed per flaS� ATE DL 10•0 PSF DRW HCUSR6384 16252359 actions 83. B] or 810, es eppliceble. Apply pie;es to each Isco of truss end position as shown shore end the feint Dat ells. .plass noted otherwise. Refer to drewfn I.W1 lar st endo rd late tions. d n P� R, p posi �� .� F Q.•. LL 0.0 PSF HC ENG SSB/DF L�l�' Alpine. a division of ITW Building Components Group Inc snail not he responsible for any derinlion Irom to .• / O�`O •. drawing. any failure to build Ina truss in conformance with ANSI/IPI 1. or for handling. shipping. •� ` AN ITW COMPANY Iuslallatlon A brs,.nq of Iry„a,. o ee ••......••• �� TOT. LD. 37.0 PSF SEQN- 754302 r.ap•na0bllhly a.�l ys/ar .th."d.'Ile sn ae�ni TMaseI taO�Plty"end"La.efcthl s"drawinpr/o�aany"struc�u�."ta"�n ��IIy — -- - iy n A, UINILake OrangeUr..Suite l5!! ...pswbinty .I ;na B.nding Designer per ANSIITPI 1 See.z. a DUR. FAC. 1 .25 _.. Orlarldo,FT- 12837 for mo nf-st—on see this lob's general notes page and these wan $Iles: '•N//41pp1i11111U� FLCOA#0279 AIPINE .lp,n.l�iw.cam: TPI: www.tpinst.org: WTGA: www.abc!ndustry.c.m: ICC: wwe, c—fe.o,q SPACING 24.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V139 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP N2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP N3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0-0-4 3 X 4 5X5 - - 21-7-5 5-8-14 5 L 15-10-11 3X4 is 13-8-12 15-6-0 29-2-12 Over 2 Supports +� R=77 PLF U=34 PLF W=13-8-12 R=72 PLF U=35 PLF W=15-6-0 RL=3/-3 PLF �J�► 'r/ Note: All Plates Are 2X4 Except As Shown. O�*0•�` N • •S�•.��/ Design Crit : FBC2014Com/TPI -2007(STD) ,r • PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 . 04 3. 1 !1 /-/4/-/-/R/- QT Scale =.25"/Ft . "WAflNING!" READ AND IOLLUN ALL NOTES ON THIS DNAWINGI ••LWORTANI•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T L L 20.0 PCS F R E F R6384. p23296 Trwss•s rapulre outcome care in f•bricelfng. nantlling. shippinp. Instelllnp ane bracing. Rsler Lo end 7ATE * D L 7 D PJF DATE D9/08/ 6 Ina Idi•st •elllon o/ SCSI IBuildi n. Component Solely In/ormellan, by TPI ane WTCAI for sa/.ly practicesr • / nstellars shell pTor"' tampondrybr.cingpeBCS .Iner IThell nave properly an.Tneevwrtoraianeb.11om chore sNen neve a properly th DL 1D.D PSF DRW HCUSR6384 16252340 rigid ceiling. Lo—ions shown for permanent lateral rostra nl of w•es shell nave bracing Installed Petis o .act 1:% Bs. By o. BTO, as applicable. Apply'tale: 1• aeon uta of uass Una poo a on es shown above and* •• • h. oeuils, cola„ natee elnerwise. Re lar drawing, T..A-1 for standard plate peatlan,. . .• LL 0.0 PSF HC ENG SSB/DF Q Lpo Alpine. a alrislen of I1W Building Components Group Inc Snell nal be espons ible for any deviation Irom In �O •• �j •• araw�ng. .ny I.ilure to build Ina truss in contormence with ANSI/IPI t.ror for handling. snippinq. •• `OR •�` AN IT-WCOMR4NY ,nst.Ilalian . braainq a Iresse,_ , �'s'••..,....••• TOT.LD. 37.0 PSF SEQN- 754305 A .a Enl. e>wing.. a.•.r p.g. neuag LhTe erawl$� Igela.L.e .de.Ruaa. at prar.ea•da .Agld..rlAg S N r..p.eaen ng as ay r.r tn. e.•Ign en•.n. n.bl i" al ga. art le e..wing ra. .Ny atraetar. I. Ln ��i� O NA�- 1 OUR.FAC. 1 .25 231N1 Lake Orange Dr_Suite ISO responsibility of I. $wilding D•sign•r p•r ANSI yPl 1 sae.Z. � ��► (Mandn.FL 12817 For mor• Informal— sae Isis labs general notes papa and these web sits: � SPACING 24.0" JREF- 1UTX6384Z07 FL L•OA in)278 ALPINE: wlwe.alpinal4—two; TPI: www.Ipinst.org; WTCA: —sbcineustry.com: ICC: www.lccsefe.org THIS DWG PREPARED FROM COAAPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB10 ) Value Set: 136 (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MAIFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0-0-4 3X4 5X5 _ — �21 7 5 I 4-10-14 5 �1Fi 8-11 3X = 3X4 = 11 -8-12 17-6-0 29-2-12 Over 2 Supports R=66 PLF U=29 PLF W=11-8-12 RL=3/-3 PLF R=80 PLF U=39 PLF W=17-6-0 •••. . ..•�• �y Note: All Plates Are 2X4 Except As Shown. 0# $�'•• Design Crit : FBC2014Corn/TPI -2OO7(STD) ' PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .OQ.04 34 1 Jai TY. F /-/4/-/-/R/- Scale =.25"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS MARTINET TC L 20.0 PSF REF R6384- 23297 IWOR1ANT'• FURNISH THIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. • trusses require aetrama cera In lariceting, nendlinp. snipping. Instelling entl brecinp. Refer to •nd f R • - tn. L,.,t .d'uen er acsl Iaeneing car l,.,1: t %"'Vi Infprmaupn. by TPI .np wrcAl rpt a.ray praUt., �iFIT IN r � L 7.0 PSF DATE 09/08/16 ,e pa lerming u•se functlen.. Installer. .aall protide temporary bracing per SCSI. Unless noted otnarwi tap cher• sh•11 nate properly ett stand structural sheathing and bottom chord shell este a properly attache • AT rigid calling. toted,". ,hewn tar permanent le..ru restraint o/woes seen neve ereclng '"fulled per R ..0 ^ ♦ DL 10.0 PSF DRW HCUSR6384 16252325 _L�P 0 N 9ectlen, gJ, g7 er 810. es appllcala Apply plates to each face of truss end position es en%n eeote end ♦♦ ,he joint Dlt,•Ile. not noted otherwise. Rater to drawings ISOA.Z for standard plate positions Q • LL 0.0 PSF HC-ENG SSB/DF AI Ina, a dlai,lon of ITW Bufltlin Can is Grou Inc. scall apt De r nslele Ipr en tletietion from to ♦• • P g Donec p espo 5 d drawing. any 1•Ilure Lo builtl the truss onformence with ANSI/IPI 1. or for needling. nipping. ,,��!' ��•.O�`•♦•••` AN ITW COMPANY ie staliatfon A bracing of tresses. �.y ••ed•• Att TOT. LD. 37.0 PSF SE N— 754308 A n•I •n th1; Ir wring sr an•r pq• IUUng thU Ir•WInO In/lata •ee•p line• el pre/•ealpn•I •ngln••ring 0 --- - -- r•sp•nf•n I s•l.ly /.r the uslgn sheen. 11. sul uel1ity sed ps• or this dr■wleg rot .ny eLrpctur. is to N/ A, G Q ?HNILak oeuLpeur_sunelso responsibility e/ ,he evilding oalgnr per ANslyrPl T sae:. Sw��;rAuu►p�� DUR. FAC. 1 .25 –— – Orlari..Ft 32837 for morer1ormation s e this lobs general notes page and these web „la,, FL COA#0 278 1 Ai PINE were,alpinel'tw.com: TPI: www,tpinst.org: WTCA'. www.,bt'nduetry.c W: ICC: Witter AC .fa.org SPACING 24.0" JREF- 1VTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS h DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB11 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP M2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP X12 Webs 2x4 SP k3 Wind loads based on K VFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0-0-4 3X4 4k 5X5 = 5X5 = -A,,.21-7-5 5 L 4-0-14 *17-6-11 -( 3X4 3X4 = 9-8-12 19-6-0 29-2-12 Over 2 Supports R=85 PLF U=38 PLF W=9-8-12 RL=3/-3 PLF R=69 PLF U=33 PLF W=19-6-0 OAV�♦♦.. . el.••�f� Note: All Plates Are 2X4 Except As Shown. Q .•'�, $�'•• Design Crit : FBC2014Com/TPI -2007(STO) • PLT TYP. Wave FT/RT=20%(0%) /10(0) 16. 1 .OQ.04 1 A TY. F /-/4/-/-/R/- Scale =.25"/Ft . "WARNING!" REAP ANP IOLLON All NOTES ON THIS DRAWINCI • • TIC L 20.0 P S F R E F R6384- 6384- 23298 "'ITHTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • • • Trusses require aatrame care In fabricating, nand log. snipping. Installing end bracing. Re/er to and Ii L 7.0 P S F DATE 09/08/16 lna lalesl selllan of .CSI IBa Laing Component Solely Intormetlan. by TPI ene WT CA) for solely preclices • to per/arming Inose functions. Inalellars Snell provide tempo very bracing per BLS:, Unless noted olnerwi ft lop chore Snell neve properly ettacead struclurel sheathing end bottom chord snail nave a properly attache • DL 1D.D PSF DRW HCUSR8384 16252358 rigle ceiling. Locations Shawn /or permenenl lateral rest ralnt o/webs snsll neve orae log Installed per B .• ATE • eclions 83. Bl or 810. es applicable. Apply plates to estM1 lace of truss end position as snown above and ♦ • ��0 tna lelnl Detells. unless holed Dinar wise. Reler to drawings 180A2 for standard plate Positions. • ♦• 4 O d •. /�`� `QP♦. LL 0.0 PSF HC ENG SSB/DF Alpine, a eivlsion of IIW Building components croup Inc. shell not be esponsihie ror .ny aeviauon rrom to 1'1 •• OR erawing, any Ieilure to euila the truss in conlarmenis with AN 'T 1, .7 7.1 handling, snlppinq. •♦•♦ ♦♦♦ NN AN I7W COMPANY insleilnlion a brerin. of tresses. /i •'�'• G TOT. LD. 37.0 PSF SE N- 754200 A gel en Lola eraWlnp er eer•r pap• IUUnp LnU avowing, Thelon•. eee•p unT:• e/ pro/•.slenal •npinurinp //I/ O --- ------ - -- - -- res enaIn I., Bela ror in. e.a n snown. Tn• all Il .na ue•er els e..Wln ror .n urucLur. a Ln 9 A NA Q rso.naelutj el tn: Bellelnq Desglpnu par ANSI/TPI 1 s.e.i. p y ��/ebW �N� OUR. FAC. 1 .25 24!10 Lake(range Dr..Suite I Sol •4EppppµNpw _.._ _ _ — OrlandO.FL 32837 for more �nfnrmation tee lhls job s general note, page and inose lab files $PACING 24.0" JREF- 1UTX6384Z07 FL COA#0278 ALPINE: www.alpineilw.cam TPI tpinsl.orq, WTCA: www.sbcindustry.c w : ICC: ww.iccsare.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB12 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 It from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #12 Webs 2x4 SP #13 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0.0-4 3X4 5X5 = 5X5 11 21.7-5 5 3-2 14 18-4-11 3X4 = 3X4 = 7-8-12 21 -6-0 29-2-12 Over 2 Supports R=72 PLF U=32 PLF W=7-8-12 �� RL=3/-3 PLF R=75 PLF U=36 PLF W=21-6-0 at Note: All Plates Are 2X4 Except As Shown. Q `.••••• • •S',•�',/l�y Design Crit : FBC2014Com/TPI -2007(STD) Q ' V` F �. PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 . .0413.1 QT 1 L/-/4/-/-/R/- Scale =.25"/Ft . "WARNING!" READ AND TOLLOW ALL NOTES DN THIS D11.1111.1x . ' 20.0R E F R6384- 23299 "IANOHIANI" TDRNI SH THIS DRAWING 10 ALT. CONTRACTORS INCLIInING THE INSTALLERS. B O' T L L P S F Tru++e+ Ire setrema cera in rebrlc.tin nenalin sol In inat.11in end brecin Refer la one II . •,a q PP a. A w • DL 7.0 PSF DATE 09/08/16 tn. la.+l .eltl.n or ecsl IBullaing camponen11 Sere11y Inl.,m.u.n, by TPI one wrcAl ror .I.ty prat uta . to p.rrerminq the a% runctlons. Installers Snell provltle temporary't A' per SCSI. unless .1.11.0 of hnri a top there ,hell nee. prep%rly a ucna. str.tl.ra rhos nlnq .ne bottom en.rd +nail nava a properly T.IIcga i ATE • rials calling, Locations shown ror permanent lateral r.+tram or wee+ Snell neve brecinq mashes per y's • • DL 10.0 P$F DRW HCUSR6384 16252339 eetiens B3. B1 or 810, es eppllcable. Apply plate+ to eats I. or truss ena position es Shown shove e o j O .n. l.lnt .sons. ..1L++ ..tee otherwise. Rarer to dr.wing+ MA-1 for standard plate position.. LL 0.0 P$F HC ENG SSB/DF 4 �p� Alpin.. a alrulen or nw B.rltlinq compo ant. Group Int. +hen not bo aspen+isle ror en deeia ion from t ••• • drewinq. any leilure to build lna truss in tonformenca with ANSI/IPI 1.ror for bendlinq. shipping, �^ ••�C O R`O�•• AN ITW COMPANY iostella inn A bretinq oT ,ratsses. 'r�,� F •..,w,....... TOT.LD. 37.0 PSF SEQN- 754201 A +eBI en tnU arB.lnp v eerar pp Ila lop tnU erawla Inelen Ba Bee•ounu et pre B+si enol Bnp rosea np r.+p.aa b nl11y ..Lly re. .n.B.+Ipn +hewn. Tn. +.1 ub14i11y .nd ....r .MI+ er.wl.1p ror .ny +a.gt.r. I+ to 24111 Lake Omige Ek.,Suite ISI) r.+penu bin 11y er tn. Be nBlnp B.+IAner per ANSIy1P1 1 set.z. y y k1S1�;�O NJ4l. �" Orlando,FL wsit 12837 for more information , e this job s general notes page end these web —es �•Ha {Is BUR.FAC. 1 .25 lrppp SPACING 24.0" JREF- 1UTX6384Z07 FL COAL Ml 278 AIPINE elpineltw,com tPl www.tpinst.orq; WTCA: www.sbcindustry,c : ICC: waw.Iccs.1'e.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - VB13 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on NMIFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. 0-0-4 3X4 z 5X5 = +1-7-5 2-4 14 5 L �19-2-11 3X as 3X4 = 5-8-12 23-6-0 29-2-12 Over 2 Supports R=95 PLF U=43 PLF W=5-8-12 R=69 PLF U=33 PLF W=23-6-0 se Note: All Plates Are 2X4 Except As Shown. Q"It •S'••.-Y,�J��Y Design Crit : FBC2014Com/TPI -2007(STD) Q • V, F PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04 3. 1 QT :1 1 /4/ / /R/ Scale =.25"/Ft . "WARNLNGI•• READ AND TDLLON ALL NDIES ON THIS DRAWING! • 20.0R E F R6384- 23300 IAADHIANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : AMC).0T ILL P S F Irttrr.e r.lelr. eat,.m. c.re in lebriceting. heneling. shipping. installing ane bracing. Refer le end i' w g �' D L 7 0 P S F DATE 09/08/16 the uten a11111en of B[5I IBelleing Component Sa/ety In lormet ton, by TPI and WrCAI to eatery precU ce • lti parlerming Inose lontllens. Installers Snell prorltla temporary brecing per BCS'. Unless nal ed other 's f ap cne,e rn.n here properly .uecned sveelerel rnulning .ne bon em rmre .nen here . p,bparly .111111 e • ATE ' DL 10.0 PSF DRW HCUSR6384 16252320 1,1111 ceiling. Locations shown for permanent lateral restraint of webs Snell neve brecing installed per S • actions B3. e7 or al BID. es eppliceble. Apply plates to each lace of truss and pbe Ili on as shown above en e • the lolnt Balers. unless noled otherwise. Refer to drawings 180A-Z for stenderd plate positions. �. - UUU LL 0.0 PSF HC-ENG SSB/DF Alpine. a 11lrision al IIW Beiltling Components Group Inc. shell not be rasp ons;hie Lor any titillation from l •• �) `OP•�•_` ,� drineinq. any failure to build the Truss in conformance with ANSI/tPl t. or for hentil inq. snipping. Ow .� L O R • !n1 AN IrW COMPANY inrtailelien A brarinq of I,nrre,. s�^� •...N�c,` .•• ��` TOT. LD. 37.0 PSF SEQN- 754311 A 'eel en 1111' eraring sr esyar gage Ilsting lAla 11rawln In11lealea lees fence e/ pre/eftlen11l MglneellAg — - - I 2400 Lake Or•Ipe LX.Suite 1511 refpensiblllly ailInIT e.il Inge.1s�gnar•P i Aesirivitibi4��i.'na aa. or tRla er.•Ing rd, .ny ..11111..1. Ie to �i�k� TIO NAt `^ D U R. FAC. 1 .25 Orlsndo,FL 32837 to, more information les this job's general notes page and thea web rite,: nig gaga SPACING 24.0" JREF- 1UTX6384Z07 FL www. COA#0 278 ALPINE: w .elpineltc . TPI: www.tp'nst.org: III www.sbcinduslry.com: ICC: www. safe.orp ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminal - V814 )THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on NWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. Shim all supports to solid bearing. 0-0.4 3X4 az 5X5 - 5X5 +- +21 7 5 20-0 11 1-6.14 5 L 3X4 _ 3X4 3-8-12 �(F 12-0-0 alF 13-6-0- 3-8-12 3-6-0 3-8-12 25-6-0 29-2-12 Over 3 Supports R=66 PLF U=27 PLF W=3-8-12 R=76 PLF U=37 PLF W=13-6- M R=74 PLF U=35 PLF W=12.0-0 Rot S Note: All Plates Are 2X4 Except As Shown. .00 •S.•.•% Design Crit : FBC2014Com/TPI -2007(STD) A::�� ' VF '.i� PLT TYP. Wave FT/RT=20%(O%) /10(0) 16 1 . 04 '3. 1 QT .1 L/-/4/-/-/R/- Scale =.25"/Ft . "WAflNING!" READ AND FOLLOW ALL NOTES ON THIS ORAWINDI . • IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : O• T L L 20.0 P S F R E F R6384- 23301 r.galre e.tleme car. in fabricating, hantllinq, ,nipping, installing ane bracing, Refer to and li w • * *' DL 7.0 P S F DATE 09/08/16 the latest sa tion o/ BLSI (Bulleing Component Solely Informellon, by iPl antl WfCA) for sa lett' practices • _ to per/orming mese /unctions. Installers ,hell provide temporary bracing per SCSI. Unie,a noted other • i • top more ,ball neve properly attached structural sheathing add bottom chord shall neva a properly altac d • • gie r.ning. taeaue., ,news rer perm.nent Ineral re,uarot or web, ,ball have bracing inst. I : per ss : ATE i I DL 10.D PSF DRW HCUSR6384 16252357 actions B3. By or Bto, es applicable. Apply plates to e9ch face of truss ane position as snown aeore en o ALP— .h. ,ant Detail,. able„ nates elnerwi,e. Refer to tlrawing, ,BDA-Z for ,tenders plate positions. fC LL 0.0 PSF HC ENG SSB/DF a Lp Alpine, a eivi,ion of ITW Builainq Components Group Inc, Shell not be espensiblA for any deviation from t •. P••• drawl nq, any /allure t. nuilit the truss iu conformance wile ANSI.TPI 1.ror for handling, snipping. ♦ •• AN IT-W COMPANY in,t aI talion A braving or lra„e,. �'O�F+..�OR • �� TOT.LD. 37.0 PSF SEQN- 754203 A ml sn ther.•In0 er eenr p.y. IUtlny UI. er.wln Ineluua ecuyUbu P/ prehul.na .npin..r Ing y r.,penaa slay for tn. e.,lgn enerm. Tba ,at.bll'i ly .nit.,. .r Ini, er.wl ag ver .ny arua.r. 1, to ��qt' s� NAt— s',' DUR.FAC. 1 .25 24(N)Lake OnineDr.,Suite 190 r.,p.nslbllity of tns•ullelnp D.slgnar par AN51/TPI t Sec.2. -ry,r�,��O Orlando,FL 32837Far or. information ... IM,, fobs general nate, page and these wen sites', -"r+WtMHLMiIIuIt � SPACING 24.0” JREF- 1UTX6384Z07 FL COAL NO 278 ALPINE . : elpinw. eitcom: TPI: www.tpinst..rg: WTCA: ~.sbcindustry.com: ICC: wnsv.iccsafe.nrg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T40) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on NINFRS. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind Special loads Deflection meets L/360 live and L/240 total load. Creep increase ------(Lumber Dur.fac.=1 .25 / Plate Dur.Fac.=1 .25) factor for dead load is 1 .50. TC- From 55 plf at 0.00 to 55 If at 10.03 TC- From 28 plf at 10.03 to 28 psf at 11 .00 TC- From 28 plf at 11 .00 to 28 plf at 11 .97 TC- From 55 plf at 11 .97 to 55 plf at 22.00 BC- From 20 plf at 0.00 to 20 plf at 10.00 BC- From 10 plf at 10.00 to 10 plf at 11 .97 BC- From 20 plf at 11 .97 to 20 plf at 22.00 TC- 143.00 Ib Conc. Load at 0.00,22.00 BC- 237.77 Ib Conc. Load at 10.03,11 .97 4X5(R) III 5 5 3X5 3 X 5 0 -33 0-6-3 7- *10-1-8 2X4 Al rl 3X4 4X5 = 3X4 = 2X4(A1) 3X4 III 3X4 III 4-0-0 L 4-0-0 I, 11 -0-0 J, 11 -0-0 J �E 22-0-0 Over 2 Supports ,I IIIUIggp�� R=1196 U=403 W=3.5" s F 1�p-1196 U=403 W=3.5" '•••w f�•�''!�' Design Crit : FBC2014Com/TPI -2007(STD) • �/ PLT TYP, Wave FT/RT=20/Dp/(O%)/10(0) 16 1 . 04 3. 1 QT . 1 /-/4/-/-/R/- Scale =.375"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DNAWINGI T L L 2 0.0 P S F IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _REF R6384- 2 3 3 0 2 Trussa, require ealrame care in lebriceling. handl in,. shipping, in telling end hrecing. Refer to and • -- heedl,len BGGI Ieantlin. Gompenenl Safely Inlormetlon. by TPI end WTGA, lar ,efely pr.[lice1 r D L 7.0 P S F DATE 09/08/16 to perf.rminq the,, lunc,f ons. Installers shell provide tempo.ary bracing per SCSI. UnI... noted other top chord ,hall have properly attached structural shealhing end bellom chard shall here a properly et tech • rigie [ening. Lo[ellonl ,hewn for permanent Inaral restraint of webs shall h.r. bracing installed per Bps ATE DL 10.0 PSF DRW HCUSR6384 16252029 actions B7. 17 ar 810. es applicable. Apply plates to ea[n lace of truss entl position as shown above an d v� O .he n, Details. unless n,lee etherwl,a. Reser drawing, ,BDA-Z slender, plate peaitien,. d, .• L L 0.0 P S F HC-ENG SSB/DF Q �p� Alpine. , eivlsion of ITW Building Components Gr aup Inc, 11,11 not be responsible Tor any eer i,li,n Irom lh �� •.�/�t Q,0��. dl%.'.g. any ,allure to build the truss in %rlorm,nce with ANSI/TPI 1. or for l!ntlling. slipping, �� `ORM.� \ AN I1-W COMPANY installation A br,cinq of """a,. , F ••....w..•• � TOT.LD. 37.0 PSF SEQN- 754770 A ,lel en th L. dr.wing er aonr pep• Illtlnp thl. drewln Indluua ate.y unn of protea ones •npine.rinp yI� V .apenslelnty ,.Liy tar lh. dalgn +hewn. Th. s.rt.ei4ity .ad os. et lhls a..wing /e. .ny .l..glu.. a to 4y S�ONAI.EN�,vr� DUR.FAC. 1 .25 24(x1 .,p..IIbinty of ,h.Bending Designer p.r AN51/TPI , S.c.2. yi Lake orange L Suite I Sfl �gYipf W IUU�"- - Od,nan,FL 32837 ,nr more information tae tp I t.o general natal page and ,les,weh 141,,: SPAC I NG 24.0" J RE F- 1 VTX6384ZO7 FI..COA ND 278 ALPINE: www.elpinailtw.com: TPI: www.lpinst.ofg: WTCA: www.sbcinduslry.com: ICC: www.iccsefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - J81A ) Value Set: 13B (Effective 6/1/2013) (") 1 plate(s) require special positioning. Refer to Top chord 2x4 SP #2 scaled plate plot details for special positioning requirements. Bot chord 2x4 SP #2 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x6 SP #2 :W2 2x4 SP #3: within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind loads based on MFRS with additional C&C member design & Deflection meets L/360 live and L/240 total load. Creep increase reactions. factor for dead load is 1.50. 5 R=88 U=117 12-4.3 2X4 3-1�-3 2X4(") III W2 I � I 0.6-13 — _ 8-9-8 R=209 U=111 3X4 3X4 III 7-10-8 Over 3 Supports fllpllgt��yt� R=296 U=145 W=6.5" �s FIy�9 RL=160 C� TO Design Crit : FBC2014Comp//TPp/I -2007(STD) �' • PLT TYP, Wave FT/RT=20/D(O%)/10(0) 16 1 . 04 3. 1 QT + /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!" RfAD AND FDLLOM All NOTES ON THIS DRAWINGI ; T LL 20.0 PSF IMPORT ANI" FORNISN THIS DRAWING TO All CONTRACTORS INCLIIDING THE INSTALLERS. R E F R6384- 23303 Trusses require eatr�m� care in fabril—ed. handling, sh.pp..q, installlaq and b,acioq. Rete, to end I • * D L 7 0 P S F Ina latest eelllon al BCsI IRuildirs component Safety Information. by TPI and WTCA) for selet1 practices • ' DATE 09/08/16 • ,a par/arming Inose /ancllons. Inslellers shell provide tempor try br a cin' per BCS1. Unless nosed other e • top rhard shell have properly e,leched slruclurel sneelhlnq entl bottom chord Snell neve a properly .,tach • • rigid veiling. Latetlans shown for perma"anl PIT,, res,ralnl of webs Snell neve bracing inslelled par Bf3 t 10.0 PSF HCUSR6384 16252351 �• sections BJ 81 or 810 es eppltceble. aao Apply plates to each lace of truss end p.s l- hown above '� DL DRW Q (� l' ll� The late, Details Nlats noted a,harwlse Refer to drawings 160A for standard plate p t ons. and •• /� A . L L 0.0 P S F -HC-ENG S S B/D F LIP Alpin a desist on of 11W Buila,n' Components Group Inc. shell not ne re,pon,,Ill 1 y d v .tion Irom Ln �• /�I f • s dr—eq. any I-,lure t. Huila the truss in caat.rme nce with ANSI/IPI 1. .r l.r nand) nq. sn ppinq. ••• `ORM--"' nrrlrwcohnrxANr inal.11ellny A braving of t,naaea p F ••........ TOT. LD. 37.0 PSF SEAN- 754465 A N.I .n 1nU fr..ing er a.Y.f p.P !h' no 1n11 er.wlnI, Inelc.U. R"1911 :.p uNf:. a/ prdr...lan.I .nyln..rino * C?,`• n.yana lllltA as Ina ,nigh an..n. TM ful Ubl It7 one ua. of t U avowing ror .ny atructur. Is to �v�ONA�-� �M' DUR FAC. 1 25 241X1 Lake orange Dr,Suite 1511 r..Pa..l b l l l ty el IM Willing D.slgn.r p r ANSI/TPI 1 See.2. J� Orlando,FL A 32737 For ma nfarmar.n a Ines ion . q WTCA m,aa page a,d Inose wen a�lea. rWU/WWu1 S PAC I N G 24.0" J REF- 1 V T X 6 3 8 4 Z O 7 FL COA AD 279 ALPINE alpinel,w.r rvl www.,pin g wreA. am nae.ry.r. Icc: ate.n,g ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - P3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 25.80 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on KUFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. Refer to drawing PB160101014 for piggyback detail . Top chord of supporting truss under piggyback to be braced @ 24" O.C. , unless otherwise specified. 3X4 5 5 X 5 g 5 F_ 0-0-4 21-8-13 3X4(D1) 3 4 = 3X4 = L 18-8-9 I 10-5-8 I L< 29-2-1 Over Continuous Support oen�pp� R=75 PLF U=39 PLF W=29 RL=6/-3 PLF • �,�al�� Note: All Plates Are 2X4 Except As Shown. � .-••`•�• S••,�'!� Design Crit : FBC2014Com/TPI -2007(STD) Q�• v •• PLT TVP. Wave FT/RT=20/DD/(O%)/10(0) 16 1 . .04 3. 1 QT 34 L/-/4/-/-/R/- Scale =.25"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING- ♦ • "INEPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCIUDING THE INSTALLERS. ± • T L L 20.0 P S F R E F R6384- 23304 Trusses require eetr,,, care !n fabricating, handling. shipping. installing and bracing. Refer to and II w / DATE 09/08/16 na Ltast seltion oT Bcsl leane!.g component Safety Information, by TPI and WTCA! far sorely practices DL 7.0 P$F to par/ormi ng loess /unctions. Installers shell pr ov l da temporary bracing per BCSi. unless noted diner / • top chard Snell neve properly ellecnad strut lural she9thing and bottom chertl Snell nave a properly allot e • • rigid ceiling. Locations shown for permanent lateral resvaint or webs shall noes br.cing installed par s • ATE DL 10.0 PSF DRW HCUSR6384 16252327 Q �� sacllons BJ. B] or B70. as applicable. Apply plates t. pec, fete of truss ane rdsilate es shown above en j• •: tn, soirn oa.Ils. artless noise otherwise. Rarer to arewings TeoA-: far st.nae,a plate positions. � � e • � ILL 0.0 P S F HC-ENG SSB/DF Alpine, a elision oT ITw 13IIdInq components Group Inr. shall not ba responsible for any do, on from t • to • .,awing. any Tailor. to build Ina truss in can/ormence witM1 ANSI/IPI 1, or for mooting. shipping. • v • AN IT-w COMPANY in,tallati A h,a,Ing of trusses. t`pp•••��R,.••• ♦ TOT. LD. 37.0 PSF SEAN- 754205 A au1 eu toil e.dwing er cedar pogo ..ung toil erawtn4 Ineleues eeeeRunce or prorualenel englneering -- nepsnslulllty eatery lar the duelgn enewn. The miubl Ily aha us,or t la tlnw!np far any alructun la th �Q v A' 24(x!Lake Orange Dr.,Suite 150 r•sponsf•nity of the Building Designer p.r ANSI/TPI T sac.2. �IjNAL DUR.FAC. 1 .25 Orland.,FL 32937 For more ioformatla sea this job s general notes page and these web sites: /11MISIlWu1 SPACING 2 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 FL COA#0 278 ALPINE aIPin@I tw rom: TPI www,tpinsl.org: WTCA: www.sbcindustry.c : ICC: www. sef..org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T21 ) Value Set: 13B (Effective 6/1/2013) (") 2 plate(s) require special positioning. Refer to Top chord 2x6 SP #2 :T2 2x4 SP #2: scaled plate plot details for special positioning requirements. Bot chord 2x4 SP #2 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC :Rt Bearing Leg 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads based on MJVFRS with additional C&C member design & reactions. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. NINFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4 III 3 X 4 4X5(") 6-4-5 5X6 (a) 5 r— +10-9-0 +8-9-8 3X4(All 2X4 III 3X4 = 3X4 - 2X4(") ) 3X4(R) III �— 4-0-0—� L< — 19-11 -5 Over 2 Supports J _, t � ea R=1014 U=590 W=8" 001/.0 941, ,�II=5" RL=447/-89 ff.•�r wg�7 Design Crit : FBC2014Com/TPI -2007(STD) • PLT TYP, Wave FT/RT=20%(0%)/1O(0) 16 1 . QT -/4/-/-/R/3Scale =.25"/Ft . "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • O. T LL 20.0 PSF REF 86384- 23305 "IMPORTANT" FURNISH THIS DRAWING TO At CONTRACTORS INC.IUDING THE INSTALLERS. ± Trn.1e. regnire ..Trema tar. In l.br eat ng. handling, shipping aslall-ng lad br ng. Refer 11 and II w . �. * D L 7.0 P S F DATE 09/08/16 Ina l.lest adll,on rl RCSI IRu,lding Component Safely Inlarmat,on by iPl end WTCAI f of ely pr act ccs r • to performing Inas. Inactions. Installers snail p,arlde lempor any braring per 0CS1. U less noted other se * • _ _ ___ _ _ top chord shell neva prrparly attached stra—ral sheathing and bottom chord shell have a properly etlec d ATE .° rig-e ening. Location, shown far permanent lateral restraint of webs shell here erernq 1111ruea par s w 0.0 PSF DRW HCUSR6384 16252331 �� E And iras RJ. R1 or R,O, as cted able. Apply fortes la each 1160 of truss tos- -oa es shown above an - 4 O Ina to t D t Is nnllsa areae olherw ae. Refer to drlwlags ,soA-z rbr steoalra pi 1 p in ono 9 �• FC �..•O 0.0 P$F HC-ENG SSB/DF Alpin d' sign of ITW Building Components Group Inc. shell not he responsible f y dev et' n from 1 ♦ ♦ , L L 0 d,awitng y l lure to e.ila the tress n eanlrrmante w to ANSI/iPl ,. er lar handl- q. hlpp'.q, IC •+ R`� 'GS T O T. L D. 37.0 P S F S E A N- 754451 AN IrW COMPANY nstellelinn & bracing of Inns ses 't�j� /�-(1 •+••w•-••w.•_'` A ue1 en tole It ewing or carer pep• IUtlnp tale tlrewlnp. Intllen•L ete.p unn e/ pref.&&lenel enpin•erinp �rtll`V_(� N - ------ -- - -- --- --- -- --------- -- reepenelblllty +.lely Ler the ,neigh ehawn. The fultebl ley ena ufa d/ t la arewing far any structure It IN �I� H A'p \\\��_ -,y 24IAI Lake Orange Ur..Suite 150 r-pen.IbII I t y of the Ntrlldl g D Igo., per ANSI/TPI T Set z. ytj /O ly AL ��'" DOR. FAC. 1 .25 Orlando,FL 32837 For more f I nn a this Inb 5 generales page aid it....weh 1'Ies. Wf 1Q/�Up{ti " - FL COA M0 279 ALPINE alp-naitw.c - TPI'. www.1pinst.orf WTCA. .s bclntlust,y.c ICC: www. safe.ort, S PACING 24.0 J REF 1 V T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - J77 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC OL=4.2 psf, wind Top chord 2x6 SP #1 Dense BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP rig Webs 2x4 SP #3 Wind loads based on IVII with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. R=109 U=220 12-3-9 2X4 a 3-9.9 5 8-9.8 R=118 Rw=185 U=88 3X4 2X4(A1) 4-0-0 J 7-10-8 Over 3 Supports oeamq��yi R=598 U=882 W=8" RL=458/-68 `` �J�'►.7 �" Design Crit : FBC2014Com/TPI -2007(STD) v s$ •• PLT TYP. Wave FT/RT=20%(O%) /10(0) 16 1 . .04 3. 1 QT 14 L/-/4/-/-/R/- Scale =.5"/Ft . WIIRNINGI • READ AND FOLLOW ALL NOTES ON THIS DRAWING! $ • �. T LL 20.0 PSF REF 86384 23306 IMPORTANT" FURNISH THIS OgAWING iU ALL CDNTgACTOgS INCLUBING THE INSTALLERS. trusses raqulre estrame cera In /abriceting. handling. shipping, Installing end bracing. pater to end 11 w • * D L 7.0 P S F DATE 09/08/16 the 1.,:" atest edition of CS fBullding Component Safety In/ormetion, Dy TPI and WTCA) for aefely practices • to par/orminp These functions. Installers shell provide temporary Drecing per SCSI. Unless not etl other r / N top chord shall here properly attached structural sheathing and bottom chord Snell neve a properly attar ! • rigid calling. locations shown for permanent lateral restraint of webs shall have bracing Installed pens • ATE DE 10.0 PSF DRW HCUSR6384 16252336 Q �� sections BIT B7 or 81I es eppliceble. Apply plates to each lace of truss and position es shown above a d o j. •• ,be ,ainl Da al la. unleee haled etherwiee. Paler to dreWinps iBDA.2 Tor stentlartl plate pos h one. • .• L L 0.0 P S F HC-ENG S S B/D F Alpine. a division o/ 11W Building Campone nts Group Inc. shell not be esponfible for any deviation from t r//� �• F O • tlrewing. any failure to build the truss in conformance with ANSI/LPI 1,ror for handling. shipping. OR1 .• AN I1-w COMPANY inatallatian A bracing of Irataea. yip �a '•...,�....• � + TOT.LD. 37.0 PSF SEAN- 754207 A cool en tb Ls lowing ar eovor papa IUting th La drowin�. Indica us accap Unca of prolaas!onol anpinaarinp ��II -(� N - - rnpanslblllty aelaly ler the dealpn shown. Th Sall ubl Ity ane use aT t U drawing for any structure Is th r� 2400 Like Change Dr.,Suite 156 responsibility es the Bending Designer per ANSI/SPI t Sac.2. kI/� IY/14 DL R•FAC. 1 .25 — Orlandn,FL 32837 for more inform.Llon a e Ih!s job s general nates page and these web s!lea: '+�Iwdlwruu►�+ SPACING 24,0" J REF- 1 VTX6384ZO7 FL COA NO 278 ALPINE: Www.a[pine[tw.com; TPI: www.tpinst.org; WTCA: wvw.sbciodustry.com; ICC: www. ccsele.nrg THIS OWED PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336336--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - 181 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #1 Dense BC DL=4.2 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MIVFRS with additional C&C member design & reactions. Lumber value set '13F uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. R=110 U=222 12-4-3 2X4 3-1( -3 5 r— ----- ---- — B-9-8 R=123 Rw=181 U=91 8-9-8 3X4 2X4(All lF 4-0-0 J 8-0-0 Over 3 Supports Imtl � R=601 U=878 W=8" • A�' F/�►eeII'4e� RL=459/-68 OO��••`v,.`N • ••. '�f,�I Design Crit: FBC2014Com/TPI -2007(STD) V' S SII•YY PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0$ 04 1 DQ TY: 1 /-/4/-/-/R/- Scale =.5"/Ft. "wARNIN6!" READ AND FOLLOW ALL NOTES ON THIS DRASFINGI a T C L L 2 0.0 P S F R E F 8 6 3 8 4- 23307 "IMPORTANT" FURNISH THIS DRAWING TO ALI. CONTRACTORS INCLUDING THE INSTALLERS. • Trossas repairs eat.oma care In Iabrlcating, handling, snipping, installing and bracing. Reler ,o ane I l j I Lte,t eellion o/ RCSI teonding Component safety information. by TPI and WTCA) lar ,ale,y practice, * DL 7.0 PSF DATE 09/08/16 le performing hese /unnuon+. I.,tallers.,be .,!do temporary bracing per RCSI. unless do,ee otnarw e op mere ,ban nary properly .ueenee slronaral ,nee,ning aha bottom an ora ,hall here a properly buena • DL 10.0 PSF DRW HCUSR6384 16252353 rigid ceiling. locations shown for permanent lateral restraint er weds she 11 neve bracing installed per B • • sections Bs. R7 or r10. es applicable. Apply plates to each lace of truss ane position as shown above ane In. taint Daull,, obis,, noted otnarwisa. Rer.r to drawings teoA z ror ,lenaera plate po,i lions. ••• �C 'OQ•••� L L 0.0 P$F HC -ENG SSB/DF Alpin.. . e1rl,Ion of ITW Building Components Group lnc. seen bol be responsible far any eevietion from In V� �+ OR • drawing. .ny r.Iuri to belie tea ve„ in conrormence with ANSI/TPI I, v ver nendlin9. shipping. 4 ••'•N.••�•• AN ITWCOMPMWV I.,t.Ilation a bracing of trusses. ia` V TOT.LD. 37.0 PSF SEQN- 754209 A earl en INIe 1.,M"N er eeen pp IletlnR tNle erewln� Indleetn eeeerunee of Preleselenel enElnedrinR �I�� S ` _\N`_ - NepeelNllly solei, ler IINe dnlRn ebeWn. Tb.feluNl It)end use of t is dreWleg fsr any structure U th pfj�hy/ONA�r.�� OUR.FAC. 1 .25 24!x!Lake Orange Dr.,Suite 130 rupenale111ty a/ the relldlep Deeryner per ANSI/TPI 1 IL-2. 22HAry1tmlutl Orlando,FL 32837 For more information sae this job's general notes page and these web site,: SPACING 24.0" JREF- 1VTX6384Z07 FL COA#0!7A ALPINE: wrsr.elpineilw.com; TPI: ~Apinst.org; MCA: wra.sbcindustry.com; ICC: wew.iccliff .org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T3 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x6 SP M2 Webs 2x4 SP #3 Wind loads based on NWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation factor for dead load is 1 .50. contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do not permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporary bracing. 7X8 = 4X5 = 7X8 - 7X8 = 3X4 = 4X5(R) III 8X8 ` — - 7X8 -o, (a) 5 a a) a)(a \a (a a)(a) (a (a) (a 12-9-13 a) ( ) 1-10-1 aa ) 3X4(R) III 3X4 = 5X6 = 4X5 = 5X7 = 3X5 = 5X6 = 4X5(R) III 3X12 III 3X12 III 5X7 R) III 4X5 = 4X8 lE ° _)F 20-0-8 �1F 42-9-12 (Lg=0 26-4-4 36-10-0 _I 63-2-4 Over 3 Supports - �aafnyipi� R=855 LI W=8" 1 79 W=5.5" RL=781/-166 R=2580 U=1666 W=3.5" OO�•••�`�•, . art•so . !� Design Crit : FBC2014Com/TPI -2007(STD) �� S�••♦' PLT TYP. Wave FT/RT=20%(O%)/10(0) 16, 1 .0)� 04 , 1 TY:% / /4/-/-/R/- Scale =.09375"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! or• T C JL L 20.0 P S F R E F R638 4- 23308 "BpORTANT" FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • lrussee salrame care in leblicalin handling 1111 In Installing and brat h "For to ane I • ---- °9 nt * DL 7.0 PSF DATE 09/08/16 9 PP A 9 ss • f 5 ail 1 tom o ant Safety Information. b TPI and WTCA for fat ecllces • tna IaLast seillon a BC I IB a ng p n y y ) y pr to parlarminq mese lonctlons. Instillers snail prorltle temporary bracing per BCSI. Unless no, it oto erwl e • rep doer. shell mere properly etlacnetl slruc ural sneer sing end bottom chore 111111 Nare a properly etlacne rig ceiling. Locations shown for permanent laurel restraint of Webs shall neve bracing installed per e A . ATE DL 10.0 PSF DRW HCUSR6384 16252317 edrens aa. eT or elo. a1 epplfceble. Apply pleas a seen ace o1 tress end posrlion es shown above .nd ne taint Oat al Tl. nnlesl meted e'herwiae. Re/er to erawings )BDA-y lar eL.neaid plate pea"lone �' �C tOP.�•+ L L 0.0 P S F HC-ENG SSB/DF Alpine. a eirls!on a1 ITW Building Components Group Inc shell not be responsible for any deviation from to ©A �� O • AN ITW COMPANY enswelVetlen 6°brec�npeebviles`ne truss in conformance with AN 51/TPI 1. or Inv needling. snipping, ,'/� •� •-•• •• y'y F •' TOT LD 37.0 PSF SEQN- 754347 A udl •n 1BU dr ming er esrer pAp Ilrt log tble dn•In 1"1111.1% ecu tinea eT pr•Tau lonel .ngln.er ing -- - -- - - r.ep.na•Inty ..Lly lar th. ualgn +ne.n. rn. san.b14ity .ne er rile atiag re. .ny atraner. le ti ��i��S MACE '; DUR. FAC. 1 .25 241X)Lake OrWTpe Dr.,Suite ISO resp•n s l e l II I,of the Building Designer par ANSI/TPI T S•c.2. hq _ -_ Orlando,FL 32937 ler more .n I.—LIon see this lob1 general ante, page And lheae web , SPACING 24.0" 1REF- 1VTX6384Z07 FICOAL ND 276 ALPINE wWW.slpineltw.com; TPI: www.lpin It.org: WTCA: www.sbc!ndustry.com: ICC- www safe org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C6) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP SS Dense DL=4,2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP #3 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1 .50. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.=1 .25) TC- From 55 plf at -4.00 to 55 plf at 5.97 BC- From 4 plf at -4.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 5.97 TC- 202.00 Ib Conc. Load at -3.82 Wind loads based on IVWFRS with additional C&C member design & reactions. �R=57 U=122 11-6-1 2 X 4 N 3-0-1 5 — 8-9-8 R=-60 Rw=99 U=29 3 X 4 2X4(A1) lF 4-0-0 _I 5-11 -11 Over 3 Supports �lllplgp�p�� R=886 U=551 W=8" /\►a�r�S F �as RL=254/-65 OOA,`V♦♦,. . ■.��'�♦'/�� Design Crit : FBC2014Com/TPI -2007(STD) a V•♦� S�♦�' PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 .CIA 0 4,k.S. 1 TY:•.1 /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS OBAWINGI ■ T C L L 2 0.0 PSF F "IIsRON1ANT" FLIRN I SH THIS DRAWING TO ell CONTRACTORS INCLUDING THE INSTALLERS. ■ REF R6384- 2330 9 ■ trusses require ..trema cera in lebrice,ing. nandlinq. shipping. Installing end bracing. Re ler Lo end 1 I • * - ,n. Lt.at ee n l.n .1 Bcsl lewileing cmnp.nenl slaty lnlormn l.n. by rPl ane wrcA! lar s.rety pr.rn cea 8 D L 7.0 P S F DATE 09/08/16 to parlorming ;nese l.nc;laps. Installers shell p,aside temporary breclnq per SCSI. Onl ass noted otherw • lop chore Snell neva properly a;;ecnee sl ructurel snee,nldq end bottom chord Snell neva a properly .,taco A �,Q rigid —.1. g. Locrtl.as sawn r.r permanent L,er.l restraint .1 Webs an.n naaa breclnq inuallae per B . ATE `� DL 10.0 PSF DRW HCUSR6384 16252030 sec;i.ns B] Bl or B10 es .ppltcable Apply plates to each lees or truss ane Pos-, n.wn .nave end • ,ne ;.int Dans ansae. n.lee .tharwisa Reler ,. ar.•ings ,BOA i I.r a.ndare pl t p n.n: •■♦• OQ.•♦♦ LL 0.0 PSF HC ENG $$B/DF �J Alpena a dl.Isl.n or i m Bed ding compoaea;: er.ep Inc :hall not ba esponsible r y ae. t n rrnm In ern•ing any ralara ,. dune he ,r.aa in c.nl.rmanre wl,h ANSI,TPI ,.`.r r.r handl q n pping1O �'� '• �QR\ as" ' TOT. LD. 37.0 PSF SEQN- 754788 AN ITW COMPANY i—allation A brarinq of susses. ♦ '■els■ ••■• A wl en Lnl. Unrl ng er ester pp Iln lop LAI. tlre■In Intlluue eau unee e/ pre/enl.nel englnnring // —- ------- - r..p.n.Ienly ..LIF E.r tn.d.elgn ene•n. dh. ewuA Ifil, .ne we.•r tRu er.•!ng gar .ny ev.cl.r. Ie to / s/ N ` DUR. FAC 1 25 24!X1 Lake Oranite L)r_Suite ISI responsibnit-,el the @wilding Designer par ANBI/TPI r sec.z. /��h..._ r` JUTA _-_.. - (XIando,FL 12837 I.. m.ra1,wnl.rmation see thia ;.h s gal ,.tes Page anaae d lh ,web " FL COA#0 278 ALPINE- alpinei .c .s : tPl WWWtpinsl. naraorq: WtCA.' bcind„slry c se ICC: /e org SPACING 24.0 J REF- 1 VTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 sentinel - P1 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 25.80 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP 82 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP N3 Wind loads based on lVWFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Refer to drawing PB160101014 for pigggyback detail . Top chord of factor for dead load is 1 .50. supporting truss under pi d.gyback to 6e braced @ 24" O.C. , unless otherwise specifie 5X5 5 X 5 5 — 5 5X5 0-6-10 0-0.4 21-8-13 3X4(D1) 3X5 = 3X5 - 3X4(B2) I_ 18-8-9 J_ 17-5-4 J I WE 36-1 -13 Over Continuous Support �aatny„�� R=75 PLF U=35 PLF W=36-1-13 • AS FI�;��i�,� RL=5/-5 PLF O��•��. • •.�•• Note: All Plates Are 2X4 Except As Shown. Q ••'.'� .'% Design Crit : FBC2014Com/TPI -2007(STD) a • Vi' ' PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 Ofil 04 n . 1 TY:•b /-/4/-/-/R/- Scale =. 1875"/Ft . "WAflNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • T C L L 20.0 P S F "IAPOR IANI" FURNISH THIS DRAWING TO Ail CONTRACTORS INCLUDING THE INSTALLERS. jR E F R6384- 23310 itu ses re8•Ire e.t roma care In rebr icaling, nendllnp. snipping. Installing ane bracing. paler Tr, and 1 I • the L Lst .elven of ecsl IBullding compenr,nT sefay lnform.uon. by TPI entl wrcA! far selr,ty precT. f 1 i ; D L 7.0 P S F DATE 09/08/16 to parlerminp thea ronrti•ns. Insunr,rs sn.0 1!11. lee temporary brecinp pe114, Rcslunless "Pelee .taerW • Lop cher/ shell neva properly ellecnee structural +nee ming ane bottom more shell neve r, properly •tTech • riffid celrnp. Locations sheens for permanent lateral restraint of Webs shell neer,brerinp installed par R _101, ATE •• Q$ DL 10.0 P$F DRW HCUSR6384 16252324 e1Iie"s ea. RT er els. as eppllreble. APpI1 PleTes to seen fere of Tress ."e poen io" a snow" .bra ane • O ,be taint oaten+. shies+ noTee otnr,rwisr,. Rarer L. erewings IeoA-y for sT.ne.re ptate positions. • •' L L 0.0 P$F HC-ENG S S B/D F Q �p� Alpine. a elrisien of iTW Ruileing Components Group Inc. shall noT be respr,nsibie 1"r any deflation (rem to.t �w'*•' )/ 010 •• - drewing. any lellure to build The Truss in conformance with ANSI/TPI 1. "r 1"r bendling. snipping. 7 /�- �` ` •� AN 17-W COMrxANY in-11 lion . brer;"g ei traser,,. 'y. �'ss••...... TOT LD. 37.0 PSF SEAN- 754426 A vel en InU er nln0 er serer pqe Ilellny Lble erepin Thaler,U. ecc%l,:"11 of preUnlenel enDlnHring -- r.fpenelblllly solely ref sn. aelyn +nope. Tb. eeI I Socly ena ee. or it raw roc .ny evoner. le Tn efy /0 DUR. FAC. 1 .25 24141 Lake(rm8e ire,Suite 130 •spenslell ny er The e.n ono oeslgn•r per ANSI/TPI T s•c.z. - _ -_ _ - -_ Orland.,FL 32837 for mer• information this nob s ge"err,i netaa page and the,"Web it- SPACING 24.0" JREF- 1VTX6384Z07 FLCOA#0278 ALPINE. .IplNeltw.com: FIT: www.Tpinel.org: wlcA: wrw.seri"tlesTry.rom: Ice wrsr. sar,.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T6 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #Z BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVINFRS with additional C&C member design & reactions. Lumber value set "13191" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation factor for dead load is 1 .50. contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do not permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporary bracing. 6X8 = 5X5 - 7X8 7X8 2X4 III 7X8 7X8 = 4X5(R) III = = = 7X8 1-10-1 5 a) \a) a) a) �X\a) (a) (a (a) 8 0 3 y 8-9-8 3X4 - 4X6 = 5X5 = 4X5 = 4X8 = 4X6 = 4X6 3X4(8) III 5X5 - 4X6 III 4X6 III 3X4 - 4X7 4X7 - 3X4 = 4X5 20-0-8 ;w1F 42-9-12 Q'ff'0 I, 14-10-0 J— 48-4-4 63-2-4 Over 3 Supports 11lMipy�pr R=752 U=615 W=8" 738 W=5.5" RL=530/-122 R=3020 U=1808 W=3.5" V� f O ••f•f • ff•••• Design Crit : FBC2014Corn/TPI -2OO7(STD) Q PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 .00 04 k6l 1 TY1 /-/4/-/-/R/- Scale =.09375"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! T C L L 2 0,0 P S F "IMPOHIANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. j R E F R6384- 2 3 3 1 1 irussas ragaire extrema care in /nbricating, handling. shipping. instellinq and orating. Refer to end I II • Lnn lel nst ad,tfan al BCSI IBnilding Comp on ant Safaty In/nrmnlion, by TPI and WTCA! lar safely prectices : D L 7.0 P S F DATE 0 9/0 8/1 6 to parr - ct mese funrtto- Installers shall provide temParery brae ng per BCS,. Unless noted otherw • lop cho d M1all neve properly s s g c s e proper y Se A • eltecM1ed truclurel heethin and bottom hnrtl hell h nttech r. 'gid c 'I- g. total ion, shaven far permanent lateral restraint of Webs shall nave 1,1111n,; tal,ad per B ;AT E: • DL 10.D PSF DRW HCUSR6384 16252329 t'at BIT 81 r B'D as eppl 1""' Apply plates to each face of truss end pos t h n nbove end j --- ---- --- IM1 lo- t D t I unless no led atherlaise Refer to drew-ngs FDA Z for stenaere pl t p t ons. •• •• a �� FL Qom. LL 0.0 PSF HC ENG SSB/DF Alpine a tltvt Stan of ITW Butldtng Components Group Inc. shall not be espons'bl, t y dev etion from to ,. A •• ,O • ,r!.W-nq any retlura to hutld the truss to conformance witM1 ANSI/TPI 1, nr lar hondl'nq. shlpp ing, I /� �. Ot\ ••• V AN ITW COMPANY in sl a,lat'aa a bracing of trossea �i� ''•.f�.••• ' TOT. LD. 37.0 PSF SEQN- 754497 A vel sn Lnl. Infinp er carer gape IUllnp tole tlrefln Intlice u. etc• unu or preUnlona enpinurinp yQ --- - -- - - - - -- - - ---- respenslennF eslelr ror In. a.elon snoam. rn. sulue1�nT .na as.or dila e..flnp far .nr at I,rI In q�� / �► DUR. FAC. 1 .25 241X1 Lake Orange Or.,Suite 150 re span a t e II i t y or The annding Designer par ANSI/TPI 1 seo.2. �� OIYAL V _ - Orlando,FL 32837 For mare information sea th!s lab'. general nates page and these In -11 � SPACING 24.0" J REF- 1 VTX6384Z07 FL COA#0278 At PINE: alp!naltw.c : TPI: vniw.tpinst.orq: WTCA: www.sbcindustry.t . ICC. safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C5D) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP k1 Dense BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chard 2x4 SP k2 Wind loads based on fVM(FRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. R=51 Rw=90 U=164 �11-1-1 2-7-1 5 ( +8-9-8 R=29 Rw=89 U=10 2X4(A1) [< 4-0-0 J 7-1 4-3-14 4-11 -11 Over 3 Supports R=527 U=1027 W=8" RL=418/ 64 O� tela•• as ••la•• Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 . 0 4_1,3. 1 QT /-/4/-/ /R/- Scale =.5"/Ft . "WARNING!" READ 11X0 EOEEOW AEE NOES,RN TNI,OgAWINGI � T L L 20.O PSF IAPORIANi'• FURNISH THIS DRAWING 10 AH CONTRACTORS INCIUDING THE INSIALTERS. • R E F R6384- 2 3 3 1 2 ......... q ire eatrame cera in lebnteting handling shipping, installing and br nq. Reser to no 1 • * �' D L 7 0 P S FDATE 09/08/16 IM1a lel dllion of BCSI (Bullding Component Sol,,, InlormAtlon, by iPI end WT CA) I I ly precl ces ri • t peri m' g Ih ase fund i..,. Installers shall provide tampor Ary br eclnq par SCSI. tInote. other e _ _-- 1 p cho . h II have properly etlecned slruclurel 1111th ng And be".,,chord shell h p pally Attach • 'gid c I'ng. locetlons snow. for permanent lelerel resirelnl of web: Snell nave 0 g s'allee per �S DL 10.0 PSF DRW HCLJSR6384 16252031 onoad r BTO es applicable Apply plates to each lace of truss ane posit h wn above ends •AL�PIHIE� Ih loin, D1te,s;onnnl111 oared athe—i le Rain, to drawings 1BOA 2 Tor standard pl t p ,lions. ��: (� • L L 0.0 PSF HC-ENG SSB/DF ATP,^ lair of IIW Buileinq Components Group Inc. Snell nos be responsible r y . via n From t1 tete•/�t `O�••• o ` d w nq y leisure 10 build the Truss in coalormence w-th ANSI/IPI 1 or for hentll q. M1'ppi ng ♦ O. tete AN ITW COMPANY .tell n A hr Ari no nl 1..1111. '`+tela...•••' TOT. LD. 37.0 PSF SEQN- 754353 A •ell en toU 1.11V"11:11 .11V"0 er eer•r papa IUtinp toU TIr.Winy, Intlicnn ace.o unee of prolan lanai •n01n••rinp y/ �+ —- ----- - - - -- raspenalelllEA • l•TIter tri• d•essnows. l wl I Soc.� lana us•o/ this er•lalne for •ny alruclur• U to 'ykI S,IDNA�E�� OUR. FAC. 1 .2 5 241X1 Lake(11AIlAe Lk.,Suite lSD ripenelblllt)of IM Balleing Designs, par ANSI/TPI 1 ,ac.2. Iy.,�� Orlando.Il 32837 lar moraalar milia. a 1h,1 lab 1 general notes page And thele wan 1i1a1 /Nntwuw " EL COA#0278 AIPINE .alpines-coal TPI a www.1pinsl.o,q: WTCA www.sbcrndast,y.coal Icc: are.o,g SPACING 24.01 REF- 1 U T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T9 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP k3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation factor for dead load is 1 .50. contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do not permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporary bracing. 6X8 = 3X5 = 8X8 = 4X5 = 7X8 - 7X8 - 5X5 = 2X4 III — 5 Na a) (a) (a) (a) 5-6- 1 61-4- L.1 B-9-8 4X6 = 4X7 = 5X8 = 4X6 = 4X6 4X6(R) III 4X6 = 4X6 III 5X6 = 4X7 = L._4-0-°=1_ 20-0-8 �(F 41 3-2 I_ 8-10-0 I, 52-7-15 I i 61 -5-15 Over 3 Supports ,I R=766 U=635 W=8" R=2978 U=1668 W=3.5" � ►y�4 R=1347 U=692 W=3.625" RL=400/-99 ��•••� •�../�/� Note: All Plates Are 3X4 Except As Shown. O�•.•'� S�•I Design Crit: FBC2014Com/TPI -2007(STD) 3 Va • PLT TYP, Wave FT/RT=20%(O%)/10(0) 16 1 . 04,1X3. 1 QT .1 1 / /4/ / /R/- Scale =. 125"/Ft . "WAflNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI T L L 20.0 P S F IMPORTANT" FURNISH IRIS DRAWING TO AtI CONTRACTORS INCLUDING THE INSTALLERS. • R E F R6384- 23313 basses regatta eatreme cera in labricating. hendlinq. shipping, instellinq end brecinq. polar to and • `� *C D L 7 D PSF F Lha fatest ediflan of OCSI'i So Gompon.ht solely In/ormetion, by TPI and WICA) Ior salary pra.tices ri • DATE 09/08/16 to pe r!Ir Ing these fonctions. Installers shell provide temporary brecinq per RCSI. Unless noted other e • top cno re shell neve properly attached structural sheathing and bottom chord shall have a properly attach • rigid failing Locations shown for permanent lateral restraint of webs shall have brecinq installed par eaS�; ATE DL 10.0 PSF DRW HCUSR6384 16252326 n section Ba By r BTO es eppI`eel. Apply plates Io each lace of truss end pos-t- shown above end a� unless holed otherwise Refer to drewtn IE 2 for standard le ALP the D t it . p P om th �� ••� Q` •' 0.0 PSF HC-ENG SSB/DF Alpine tl ren of IIW Ru,ldtng Components Croup Inc. shell not be responsible 1 y d ,� •• L L drawing y I 'lure to eaila the truss in conformance with ANSI/1P1 t. or Inr handl nq. sni "rrt X ��. `0. •• AN Ir-W COMPANY naauatiaa .brecinq of tresses. �� < •�..s...••• �.� TOT. LD. 37.0 PSF SEAN- 754487 A asci en reU uewing er ester pqe luting LNI. ereWln Inaledi e. eauounu e/ pre/naenel r..p.n.Ten lA) .di a) Ler re. e.dign .hash. Las s�l ue14iLr ..a aa. el Lhi. er e.ing far .nr div aster. a th ay s/pNA�EN,�►��'' DUR. FAC 1 .25 241X1 Lake Orange Or.,Suite l Al r..p.n I!e II l sr el th.Building D.fign.r per ANSI/TPI T Sec.z. -- -. Orlmdo.FL 32937 For more information a this job , general notes page and these web sites. ifIg1011uW SPACING 24.0" 1REF- 1UTX6384Z07 FL COA AO 279 ALPINE alpineltw.c TPI waw Ipinst.orq: WTCA. sbc,Id.sIry.c ICC sale.erg THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T15 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 :T1 2x6 SP #2: BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. 5X5 _ 5X5 - 4X4 = 5X7 (a) (a) (a) 7-1 -9 5 r (a) - �8-9-8 2X4 III 3X4 = 3X5 = 4X8 = 4X6 III 3X5(A1) = 3X5 4-0-0 0A--0 17-10-8 _I, 14-0-12 _I �E 31 -11 -4 Over 2 Supports R=1438 U=1036 W=8" Ni'90 U=743 W=5.5" R L=5 6 7/-89 OO��+`•,. .+♦��'v Design Crit : FBC2014Com/TPI -2007(STD) a VV PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0$ 04 . 1TY: /-/4/-/-/R/- Scale =. 1875"/Ft . "WARNING!" READ AND EOLLOAIALL NOTES ON THIS DRAWING: . TCi ll 20.0 PSF REF 86384- 23314 " aw IMPORIANT" FURNISH IHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS • Trusses Ire eetreme care in lebricelln , handling. shipping. installing and bracing Rate, to end 1 I • '# eAa 9 R PP R. R ; • DL 7.0 PSF DATE 09/08/16 Inn let estredltlon of BCSI (Bulldi ng f.ompnnanl Solely Inlnrmotlnn, by IPI and WTCA) for afely practices e to per/orminp these luncllo... Installers shell provide lempor cry b...ing per RCSI. unless noletl olnerwl e _ _ lap choIT rd shell neve properly attached structural sneething end bottom chord shell have a properly attach , ATE rigid calling. Locations shown far permanent lateral restraint of webs shall neve bracing installed par a ewo ♦ DL 10.0 PSF DRW HCUSR6384 16252297 liens B3 B] or 810. es applicable. Apply pietas la each le ce of tress entl posit- sown above AL In lain) Delano. unless noled otherwise Ralar to drawings 1..A Z for standard pl l p :-lions. entl /�/'�♦e♦ //��' O + L 0 0 PSF F H C-E�I C S B/D F ��Nlr� Alpine a dlvlsf on of IIW :,din Components Group Inc. shell not be respons-ITTe f y deviation from th ViA ♦�- L O`O�++e L '-G S d ine any lailure to butltl Ina truss in conlormente with ANSI/LPI 1. or for hendlo sh pp,nq. ♦ R ♦w - - - - - -- --- -- - - ANITWCOMMNY -n lel:enon a hrecinq of bass... /y tCss'•••.•••'t�� TOT. LD. 37.0 PSF SEQN- 754219 A .eel en Env drewln0 er corer pope Iletlnp lnU tlrewlgO. IndleH•e •c upune• g/ prel•u lgn•I •npine•rinp �I��t7/o A'A` rnpnelelllry •sl•ry lar tn• d•elgn +ne.n. Tn• cul vellltr•nd us• e/ this drerinp ler •ny etrueture le to � / r r M` VV � . 24111 Lake LIrainge Dr.,Suite 1511 reepenelelllly of the Be.2. D U R FAC 1 25 ai:dleft Designer p•r ANSI/TPI 1 S• - - LhlAndu.FL 32917 for mo nfarmlllon s Ihls jobs general s page and mesa wen oiler •W w^ SPACING 2 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 FILCOAL#127A ALPINE alpirnai'Iw.c IPI www Ipinst.aig WTCA slo-ad,stry c . ICC efe.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A, DIMENSIONS) SUBMITTED BY TRUSS MFR, (336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C30) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP M1 Dense BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP S2 Deflection meets L/360 live and L/240 total load. Creep increase Lumber value set "13B" uses design values approved 1/30/2013 by ALSC factor for dead load is 1 .50. Special loads ------(Lumber Dur.Fac.=1 .25 / Plate Dur.fac.=1 .25) TC- From 55 plf at -4.00 to 55 plf at 2.97 BC- From 4 plf at -4.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 2.97 TC- 40,00 Ib Conc. Load at -2.98 Wind loads based on MNFRS with additional C&C member design & reactions. R=-107 Rw=337 U=104 10-3-1 1- -1 5 � 8-9-8 R=-4 Rw=93 U=17 2X4(A1) 4-0-0 _I 1P-11-11 Over 3 Suppor6s1 11 �►p!I R=607 U=1187 W=8" RL=357/-60 • .•;•'414 Design Crit : FBC2014Com/TPI -2007(STD) Q S PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .Of 04 .2 TY: /-/4/-/-/R/- Scale =.5"/Ft . —WARNING!" R[ND AND rUILWW TRON iN15 DRAWING- ■ T C IL L 20.0 P S F R E F _ R 6 3 8 4- 23315 "IMPDXIANT" rURN ISH (MIS DRAW INf. in AILL L CONTRACTORS (NCI UDING rHE INSL AlLEflS • Trus Sas Ire earreme care in lebricetin henelin sni n Instellin ane brecin fleler to end 1 1 • * . - rage X. X °Pi g g ; • DL 7.0 PSF DATE 09/08/16 tne Ltat .an ion or ecsl laeu Bing component safely Inlormau oo, ey rPI aha vn cA! ror elety prem re, • to perrorminq Inose ranriions. Installer: :hell provide temporary bracing per Acsl. unless nolee otnerwl e • top [here shell neve properly •tteched structural sheathing ane bottom chord Snell neve a properly attache • - riqie coil,nq. Lucninns sno«n for permanent lateral restraint of webs shell neve erecing rnstallea per e : ATE DL 10.D P$F DRW HCUSR6384 16252032 *" secr ons as ey or aro es applicable Apply plele t ern lore of , uss end pas t nown .bo.e 0 the faint Waf.Ils. unless notes otherwise. flats. t o ngs 1609 z ror stanaara pl t p n ons ena 0" •* �� `OP•e• L L 0.0 P S F H C-ENG S S B/D F Alpine a df vision of ITW Building Components Group I Snell not be respon s-ble 1 y d vial n from th y�� .• O O �. o tlrewinq any failure to voile the truss in cnnfnrmenra w-th ANSI/TPI 1. nr for handl' - - — -- -- — - - ANITWCOMPANY installal A bracing of trusses ng. sb PP�ne� ��i �sn�•••+�■•'�«_`C}'` TOT. LD. 37 .0 P$F SEQN- 4409 REV N u•I •n tNle er nlnW er d•r•r pp Ilse nO tNlo aro«Inv, Inelda.e oede�unu of prebnlonol onylneerinp /��1177/o AI A` �`_ --- responsibility of the ror din•olio Ane.n. TM aul uel Its ane oro of t Io arowlnp for our atrubtun la to 1rl'1{. 2400 Lake Orange Ek..Suite 1511 responsibility.r rn.s■n nn•oes I•n.r par ANSI/TPI r See.z. , �_p DUR. FAC. 1 .25 Orlando.FL 12917 for merenfnrmellan sth lobs general s page and these web sites " - FLCOA#0278 ALPINE elpiaal'Iw.c . TPI w 1pinsl org WTCA sbr,rd,,sI,y rmr, ICC sere orq SPACING 24.0JREF1UTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminal - T2 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.29 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L1240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation contractor, factor for dead load is 1 .50. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. MNFRS loads based on trusses located at least 7.64 ft. from roof edge. 6X8 = 7X8 - 7X6 - 7X6 - 4X5(R) III 8X8 s 7X8 7X6 a)(a) a) (a) a) (a) (a) (a) (a) (a) 12-9-13 3X4 a) a) 4X6 HI 3X4 = 3X4 = 4X4 = 4X4 = 3X4 - 3X8 = 4X4 = 4X6 III 4X6 - 4X1 = 4X6 = L,4-0-0_lE 20-0-8 alF 35-10-0 L 26-4-4 _I_ 29-2-12 ,I I< 55-10-8 Over 3 Supports R11111t ilyi J R=876 U=515 W=8" R=2286 U=1005 W=3.5" �S a R=1292 U=589 W=8" RL=553/-161 OOV0410,••' • 'sly. (4,5" Effective Contact) fly S��'♦ Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0 If 4)9,^,l ItTY.3'. F -/4/-/-/R/- Scale =. 125"/Ft . "WARNING!" READ AND FOLLOW All NOTES ON THIS DRAIYINGI : T-L L 20.0 PSF REF 86384- 23316 IMPORTANT'• FURNISH THIS DRAWING IU ALL CONTRACTORS INCIUOING THE INSTALLERS. 1 g • Trg,,a require .a r.m. t.re In febricetinq. nonoil... snipping. inslellinq ane braeieg. Refer;'i c. .lie la 7t ; ' se TIC L 7.0 P S F DATE 09/08/16 the lata,l seltion of BCSI (Bullolnq Component Safely Inlormelion. by IPI ena V/TCAI for solely practices p ♦ to perlerminq 1M1ese lunttlons. Installers shell prevloe lemporery breting per BCSI. Unless noted otherwi r : ♦ lop chore shell neve properly eltecned structural sbeetning ane bottom chore shell have a properly ellecneE A Qom, rigie lei "" Ft 'M'ns ,bow` for p—anent lateral reslrelnt of weD: .hell neYe nretinq '1n,teuea per Bcs i ♦ lalsDL 10.0 PSF DRW HCUSR6384 16252322 Q LP� sections Be. Bl ar 810, es applicable. Apply pleles to ee ch face o1 truss end position as shown aDave ane ,� ♦♦• ♦ ♦ _- the Joint Oelells, unless nole0 oaberwi se. Refer to erewln I60A-y for alaneere Isle tions. Alpine. A ei.ision of I W Ru Ielnq components crogp Int ,hell not bs responsinleplor enysas.ier gn rrgm In G� h��'+��Q�,Q.♦ L L 0.0 P$F HC-ENG S S B/D F e,e.inq, any Feil r Io beild Ina Irnss in tonlormente wun AnsvrPl 1, lir for handling, sninPing. i� n •••sy...• AN IT-w COMPANY io-11—tio b brecinq of bosses. 4 US ' 'TOT. LD. 37.0 PSF SEQN- 754438 A anal On INla Ifasrl ng Of COYef page IIatINg lbla IfeW INo Inelealea ase.ylanae ar profe/alonel englnaeFT,, �/Ie- lO -- - -- r.ap.ealbnity a.1.Iy r.r tn. Lugn ,neem. Tn. ,elubllity.oa ga. er thio e...Ing rer .ny svgetgr. I, to y NA DUR. FAC 1 25 2-01X1 Lake Ormile Or.,Suite 1541 responsibility or the lenneg Design., per ANSI/TPI I Sec.2. 4/Iyk gv`— U --_- 5 Orlmdo.Fl- 32837 For mo nlormntidn era this lab', general role, palls and these weD files FL COA#1279 ALPINE: alpirnelt--on. TPI: vww.lpinst.orq: WTCA: ..w.sbclnduslry.c ICC: safe orq SPACING 24.0" 1REF- 1UTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T18 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 :T1 2x6 SP #2: BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on KUFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5 = 5X5 = 5X5 - 4X5 5X6 (a) (a) 5-5-9 5 r 8-9-8 2X4 III 3X4 = 3X5 = 3X4 = 3X5 - 5X8 - 4X6 III 4X4(A2) Lov— 4-0-0--J 0-W11 I_ 11 -10-8 21 -7-3 J fL` 33-5-11 Over 2 Supports Rp6pq��/ I R=1492 U=1079 W=8" ►S b�� =1249 U=713 W=3.625" R L=4 3 7/-81 OOV'�.`+'' '••.'•�'/�/L Design Crit : FBC2014Com/TPI -2007(STD) g4,14,,1 PLT TYP. Wave FT/RT=20°/D(0°/D)/10(0) 16. 1 .0 TY. 0 F -/4/-/-/R/- Scale =. 1875"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! : iTL 20.0 PSF REF 86384- 23317 ..IAWOHIANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • rrq„a, ragaira as rams ¢ora in Iabricatinq, hendllnq, shipp.eq, installinq and brecinq. Refer IT and 1q * ' T C L 7.0 P$F DATE 09/08/16 tna lalau aeulon or BCSI Ineildinq campananl Safely lef-enation, by TEL ane WrcAI for safely prem res p . • to parl¢rminut Ihasa lunch ns. Inslnllers shell provide 1¢mperary brecinq Per BCSI. Unless noted 1Ih, is ATE • tap rnortl shell neve properly etternee slructurel sheathing and bottom chord shall neve a properly atlarhed �gDl 10.0 PSF DRW HCUSR6384 16252332 rigid cell,ect Locations shown for permanent lateral raslra ril of webs shall nave brarinq In stalletl per BCS � , serliens 83. 81 ar B10 es aLetl cable. Apply plelas to eacn face of trt ss antl pos t' shown above and o P♦ ♦� - -- -.. the loin) Details unless noted otherwise Refer to drawln t60A Z for sten decd t iligns. '�� 4 O AI a al.l:Ian of TW ealldln cam crga Inc snarl not be r blapf n na.iat on Fra.In ,,%X� 0. Q R\Q •'+ L L 0.0 PSF H C E N G SSB/DF drawing, any leilure 1¢ build the tgrussprne conlnrm anca wilM1 ANSI/TPI 1. orplor handling. shipping, �, n •......•'' AN ITW COMPANY in,lallalinn 6 brecinq aI Ira„a,. y� US �� TOT. LD. 37.0 PSF $EQN- 754474 A Ful en inU drawing er Beyer gaga Ilal log rola enlylny Inalca ua .c nyyunc• of preUnlonal upinurinp ��/� ,O ` ------- ---- -- - - nepsnalellity aauly lar tna du lgn +norm. Th• ultulllty and use al thio tlnwlnp for any structure la to I NA �� 241X!Lake Orange Dr.,Suite 150 ra span a I hi II t o/ the Ba Ilding Designer par ANSI/TPI t S-2. bI11fH11/iNH�1V' DUR. FAC. 1 .25 Orlando FL 32937 Fnr mar¢ nlnrmnl nn ,ee In,, ;ob . ganernl nla, page and the,e web S PACING 2 4.0” J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA MU 278 ALPINE. elpinail rPl —e tplhst—q. WTCA. www.s b,,,d,,Iry.c ICC afe.¢rq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A, DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - 1818 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & :Lt Bearing Leg 2x4 SP #3: reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 5 3X4(8) \\\ R=73 U=136 12-4-3 3-1 -3 2X4 10-1-8 — +8-9-8 R=28 Rw=37 U=6 2X4 III FF 3 4 0 8VBr 3 Supports 31 onow+ II rN1/y* R=136 U=70 W=8" ,,``��►� F�e-��r91 RL=97 O�V••'••• w�•w'��Y/!/v •• Design Crit : FBC2014Com/TPI -2007(STD) • ••�Vf SF � PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .0 4)6,,l TY.4e. F /4/ / /R/ Scale =.5"/Ft . -WARNING-** READ AND FOLLOW ALL NOTES ON THIS DRAWING! • R E F 8 6 3 8 4- 2 3 3 1 8 "IMPOHIANI" FURNISH THIS DRAWING 10 ALI CONTRACTORS INCLUDING THE INS,ALLEgs. � ' T-L L 20.0 PSF ,rus quir. avtreme care in lebricellnq handling shipping, installing end bracing Refer t.oand fo �1r ,'VAT • T DATE 09/08/16 the let sellion ./ BCS. (Builtlinq P,omponent solely Inlormet nn. by TPI and WTCA! I let% prod-cls It r . • TC/L 7 PSF F in pert q Ines. luno ions ...tellers shall pr.vltle lemp.r.ry bracing per BCS.. u .ted top cM1 d he 1. have properly attached structural sheethlnq entl bottom chord shell Itproperty attached ~ rigid -. q. L.cati.ns shown for permen¢nt I.,...I resl,..nt .l weh,, shall nava h q tailed per acs '0 ADL 10.0 PSF DRW HCUSR6384 16252296 Q �� sect-o B3 B1 .r 810 es applicable. Apply plates to each lace o/ truss and pas t h wnsebove entl , e• e .he lo- t Details unless note0 otherwise flefer 1. drew 160A-2 for standard 1 t Ton Alpine a alai:..n .r I,W Building Components Group Inc. .Hall nal be resp.ns'blepf py a viol-.n /ram th s'�'V©A '+. `OR.`O e.• L L 0.0 P$F HC-ENG SSB/DF tlrawinq. any (aiture to build the truss in c,nf,,m,n,e w!th AN51/iPl 1, nr l.r handling, snipping, /` •NeJ•w www•• - AN ITw co MPANY installation A hracinq .f tro,.e.. "_'Z, 9;0 "_ ,9; �� 'TOT. LD. 37.0 PSF SEQN 754456 A sur en Int. enwing er carer pope IUllnp InU Or.wlnyy, IneI CAVA ecceylance e/ pro/enldnel englnnrinp �� O ` ---- --_---- ------- -- — ------- ---- --- rupenslblllry Petery lar Ina Uslpn ..own. TM sur ubllly one me of Ihle Orewing for any nructura Is In / •w^ ;Io C 2401)Lakc OrAnge[A.,Suite 150 responsibility or the Building Designer par ANTI/TPI 1 Sec.2. �U1tIp1�11W�� DUR FAC• 1 •25 - Orlando,FL 32837 For in,,, f mat nsa th- e s lob's general -r, t. epage ,,it i ...web FL COAXI278 ALPINE: alpine,, : TPI'. w tpinst. rq: WTCA .sbcindustry.t ICC crsaf,.erg SPACING 24.01REF- 1VTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T4 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.29 ft mean IT t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #2 BC DL=4,2 psf. GCpi (+/-)=0.18 Bot chord 2x6 SP #2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. WARNING: Furnish a copy of this DWG to the installation contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. DO not permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporary bracing. 4X5 7X8 = 4X5 = 7X8 - 7X8 = 4X5 - 8X8 - 4X5 - 4X5 = 8 X 8 f 5 1X8 � a) a) a) Ila) a1 a) a)(a) a)(a (a (a) (a (a) (a) 12-9-13 1-10-1 4X5 � a) (a) 8-9-8 3X12 Ik 4X5 = 4X5 = 5X7(R) III 4X5 = 4X5 = 4X5 = 4X8 5X5 = 5X5 = 4X5 - 3X5 III 5X6 - 5X7 = 5X7 = 5X6 - L -0- 1 I E4 0 �F 20-0-8 42-9-12 3ul Al 9-4-4 L 26-4-4 45-10-4 J fE 72-2-8 Over 3 Supports M _I c "uW�y R=865 U=711 111 �s rtF �04 W=5.5" RL=785/-167 R=2538 U=1674 W=3.5" OO��•••• • .•.•� f� Design Crit : FBC2014Com/TPI -2007(STD) ' •••v S�•••• PLT TYP. Wave FT/RT=20%(O%)/10(0) 16.1 ,0 �04 1 AA hTY. F /-/4/-/-/R/- Scale =.09375"/Ft . "WARNING!" READ AND rOLLOW BLL NOTES ON THIS DNAWINGI 3 : • TL L 20.0 P S F R E F R6384- 2 3 3 1 9 "IBADfliBNI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • Trusses require extreme care in fsbricanng. nendling. shlpping. instelling end bracing. Refer Lo and to ITT • • DATE 09/08/16 the latest edlllon of BCSI IBullding Component Setely InPormallon. by iPl antl WTCA) for solely prectices p� r 1 • T C L 7 P S F to par terming these (unctions. Installers shell provide temporary brecing per RCSI. Unless noted atherwI • Lep error! Snell neve properly sttacned structural sheathing antl bottom chord shell neve a properly site ane ��{a s� ;AT �r+ rigie ceiling. Lecetlens Shawn ler permanent l.,are. restralnt of webs :nen have brecing Installed per BC �'V 11.}DL 10.O PSF DRW HCUSR6384 16252295 O tactions B3. 81 or 810, es applicable. Apply plates to each fete of truss and position as shown abovs and r he lent Dal ells. unless noted otherwise. Refer to tlrewings ,BDA.Z for slentlerd plate peaivan,. °4. •. �1 ,Qp"O ILL O.O P S F HC-ENG S S B/D F a �po Alpine. a division ul ITW Building Components Group Inc. shell not be re9ponsible for any tlevietion from lh �'� �• O R •.• tlrewing. any failure to build the truss in confarmence with ANSI/iPl 1. lir !°r henolingI shipping, s •ear• ••• AN ITW COMPANY in,tallellen a hra°inq of tr,,,,e,. i."In' '•' e�� OT.LD. 37.0 PSF SEQN- 754503 Tln A ml en Ihla Brewing er cern pIUting lhU Brawln�, Indleeln Beeep arra. bl pre/eaten BJ anpinaerinp ��/ N/,` - - - - rnpenl.11fly sa Uly far tM a.,.:: sho•n. The sal Ubl Ity ad use o/ Lha tlnwing far any uructura Is to /�bI !1 DDR.FAC. 1 25 24(X1 Lake Orange Dr.,Suite 130 ro span lel Ilry el the Building Designer per ANSI RpI , Sec.2. b/IAggg��gpN� Orinndn,FL 32837 For more oformallen sen IF , lob s general note, page end these web ,lies. SPACING 2 4.0" J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA MI 278 AI VINE elpinei to—ons: TPI: www.tpinst.org: WTCA: w,v,v.,bcindustry.com: Icc: www. safe—li nn rnn fin l c THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C4A ) Value Set: 138 (Effective 6/1/2013) Negative reaction(s) of -316# MAX. (See below) from a non-wind load case requires uplift connection. Top chord 2x6 SP #2 Bot chord 2x6 SP #2 (") 1 plate(s) require special positioning: Refer to Webs 2x4 SP #3 scaled plate plot details for special positioning requirements. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Deflection meets L/360 live and L/240 total load. Creep increase BC DL=4.2 psf. GCpi (+/-)=0.18 factor for dead load is 1 .50. Wind loads based on MWFRS with additional C&C member design & Shim all supports to solid bearing. reactions. ++ FIELD APPLIED LEVEL RETURN REQUIRED. LEVEL RETURN AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. CONNECT FOR HORIZONTAL REACTIONS SHOWN. 3XEIM II R=-112 Rw=235 U=58 1D-8-1 5 � 2-2-1 0-0-1 R=0 U=0 _ _ Rh=-193 RL=492/-109 R=-316 Rw=477 U=135 ++ ++ 3X12 III 5X8(") III R=704 U=1171 W=8" 0 6 Rh=193 RL=87/-283 4-8-5 Over 4 Supports G�p►S F��''% Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP, Wave FT/RT=20%(O%)/10(0) 16. 1 .Ojf.04 1 &A ATY.'F, F /-/4/-/-/R/- Scale =.5"/Ft . "WAflNING!" REVD AND FOLLOW ALL NOTES ON THIS DRAWING! AT • 7 • TL L 20.0 P S F R E F R6384- 23320 IMPONT Al." TURNISM THIS DRAWING TO ALI CONTRACTORS INCLUDING THE INSTALLERS. 7C - trusses require aatreme care in lebriceting. hentlling. shipping, Inslellinq and bracing. flelar to and to • • /s DATE 09/08/16 the latest edition el NCSI (Building Componso ent Solely Inlormellon, by iPl ontl WTCA) for safety practices p e TIC L 7.0 P S F p rl 'dip tM1ese /.nrtions Installers sbell provide temporary bracing per BCSI. 11 pled olM1erw r p h. d snail neva properly attached structural ....Iain, ontl bottom chord shall A p party attache �q ;ATE D L 10.0 P S F D RW q'd I' q. Local tons shown for permanent lateral restraint of webs shall nava b . ..Ilea per Bc �! HCUSR6384 16252338 �P� ar B10 as applicable Apply plates la each are IT truss end posit n wo above ontl o • •• - - ea n� ------- - tM1: ion t o t Is unless noted otherwise ReTer to drew'ngs 180A-Z T.r slendertl plate p sillons. ♦ L L 0.0 P S F HC-ENG SSB/DF Q Alp-n d s,an al ITW Building Components Group Inc. shell not b¢ espons'ble f y dev .tion from Ih 9 ��•*, O R`�•♦�• w d -nq y failure to build the Truss In lrafarme ace with ANSI/IPI 1. or for handl- g. hlpping. •.•••.••••• AN(TW COMPANY install—on A hrarine of itn„e,. �y s14v OT. LD. 37.0 PSF SEQN- 754377 A uel en tNU erewlny er eerer pope IUtlnp ENI. tlr.wlnp, Ingle.u. ee upunn o/ pro!en lonU enpinorinp �A --- --------- - -- - - -- --- — -------- respenalel n tT .I.It ler th. eulgn anerm Tn. rel ue.1i” Itr ..a uaa or this tlnwlnp for any rtruetur• la En S/0 /1� � D U R. F A C 1 2 5 2-01X1 Lake Orange Ur.,Suite ISD r.spen s l b l try of th•Building O.sige.r par ANSI/TPI 1 S.e.2. ��t�11W�1N LMandn,FL 32837 ror mora information e a Int, lob's ganerel notes pogo and Thele web tile,. SPACING 2 4.0" J REF- 1 U T X 6 3 8 4 Z 0 7 FL.CWA MO 278 ALPINE alpineilw.cam: TPI: www.1pinat.org WTCA'. .sbaindosiry.Cam'; ICC: sale.Org nn znnz�ntc THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T1 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.91 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot Chord 2x4 SP #2 Webs 2x4 SP #3 :W2, W13 2x4 SP #2: Wind loads based on IVWFRS with additional C&C member design & :W15 2x4 SP M-30: reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation IVWFRS loads based on trusses located at least 7.96 ft. of trusses. See "WARNING" note below. from roof edge. 6X8 = 7X8 = 7X6 = 8X8 5X5(8) III 7X8 0 i 7 X 6 V) ( 5 a) (a) Way 12 9-13 a) (a)(a) 8-9-8 5X6(R) = 5X7 - H0310 = 3X4 = 3X4 = 5X8 = 5X5(R) III 4X6 III 4X6 III 3X4 = 4X6 = 4X6 1LU 0 1_ 26-4-4 _1, 29-2-12 J �< 55-10-8 Over 2 Supports �I R=2136 U=877 W=8" +�j R=2091 U=967 W=8" RL=455/-1090��•••• •'�' (4.5" Effective Contact) .�•to Design Crit : F13C2O14Corn/TPI -2OO7(STD) • �,� $4 ••. PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%) /10(0) 16 1 . 04 '3. 1 QT 1 1 /-/4/-/-/R/- Scale =. 125"/Ft . "1WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • 0. T L L 20.0 P S F "IWORIANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INS1AllE.S . • R E F R6384- 2 3 3 2 1 ■ TrNsses regnlre ea roma t.re in lebricaling, Mntlling. snipping, Insulling .nd orating. Haler to .ne u w • * D L 7 0 P$F D A TE 09/08/16 .n. Ieun Ben ion nl ecsl IBvllelnI component salary Inlormu ion. by TPI .na v/T C Al la, solely prettites • 1.perinrming these Iancllons. Instellars shell Provide tamporery bretint per SCSI Unless noted other r • se top cne d hall neve properly attached structural sheetnlnq one bottom chord shell have a properly ettec1�d • D L 0 0 P S F D R q q. tenons shown1 permanent Tatar I t i t or webs shell neve e q installed per g'gS • T HCUSR6384 16252303 le n. Bl 81 Lr 810 es eppl bl Apply plate l h late of truss end pos t M1 n eeove en,�TsTya,, O h 1 1 0 1 fl unless not d th a Reler t d g 160A-1 lou slnndertl plat p 't' ns. ; A\ 1 W 4 �p� Alp' e e an r nw en'Id' R 1 ponents r.raap I n u ras..R.1"a r y e 'olio. r,am t �O `• F ` P�g•� L L 0.0 P$F H C E NG $$B/DF not ee ( drawing any leilureata Build the Russ in ran/orm an with AN 51/IPI 1. nr Inr handling. sni ppinq. �� O R AN ITwcomp ANY ,.stetter nn A orating nl Tru sal ...... TOT TOT. LD. 37.0 PSF SEAN- 754436 A Bol en thio erewing er nwr pp n n lno s er01wlny Inelen ee 01eee unu of proem lend enolneer"no �Kj'N, IA r..p.nelelnty eaay ler tn. e.elg. 3_111. ,In., ATP%,Ili1, .ne ee. er LRT. er.wing roe .ny evatLar. a In, y s�ONA`�\_� DUR. FAC. 1 .25 240HLake Oran eur,Suite1511 responsibility of the 11.11011.9 Designer per ANSI/IPI T Set.z. �/ x � a+a� SPACING 24.0 JREF 1UTX6384Z07 Orlando.LCOAT. 72777 For mo information on s e this Toe s qa WTCA nates gaga and these wee saes. MHipIW FL COAT 00 278 ALPINE .alpine nw.t rP!: www.LpinsL.arq: wTCA setinaasrryt Ice. waw.itt sele.nrq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C1D ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MFRS with additional C&C member design & Lumber value set "1313" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase Shim all supports to solid bearing. factor for dead load is 1 .50. ++ FIELD APPLIED LEVEL RETURN REQUIRED. LEVEL RETURN AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS, CONNECT FOR HORIZONTAL REACTIONS SHOWN. 9-5-102 Rw= U=47 _;: 1 0-1 -1 5 �8-9-6 0-0-1 2X4(A1) - R=5 Rw=31 U=1 R=0 U=0 �7-2-10 — — — — — — Rh=-226 RL=549/-128 ++ 0 J2 4-9-9 Over 4 Supports — �Rauu.�pr�yy� R=386 U=700 W=8" Rh=226 RL=105/-334 N •7 Cr/� �g ++ • O -•`• .• •• • •••••••'� Design Crit : FBC2014Com/TPI -2007(STD) �i SF • PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 . 04 3. 1 QT 2 L/-/4/-/-/R/- Scale =.5"/Ft . • WARNING1" READ AND FOLLOW ALL NOTES ON THIS DNAWINGI O. ' T L L 20.0 P S F "IWORTANI" FURNISH THIS DRAWING ID ALL CONTRACTORS INCLUDING THE INSTALLERS. ; • R E F R6384- 2 3 3 2 2 busses regeire eatrem. cera In leericeting. haneling. shipping, InslalllnA entl bracinq. fleler to an Il w . 1 * DL 7 0 P S F DATE 09/08/16 Ina latah eel Ilan el Bcsl (enlleing Camponenl Salary Inlormellon. by IPI ane W'TCA) for solely pr lctices Le perfermong Inose lunttiens. Instellars Snell provide temporary bracing par SCSI Unless volae other • _. -_ lap there shell neve properly allot had strnc lural sheathing c s e proper y se R ane bottom bore hell h arta[ • rigieLocations shown ler permanent lateral res Iat of webs shell neva e - g Installee peen S ATE DL 0.0 PSF DR HCUSn6384 16252335 ^a sect,o 133 Bl r B10. es applicable Apply plates to each face of truss end pos-1- hown above • __ _.__ 4 �� the T. t D l n, nnle„ natee etnarw„a Refer to erawi.gs ISDA z for alanaera T, l i l ons 5 ��• �C P• LL 0.0 PSF HC-ENG $$B/DF Alpine a elvlslen al ITW Burleing Componenls Group Inc. Snell not be respens'ble I y e vial'an from 146 • O r•• erawing, any larlure In bulla the bass ,n ren/armance with AN 51/IPI 1. or Inr hanel'ng sh'pping, 1_ � •• O R1 • AN IT-W COMPANY -n slelleU nn A eracing of vases. I� ....... TOT�` TOT. LD. 37.0 PSF SEAN- 754228 A H.I .. ENIe gI FII.g.I e.y.l i•g• IIsl11g I1!1 eI.WII�. I.eleeE.A .tO.pE.Be. CF prCF..FIbN.I .nolp..rin0 �4i p C► N ---.- --. _..- /1�� r.geslN llFF ..LIg 10 tN•eeslgn +n..n. me +aloe IFF ane ue. of L Is er.wing roe .nl uractur. U Ln �y �Q Jv/t,L� �v DUR. FAC. 1 .25 2400 Lake Oninge lk..Suite 191 rNpan,I F11I is.I the Nadleing Designer per ANSI/Til 1 S.c.I. I�gM� --- Orlando, - _. (Mando,FL 12937 for more ieformat,on s thy, Into s geoerel notes page and these web saes "Wh 11i1W11 S PACING 2 4.0” 1 REF- 1 V T X 6 3 8 4 Z 0 7 FL.COAN027x ALpINL: elpineltw.t TPI wsvw.tpinsl.erg, WTCA. sta—duslry.c ICC. safe orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T7 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation factor for dead load is 1 .50. contractor. failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do not permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining aregistered professional engineer for the design of temporary bracing. 6X8 - 5X5 = 7X8 = 2X4 III 7X8 = 3X4 = 7X8 - 4X5(R) III 7X8 1-10-1 5 Xaa) a) a) a) (a (a (a) 7 2-3 T - 8-9-8 3X4(R) III 3X4 = 4X6 — 5X5 - 5X5 = 5X8 = 3X5 - 4X6 = 4X6 = 4X6 III 4X6 III 3X4 - 4X7 4X7 = 3X4 - 4X5 = lF o 31E 20-0-8 aIF 42-9-12 Quo h 12-10-0 —t— 50-4-4 J 63-2-4 Over 3 Supports J IN.it R=754 U=613 W=8" R=3047 U=1783 W=3.5" \�► f gy731 W=5.5" RL=487/-114 ;.. • .•.; •/A. Design Crit : FBC2014Com/TPI -2OO7(STD) PLT TYP. Wave FT/RT=20%(O%) /10(0) 16.i1 .004 , 1 T / /4/ / /R/- Scale =.09375"/Ft . "WARNING!" REAR AND rDLEDW AIL NOTES ON THIS DN&WING! • TC' L L 20.0 P S F R E F_ R6384- _23323 . "IAPDXIANI" FURNISH THIS DRAW INf. 10 All CONTRACTORS INCLUDING THE INSTALLERS • Trusses require extreme cera in Iebricelinp, "Indllnp, snipping. Installing ane bracing. Reler to no I - 1M1e latest eentl.n e/ BC51 (Bulleing Component salary Idlormetlon. by IPI and WicAl for selety pralices . L 7 0 P S F DATE D9/0B/16 t. pert q tons. Iuncllnns. Installers shell provide temporary bracing per PCsI U noted olnerw- • _ _._ top con a .nen neo. properly attached struct-al g p per y e sheathing and bottom mora Snell n o I et acne r�q'e c '1' q. Locations shown for permanent lateral restraint or weds sneu ate.. bracing 'nsten1 per e A • A DL 10.0 PSF DRW HCUSR6384 16252334 section B] B] or 810 es eppl lceble. Apply plates t. seen face of truss ane pas t .own ab. . ane __._ Q II Ir 1'� late to t D t n,nnanless note. ntnerwis. R.ler to ar.wings 1BDA-z IornsL.neara p1 to P tions. �j��. OQ►.�. L L 0.0 P S F HC --.ENG SSB/DF ltL�I(J� AlpLne d' of Iso id the ng Components Group Inc. Snell not be .spoor ITT" f y e vial; n Ir om to VA ♦/`C O�` drawing y I ;lure t. nail. the truss in c.nlormence with ANGI/TPI 1.r r Inr hendl'ng. s.ippi ng.o /�- �•� - ANlrwCOMPANY inslellat-, a brecinq a1 Irn,se, yip F •'•+��•'' q` TOT. LD. 37.0 PSF SEQN 754495 A e•U •n EN U er•Wln/ •r ester pp IleElnN this er•WINo Inalc.L•. .ee•yyE•nc• of gr•r.nlen•I •- in••riny ' � (s/O AL -.— r•ep••elslllrr felelr isr in pelOn +nlLn. The .01.11 IT,.ata ue• of rhle "Inas For •nr .vuIlur• le En �` , H �1 DUR. FAC 1 25 24UOLake Orange Ell Suite LIA re+penelelnrr er rat•e•n•Inq Beelgner per ANSI11PI n Seo.i. 7� Orlantln,FL 321137 For more inrnro— e e th,s job general nate, Page and these web sites S PACING 24.0" J REF- 1 U T X 6 3 8 4 Z 0 7 FL COAT MD 279 AIPINE Ill.. IPI www.tpinst orq. WTCA ~sbcindustry -on: ICC ccaale.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T13 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9,00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. NWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X5 a 3X4 = 2X4 III 3 X 4 5 X 6 (a) (a(a) 9-7-9 (a) 5 r — �8-9-8 2X4 III 3X5 = 3X4 3X5 = 3X4 = 4X6(R) III 3X5(A1 ) = 3X4 4-0-0� 0 0 L 21 -10-8 10-0-12 J 31 -11 -4 Over 2 Supports R=1438 U=732 W=8" ,lp►S F " d�90 U=556 W=5.5" RL=474/-97 QOv-♦•.. • N. '�7/AI Design Crit : F13C2O14Corn/TPI -2OO7(STD) Be V ' PLT TYP, Wave FT/RT=20%(O%) /10(0) 16, 1 ,0$ 041w_- 1 _,,,,,QT 14 /-/4/-/-/R/- Scale =. 1875"/Ft . WARNING! READ AND FULLDwAL NOTES Igx THIS DxewNG TCIL L 20.0 PSF REF 86384- 23324 ■ IEPONIANI" FURNISH THIS DRAWING 10 ALL CONI0.Af.100.5 INf.I IIDINL. THE INSTALLERS • rr•,ses Ire e.rrams cera in lebrlreun nanalin sa • 7AT bL 7.0 PSF DATE 09/08/16 Ina ler est e.frfon el BLSI IBullolnq Componanr Selety Inlormellon. by IPI end WiLA)ns ly et time. structural snaelning enn bottom cnaro Snell n p party attache •Aq. Locations she f p res"It later I t 'nI ofwebs snail nave b q Lellee per B .�j • DL 10.0 PSF DRW HCUSR6384 16252308 ti er BID. as eppl'. bl Apply plate t n face of buss pas- n above end 41 Ih lob' rBDetails unless not . th e. 0.elar l o g 16DA for standard plate '^' AlPlnen a aal,lon of Irwen'le' g c ponent, eroep I n II not ba respons'blepl py a 'soon cram to s'i��•'••��OR,Qdias P♦�\ LL 0.0 P$F FIC ENG $$B/DF AN IT-W COMPANY caeca�nteoy ae brec�egeolevu,sa,,tross rn conlormence wile AN 51/iPl t. or Inc nenatinq, snipping. ,' ♦♦ •.•. ytC ■•• •' _` TOT. LD. 37.0 PSF SEAN- 754370 A al •e Inti u1""1 of Eee•r pqe !R he this enWlnf. InBIce U. ae.o tine. pf pre/n Elena .nylnurin0 �I�♦";,4,,'T/0 A'w��\` — - ----- ------- - - - r..p.nElerlrty ea ay r.r the•.elgn Ene.n. Th• a. I ny.ne NE. er t le ere■Ing roc any nraaer. le Ln 4,,' + `rH �11� DUR.FAC. 1 .25 241X1 Lake OrzLtBe On--SmIe INI r•sp•islenity•f the Building Designer par ANSI/TPI t seta. (Mande,FL 12817 For more Informelloe s e Int, Inn , geeeral nota+ Page ane tease wan ,iIC, SPACING 24.0" 1 REF- 1 UTX6384Z07 FLCOAIN1278 ALPINE'. www.alpiOellw.c IPI v,ww.Ipinslorq. wrcA: sbclnausvy.c Icc: sele.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - M) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid?, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M2 Wind loads based on MFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase MFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 11 11-1 R=133 U=165 I 3-5-1 5 __ 8-9-8 R=52 Rw=93 U=7 2X4(All L 4-0-0 _I 6-3-14 6-11 -11 Over 3 Supports R=572 U=540 W=8" �a 7%, RL=269/•67 oO��.•`•.. • .•.se J ft Design Crit : FBC2014Com/TPI -2OO7(STD) •••� S4•". PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .0$ 04 . 1 JQ TY: /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!" READ AND FOLLOW ILL NDTES ON THIS DRAWING' TIC L L 20.0 P S F R E F R6384- 2 3 3.2 5 • as IMPDN7IN1" TURN ISH THIS DRAWING TO ALL CONTRACTORS INCIUDING THE INSTALLERS. • trusses Ire eelreme care In lebricetin handling. sni In Installin end bra,h Refer to ane f 1 • * - ega 9 9 PP g. q • L 7.0 PSF DATE 09/08/16 Ina latest editlen al BCSI (Bull dlnq Component Solely Informelion. by IPI ane WTCA) for elegy practices • 1.perinrmi nq mese luncllons. Installers shell provide tempor.ry breclnq Per BCS%. Unless haled olherwl e • lop [nord Snell neve properly attached st—ti rel sheathing and bottom chord shell neve a properly eltacne • ATE ,.gid ceiridg. Locations shown for permanent lateral restraint of webs %hall have braclnq irist. led per B : DL 1D.D PSF DRW HCUSR6384 16252033 Tn sections Bl B1 or B.D as applicable. Apply plates to each lace of trt ss ane posit' sown above end e _ O in. Joint Dal ells. ung ass noted otherwise. Reser to all qs ace 2 for staneare pl t p 'ons. e� ACM �p� A division f ITwBanetn Lom trod Inc sna1l not be shod from th •�� `OP••• LL D.0 PSF HC ENG SSB/DF eAeW�na o g Po nen p responsible r y e � d� • O R • ` - - q any failure to build the truss -n ronlnrmence with ANSI/TPI 1. or for hnntllnq ppinq, • - --- AN lrw COMPANY d-11—on a hr.ci on of Irusses. %b lip sS •••+�••'' _`� TOT. LD. 37.0 PSF SEQN- 754372 A tial en EAI. Ireriny er corer pqe IUUny tnU Irewln�. Ina11il eel, "1. b1 prblm genal any In Iny 1I,�� /o NAIL. ,w` r..p..ubinAE ..LIQ 1.r In.I..lyn .N..n. rn. .gn.el n� .ed... gr LAI% it ..lay roc ..1 .uaeLar. a lh NH{. DUR. FAC. 1 .25 2400 Lake Orante Olt.Suite l Sn r LL...Iblilly e1 IN.B.nnlly Designs par ANSI/IPI T S.e.z. _ - OrlBndn.fl- 32877 For more irfl,met,al Sea this Job I genafal dote, Page and thele web s.% SPACING 24.0" %REF- 1VTX6384Z07 TL COAL AD 27A AIPINE alpw lnelt .c : TPI www.1pinst.orq: WTLA. sb—d-try t cos : ILC www Iafe.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T10 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean IT t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP k2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W8 2x4 SP #2: Wind loads based on ItNVFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L1240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation factor for dead load is 1 .50. contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do not permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporary bracing, 6X8 - 4X4 = 8X8 = 4X6 = 7X8 = 7X8 = 5X5 = 5 (a) (a) (a) (a) (a)WEI 4-8- 1 1 1 — Y �8-9-8 V 3X4(R) III 4X6 = 4X6 - 4X7 = 4X12 - 4X6 = 5X5 = 4X6 III 4X8 = 4X1 = 4X6 III L14-0-0I(F 20-0-8 �)F 41 -3-2 R'X'5 I 6-10-0 1_ 54-7-15 61 -5-15 Over 3 Supports R=765 U=636 III R=2994 U=1626 W=3.5" F �'a R=1337 U=687 W=3.625" RL=356/-91 Ov■♦..•• ■ • •.'♦•'/�,/L Note: All Plates Are 3X4 Except As Shown. Q ••� SSG`'• Design Crit : FBC2014Com/TPI -2007(STD) • PLT TYP, Wave FT/RT=20%(O%)/10(0) 16. 1 .0 �04 1 TY. F /-/4/-/-/R/- Scale =. 125"/Ft . "WARNING!" READ AND FOLLIYN All NOSES ON THIS DRAWINGI • T7L R E F R6384- 23326 • � L 20.0 PSF "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. A ■ Irustet Ire art 1817' care in lab.i11lin henelin shl In Insrellln ane bracin Rater to ane to • -– - - .ego 9. 9. 4 : ' DATE 09/08/16 Iha leresl eelllon of BCSI (B.IlInst Component l pr Cy lel temporo.. by IPI entl WiCA! for elegy prat Utes p • • TIC L 7 D PSF F . le perlerminp hese tencrlons. Installers Snell prove de lemporery erect., per ..... SIUnless ntlee tlherwi : roP chore Shen neva prep"I. e.ucn.e :',...rural sheathing and broom cnt.a Shen neve ' prope.Iy attache ATE .,Ale .ailing, Lnculons shown for permanent lateral restraint of webs shall nave bracing ,.walled per BG weO • DL 10.D PSF DRW HCUSR6384 16252319 ra saclians 87 B1 or 810, es eppliceble APply plates ro each leve o/ Ir uss end ,DSII' .own above and o -- me taint Oeleils unless no',ad .r b arw,se Reler 1 e w ngs 160A-2 for srande re I l Irlons. �I d LPP , , tm rn ��♦'OF. OR��O♦�� LL 0.0 PSF HC ENG SSB/DF Alp,na n divlston .I ITW Bu,ld,ng Components Group 1 1"111 not be relpons'ble I e y des el drawing any ',allure to build Ina Truss in coalormnn a with ANSI/TPI 1. or for nand)%, snipping, ••.•• ■.� AN ITW CO MR4NV installation &".'ring .l :..trot. '�y,F�'�,� •"' �� OT. LD. 37.0 PSF SEQN- 754484 A a••1 •B IRU er•wlnN•r nr•r pq• IUEIna LBIe dr•NIBe Inell:•u• •e.aunt• e/ pr•r.ul•n•I •nBinprin0 �i� }•�.I --- r•epBelNllEE +•ulA r•1 u• Rory. +n•n7. Tn• .Ulubllle) 81.81 ue•o/ slue enNlnp ror •nr atruetur• le Ln /y�� IVAI. 2419I Lake OralAe Dr.,Suite lin ••+p•n+lenitS•r the e•n nn•B.el•n•r p.r ANSI/TPI I Sse.z. �W�MHMi1WN 0;0 DU_R. FAC. 1 .25 Q!8000,FL 721137 or mora ,alolar ton s Inn lab s ......1 -1.1 page and Ines'web si las FL COA#0278 ALPINE .alpine nw c : TPl www.rptnst erg: WICA sbcloetsl,y c : ICC s.fe.org S PACING 24,0° J REF- 1 V T X 6 3 8 4 Z 0 7 nn inn inn',c THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T16 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP M2 :T1 2x6 SP N2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP k3 Wind loads based on NINFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1.50. MNFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X5 3X4 - 5X5 = 2X4 III 5X6 so (a) (a) (a) i ' 7 1 -9 5 (a) 2X4 III 3X4 = 3X5 - 3X4 3X5(All = 4X6(8) III 3X5 = 3X4 4-0-00A--0 1, 15-10-8 _I, 16-0-12 J 31 -11 -4 Over 2 Supports MUMS J R=1438 U=772 W=8" ``G�S F��is�/� 0 U=539 W=5.5" RL=388/-86 oOv-♦�`•�• ' `�••or'f/J�'{� Design Crit : FBC2014Com/TPI -2007(STD) •••v S�♦•♦� PLT TVP. Wave FT/RT=20%(O%)/10(0) 16. 1 .0 4 1 AA TY.'�. F /-/4/-/-/R/- Scale =.1875"/Ft . ••WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING- ATas TT� L 20.0 PSF REF 86384- 23327 IWORIANI" FURNISH THIS DRAWING TO AlL CONTRACTORS INCLUDING THE INSrALIERS g • �r Trusses eatrame care in fabricatin bendlin snl installln end brecin Ruler to and Ia • - -- require 9. g PDin9 g g '� : • DATE 09/08/16 7' tne lataat ee+nen el Bcs1 le.11eing c.mp.nent surety InT.rmeu.n. by rPl Ona wrcAl f.r selety pr.n i.'s p� r • • T C L 7.0 P S F to perlerminp mase Iu.....is Installers Ine11 pr ovlle temporary br acing par BCSI. Unless noted ain't wi : _ Lop 1n.re sn.n n.ve vl.perly euernae stI.lU,ral sneatning end bott.m 11.11 ,bell nave a properly euecne ♦ DL 1 O.O PSF HCUSR6384 16252309 riAie ran inp. l.leti,ns shown l01 perm.nenL lateral restraint of webs she n neve lracing installed ver BC • /�,Q�7s.'� Te sections Ba. 131 or 1310 es appl,ceb11 Apply plates to 'ern face of truss ane pos-t- h.wn as... ..I • � 0 O the ),In, 0et.its. unless noted .,berwise Re/er in drawings lFUA ! for slantlerd pl l p ik ons. 4� •♦♦. •�� 4 �p Alpine e division .l ITw Building Comp.nents Gf... Inr snap not be resp.nslble I y d'viet on From to s'�j /�ww ♦ 4 Q R�Q•i G` L O•0 P$F HC-ENG S S B/D F d-voinR any Failure 1. build the truss in conlormence wilt ANSI/TPI I. or for handling. snippinq. T� /�' ••••. •sly L - --- ANITWCOMPANY insuner.n A brae nq of tn,sses. ��y�`�'S+/ •" s �� OT. LD. 37.0 PSF $EQN- 754335 A uel en t•U Ue•Iny er ewer pay. IleUny lhU a/ewln�, IneleHw eecWp unu n/ pre/m 1pna an0ln.er In, - reepu•elellity 1. 1. ler the U.Ign shown. ih. wlt•el Ity ane use of t U'Tering Por any nructur• le th Tl� �.vJ 231X1 Lake Orange U..Suite l"Al respnsleillsy of the Building Oeelge.r per ANSI/Fpl I Secy. ffppf 1 OUR FAC' 1 '25 --- - -- (Mand..FL 32817 for more i formation s e this lob s ganerel rules Page end these web titan " FL COA#0 278 ALPINE .alpine t cont TPI- www.tpinst art; WTCA. shrindustfy—or ICC-. safe..rq SPACING 24.01 REF- 1 U T X 6 3 8 4 Z 0 7 nn rnn nntc THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T19 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 :T3, T4 2x4 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase KVFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1 .50. from roof edge. 5X6 3X4 = 5X5 = 3X4 = 4X5 = 7Us X6 T3 4-7-9 5 8-9-8 3X4 - 3X4 = 4X7 - 3X5 =_ 4X5 = 4X6 III 4X4(A2) 3X5 Liz- 4-0-0-->J 0- 11 I 9-10-8 _I, 23-7-3 J 33-5-11 Over 2 Supports 1111MUMP J R=1492 U=834 W=8" �J F 4411, R=1249 U=550 W=3.625" RL=301/-77 V�+n+• • ••••�/ Design Crit : FBC2014Com/TPI 2007(STD) �O•++v7 S�+••v PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .OG1,04 1 A,8TY. F /-/4/-/-/R/- Scale =. 1875"/Ft . "WARNING!" REID AND IOLL.ALL 110111 ON THIS DRAWING! • • T C L 20.0 P S F R E F R6384- 23328 "IAIPO11ANI" LURNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • • Trnfsef require .etrama cera in lebrlcetinq, handling. fhl In Inslellln entl brecin Reler to entl I I • the In est .en l.n el I[SI IRnlleinp Comp.n ant Safety In/ormePlon, by rvl dna WTCA) for isfety practices p�i / i L 7.0 P S F DATE 09/08/16 to parlarding mese lanctf.n,. tnatellers shall prorltla temporary.racing par eC51, Unless noted of harwi top cnere Snell nate properly etlechae struts ural ,hestninp ane b.ttom chore Snell have a properly et tache j gid c.ilinp. Ioc.uons mown far permanent 1es.rereur.int or w.bs sn.0 n.r. bracing Installed is a +• ATE t, DL 10.0 P$F DRW HCUSR6384 16252333 ertiene Na. e1 or e,o. w epplfceble. Apply p..1.1'1. .eco race or truss .ne po,iu on a mown .ewe and do ^ �V ne folnl Deten,, uhle,s ndlee otherwise. Refer to drawings 160A-y for standard plate positions. • I� Q"•#+ LL 0.0 PSF HC-ENG SSB/DF Q L�d Alpine. a tlivisian of ITW DufltlingrCmnp.nents Group Inc. shell not be responsible l.r any tleviellan from th •.• t O�`O••• Brewing. any failure In build the I uss in c.nlormence wish AN 51/TPI T, or l.r hentllinq, snipping, • + AN IT-W COMPANY instal—inn a hracing nl tree,.,. y'�. • '•••�••• • V d1'TOT. LD. 37.0 PSF SE N- 754476 A tial ee sola Uwln•er ewer pqe IUUn• tnl. Ir wleo Indleeto eauyunu e/ prolade'anal engineer Ing -------- - - -- .wp.euenny ,.lay f.r tib.d.Ign ,dawn. The e.rtullity tie....r thl, dr.Nlag rot any ftreeter. 1. to 4 yi /0111At- `� DUR.FAC. 1 .25 Q 240(1 Lake Orange Dr.,Suite l So responsibility of the•anang Designer per ANSI/TPI t Set.2. Ibtint JU100 _ - orlADdo.FL 32837 Int or, hf.r— i.n sea this Job , general nose, page and In.,.wso ,il.s. S PACING 24.0" J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA#0 279 AIPINI .Ipi ,1 tw.con: Tpl: www.t III se st.org: WTCA: www.sbcineustry.cam; ICC: www.iccs.f..org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C4 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid Located Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP kt Dense BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Wind loads based on MFRS with additional C&C member design & Lumber value set "138" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. R=-1 Rw=187 U=87 10-8-1 2-2-1 5 *8-s-8 2X4(91) = R=17 Rw=88 U=13 L 4-0-0 J < 3-11 -11 Over Supp o r—_- as R=516 U=1080 W=8" ``r�S F�� /iq. RL=388/ 62 Olo�•••••• •••• • • •` •,'v •• `` s' Design Crit : FBC2014Com/TPI -2007(STD) q v' �••� PLT TYP. Wave FT/RT=20%,(O%)/10(0) 16.11 .0 404 1TY. F /-/4/-/-/R/- Scale =.5"/Ft . -WARNING!" READ AND EDLLON ALL NOTES ON THIS DRAWING! TC L 20.0 P S F R E F 116384- 23329 "IAP DN7AN1" FURNISH HIS DRAWING TO ALI CONTRACTORS INCLUDING THE INSTALLERS • T • TrN„e, raga;re e 1 .m. .re ;n lebriuting. handling. ,M1ippinq. Instelling ana bracing. Reler to .na II • + ' L 7 0 P$F DATE 09/08/16 the latest e011len oIr FUNIcIBulleing Component Selety Inlormetion. by IPI ane PTCA) for sa/ely pr ectlees • o perlorming Ines, Ivnttlnns. Installers Snell provide temporary braclnq per SCSI. Unless noted of nerwi • _._. __ Lop cnnre ,hell neve prAperly ettecnee structural snaetning on bottom chore Snell neve a properly attache rigid railing. LOCeuan, ,naw” for permanent lateral ra,traint of web, ,nail nava erering in:tailed per B ; ATE : pL 10.0 P$F DRW HCLISR6384 16252347 ra sections B3. B1 ar 610 es applicable. Apply plates to each lace of truss and posit' nown above ——_— an d �� 1ne lo. Details. ,m ass noted otherwise. Rarer to arawings 1BDA Z for ,tene,re plat p s on, ••• •�• - - Alpin,, . eiri„An of ITP Bvlld,nq component, craap Ina. ,nail hat,,,be ..pons-ble r y e rialian IrAm to ! • CL }^( Q •• L L 0 0 P$F HC-ENG SSB/DF drawing. any /enure IA mild rile truss ,n conlArmnnce wltM1 ANSI/iPl I,ror for hendl'nq, sh-ppinp. ��p••ar•.O• _`an ` AN ITW COMPANY iA,IeIIel,nn . brering of tre,,,,. 4y v ••m•• A�T OT. LD. 37.0 PSF $EQN- 754330 A uel en LAI. er nlnp er cenr p.p Ilu ln• tNU dreWl• Inpluue eau once •f pre r.n len•I en0lnt•rinp A' --- - -- r.,p.n•nulzr ,.ulz r.r til.•.,lyn ,hewn. ln. +•Izeel4itr and N,.al t111, er.Wlny or .nr .vaata.. a to ys��/��irA� DUR. FAC. 1 .25 2301 Lake Onap,Ek..Stle l 511 r•,p—illiIur of Ln•Na uln•D•,lyn•r per ANSIyTPI , sec.z. ""W�//t�11iEMN11M�� OrIanUu.FL 32917 or mare in/erma�an ,.,111, Inb , general n , 1,,” And In,m web , SPACING 24.0 1REF- 1UTX6384Z07 Ft.COA AD 21A AIPINf Ipineltw. om: tPl: 1pin,t.orq: W'CA: e.sbcindus try c : ICC: emse ccsafe.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T5 I Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on lVWFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L1240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation factor for dead load is 1 .50. contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do not permit IVWFRS loads based on trusses located at least 15.00 ft. inexperienced and uninstructed people to install trusses, See from roof edge. "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporary bracing. 5X5 6X8 - 7X8 - 4X5 = 1X8 = 3X4 = 7X8 = 4X5(R) III 3X4 7X8 0 1-10-1 5 a) a) a) a) \a) (a) (a) (a) (a (a) 8-1 -3 (a) j I- _ — �- +8-9-8 u 4X6 III 3X4 = 3X4 - 4X7 = 4X5 = 4X8 = 4X6 = 4X6 = 4X6 III 4X6 = 4X5 = 5X5 = 4X7 - 3X4 = 4X5 = 20-0-8 �jF 42-9-12 o I_ 16-10-0 _I_ 46-4-4 I 63-2-4 Over 3 Supports _I R=756 U=448 W=8" f 26 W=5.5" RL=416/-130 R=2988 U=1297 W=3.5" Design Crit: FBC2014Com/TPI -2007(STD) •••v' s�•••� PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0(,it.04 1 TY. F /-/4/-/-/R/- Scale =.09375"/Ft . "WARNING!" READ AND FOLLON ALL NOTES ON THIS DRAWING' _ : T C L 20.0 P S F R E F R6384- 2 3 3 3 0 "IAPO(IIANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • - trusses require aatrema cera in febriceting. handling, shipping. Instellinp nntl bracing. paler to entl II • • -- - -- Ine leteat eeltlan al Bcsl LBuilding Componanl safety Inlarmetlon. by TPI end WTf.A! rtr :ale.. pratlitee L 7.0 P S F DATE 09/08/16 to perlorminq these functions. Installers shell provide temporary bracing per PCS'. Unless noted atherwi lap the rd shell neve properly ettechee structural sheathing end bottom thortl shell neve a properly altethe O rigi0 ceiling. Intel shown lar permanent lateral restraint of webs shell have bracing inflalled per B ; ATE DL 10.0 PSF DRW HCUSR6384 16252321 Ta t' or 810. es appll cable Apply plates to each lace of truss entl pos t' hown above O th Joint' BDetoils unless noted atherw,se. Refer to drawings 160A y Tor slentlerd plat p t ons, end ' 1• •.• Q Alp' e e dlvls,an of ITW Builtling Components Group Inc. shell not b¢ respons'hle /o y d viet'on Irom th 'i •0 Zs O NF,O •• \ LL 0.0 PSF HC-ENG SSB/DF d ng any failure to bu,le the truss in conformance w11M1 ANSI/TPI 1, or"I or handl g. til o , /A • 1 • AA , - -- - - - ANITWCOMPANY neuet�on a b....no of cruces. ��4`s(� •'•'�'•'• ti`\v 'TOT. LD. 37.0 PSF SEQN- 754500 An u■I ■n tnU V1111:11 ew.r pp IUUnp tAU InWlne In11ut■e ■ee■oounl:■ e! pr■f■nlen■I ■ngln■arinp iII� ------ n.psnel.Illtg s tn• a■elan en..n. Tn. +ul uNII1L7r■ne uf. of thle er■•Inp For ■'a etruclur. U to Ni �OIVAI 24111 Lake Orange Dr.,Suite 150 ra%pan a l■I II t of tb.fall O.elgnrt p.r ANSI/TPI IT= � ,� � DUR. FAC. _1 .25 Orlando,FL 32937 For more information , e this lobs general netee page and these web s—, SPACING 24.0" JREF- 1UTX6384Z07 FL COA ND279 Al www .elpineit w.c : TPI: wawlnst .Ip .org WTCA: sbos tiodtry.c : ICC sef e.erg THIS TIM PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C44 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP M2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #12 Wind loads based on UNFRS with additional C&C member design & Lumber value set "138" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase IVINFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1 .50. from roof edge. R=236 U=209 10-3-15 1-9 15 5 IF — NNII 2X4(A1) R=29 Rw=41 U=0 8-9-8 0-0-1 R=264 U=79 7-2-10 RL=162/-26 O J2 �— 6-11 -9 Over 3 Supports 111MWq��4 ••••ff 1 f�f••• Design Crit : FBC2014Com/TPI -2OO7(STD) PLT TYP, Wave FT/RT=20%(0%)/10(0) 16 1 . .04 '3. 1 QT .1 1 /4/-/ /R/- Scale =.5"/Ft . "MANNING!•• RC All ANO FALLOW ALl NOTES DN rHls ....111131O•I • T L L 20.0' R E F R6384- 23331 "Iup...... IURNISH THIS GNAWING TO All CONTRACTORS INCLUDING THE INSTALLERS • ; P S F Trusses Ire a"trema cera in lebricelin nenelin shl Inslellin eon hre[In paler to entl II q. °°'"q' q w ' 11C DL 7.0 PSF DATE 09/08/16 Ina tete. eelllon a/ 9Csl IRuileing Componanl solely Int"" ion. by IPI en0 WrC.A) for alaly precllca. • I*.,'%d perInose lun[Ilans. Inslellers .bell pro... Iempor... bracing per Nf.51 Unle.s notae o.nar 's • sop chore shall neve properly et.ecnee ssructurel .haemin, end hotlnm mora shall neve a properly atter d • r;nie [ .......... onshown lar permanent lateral restrelnt of webs :hell nava h . ...Ilea per S • DL 0.0 PSF DR HCUSR6384 16252345 �� secs Inn 87 NI nr onto,, es died thle Apply plea es so each lace nl truss ane posit' sb wn above an a -- ATE ane l.' . D . !Is. unless noted otnerwlse Ralar to eraw,n 160A-2 for standard t I.-on:. a "' ° ° ;� �. Q. .+ LL 0.0 PSF HC ENG SSB/DF Alpine ei Isinn al ITW Rulltling Components Group Inc shell has he respons hle f . y d iet on Irom L erewinq any iellnre to bulla .be ,runs in conlormence w11h ANSI/TPI ,. nr for hendllnq ahlppinq, ^ .� `O Q • C AN ITW COMPANY Inslelle.inn A hrecinq of trusses % f.......`...•• �\ TOT. LD. 37.0 PSF SEAN- 754327 &wa •n rola yr nlny.r e•r.r pay. IUtlny tnlr lr..ln1, Inalca.. .reap unn nF prsf.ulen.l •n01n..rin0 y\(s -- - --- -- - --- - - - - rop.nal.Illlr ..LIr ler tn. payn .none. iM .ul Ubl ly ane m.of T I. Or ulny ler tar nructur. U to ��4 / 1 DUR FAC 1 .25 241X1 Lake Oraupe Ur.,Suite 150 ..Pa.11/,111/7 at lh.Eanelne Designs per ANSI/IPI t Sac.2. -y ONA` - -_ -__-- --. Orlando.FL 32937rar mora Information . e this too q.,,.r.1 na,., req. and .base wen . +'uyyyyygyµ�u+p $PACING 24.0" 1REF- 1UTX6384Z07 F'L COA 0027& ALPINE- alpineltw.[ TPI wsre.Ipins..orq: WTCA. sbcineustry c . ICC ale nrq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - C6A ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #1 Dense BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. R=-85 Rw=527 U=146 RL=352/-60 �11-6-1 2X4 III 5 -- 3- -1 — — N *8-9-8 R=28 Rw=39 U=0 4X6 III (F 4-0-0 J �_-9-11 Over 3 SupporLal t1lMlpgtp�t4 R=500 U=1309 W=8" �`` Design Crit : FBC2014Com/TPI -2007(STD) as PLT TYP. Wave FT/RT=20%(O%) /10(0) 16 1 . .04 '3. 1 ` QT 41 1 /4/ / /R/- Scale =.5"/Ft . "WAflNING!" RE IID All).11.111 NOI6 DN THIS 1111111111 • • "IMPORTANT" IURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : O. T L L 20.0 P S F R E F R6384- 2 3 3 3 2 Trusses require eatreme cera in febricatinq. handling, shipping. installing and bracing. Reler to ane II the Ietael eau loo or best 1Baileln r,om Safety Information. b TPI and WTCAr tar ,alai w i * D L 7.0 P S F DATE 09/08/16 g ponent Y Y Y Practices ie perl orml nq mese lunctfons, Installers snnll provlee temporary brae in' per RC51. Unless note. op enure +nenproperly euetned ,vutwr.I snaanlnq no bottom more shall nage a properly auat e • ATE • DL 10• PSF DRW HCUSR6384 16252311 q-e t I' q Lotau ons shown 1or permanent latera rastrainl al webs shall have b - g lsus. par s • • ;does a B] 0, r 810. es appll bl Apply plates to been lace of truss and posit n wn abate an . —- �� n Joint D t I �nunless oat d to ise Refer to drawings 160A-2 for standard plate positions ' ♦ - - - - - d AIp n e w Ba Ie g Components Graap IT.,, ,hall oat be re,pan, hIe I y d an from t '•. Q►•p � C LL 0.0 PSF HC ENG SSB/DF alnR y 1 'I rte td Duild th t ss in con/ormanre with ANSI/tPl 1. r for hanel'nq. sn'ppinq. �i� • 40R\9 ' O O •• AN ITW COMPANY installation A nr..too of trusses. �� F �••"•w•�w,O• � TOT. LD. 37.0 PSF SEQN- 754325 A ua .n Enl. pr.wl n/er corer ppb Ila lop tnl. e er.wlnq, Initai. ae.e unu of preW uenu mpIn..r Ino •y (s - - ---- -- — -- ---- r.y.N.nnn� ..LItr TaD.sioner apn anapar l. ANsEn. aen.el i... ... ...e/ t u er.wlnp Epr .nF .0 attar. a Ln �i��4,, OUR.FAC. 1 .25 241X1 Lake Orange Dr..Suite I SH re.p.Nsil lry .rit. 11.nelep vrPI 1 s.a.z. t q `��..I k�" _-_---_-_ Orlando.rl- 12877 1., more Informallne , e Ini, iah , gaaeral nate, peye aad The,., wan ,ite, "'NAtttppp yq►P" S PACING 2 4.0" 1 R E F 1 V T X 6 3 8 4 Z 0 7 Ft.COA#f1279 ALPINE' .Ipineltw COM TPI tpinst 0rq: WTCA' www ,bclneustry ram. ICC dc,a/e org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T8 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x6 SP #2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase WARNING: Furnish a copy of this DWG to the installation factor for dead load is 1 .50. contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do not permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporary bracing. 6X8 = 8X8 = 1X8 = 2X4 III 7X8 - 7X8 = 4X6(R) III 7X8 � _ -- - 1-10-1 5 a) a) a) a) a) (a (a 6-4-3 V -- - 11, *8-9-8 3X4(R) III 4X6 = 5X5 - 5X6 - 5X8 - 3X5 = 4X6 - 4X6 = 4X6 iii 4X6 III 4X7 - 4X7 = 4X6 20-0-8 �E 42-9-12 0 E 3 E I_ 10-10-0 —1— 52-4-4 ,J 63-2-4 Over 3 Supports J p1�yA► R=755 U=615 W=8" ��►S R�$�6 W=5.5" RL=443/-106 R=3062 U=1748 W=3,5" OOJ••�,.• •.S`.•••% Note: All Plates Are 3X4 Except As Shown. • �••• Design Crit : FBC2014Com/TPI -2007(STD) • PLT TYP. Wave FT/RT=200/0(00/0)/10(0) 16. 1 .0 •. 4)A,,1 TY. 1'. F -/4/-/-/R/- Scale =,09375"/Ft . —WARNING!— READ AND FOLLOW ALL NOTES ON THIS DNAWINGI : • _ R E F R6384-_ 23333 IMPONIANI" FURNISH THIS DRAWING 10 AIL CONTRACTORS INCLUDING THE INSTALLERS. • :T , L 2 0.0 PSF F Trusser regelre eetreme cera in lebricetinq. handling, shipping. Ins11111nq And bNclnq. Reser to and to • T C L 7.0 P S F DATE 09/08/16 the 1 n est ea Icon el SCSI IBul leing component sorely Inlormetlon, hY IPI ane WrCAI for solely prerlLces p • • n perlerming hese Toit"tons. Inslellers Snell provide temporary bracing per SCSI. Unless noted 1lnerwls ATE • 1np chord shell neve properly eltacned strutlnrel sneetnlnp entl bellom r.nord Snell neve 1 properly ettechedAlkils li Aie railing. letat ions shown ler per..n.n: leler 11 Tea relnl of wee: shell neve Orecing inrlelled per BCS '� 1 DL 10.0 PSF DRW HCUSR6384 16252318 ��I ,an ions 137 BI er 810 es epplic able. Apply plates to each 1110 0l buss and poli li M1 wn .here and o •♦ a. •� - - the leint Oelells unless netad otherwise fleler la Brewin 160A-2 for standard lel positions 1 a o g' p p 1 Own •"e (OR\Q .•• LL 0.0 PSF HC-ENG SSB/DF Alp,na a tllvisien ai ITW Buil0lnq Components Group Inc. shell not be espons'bl¢ fo y d 'al on Irom In • erewinp. any Isilure to mild Ina truss in conlorma nce with ANSI'T" 1 or for hentll'nq. sn pp no •••>•�•e♦•• AN ITW COMPANY inslellelion A bracing of ,ranee. TOT. LD. 37.0 PSF SEQN- 754492 A uU ee IhU grewlnp er cover pq. Iln shy tNl. B,,*IB�. Inglen ee .ce.p once b1 prof.nlbnu enyl ne.`1 i ny reepe..lglllty sa lely ler 11 e.slgn ahasen. TN• %.11-X1 Ily ane us. of t is erewlnp /or any structure I1 to 24110 Lake Ofanpe M.,Suite IS11 responsibility .f the 110141.9 Designer pr ANSI/TRI T S.c.2. W�yH p{uW� -DUR.-FAC. 1 .25 Orland.,FL 32X37 ver -or' nl rm.1i¢n s e III, I.b s general ..— p.qa and III—wab a ler. SPACING 24.0" 1 REF- 1 U T X 6 3 8 4 Z 0 7 FLCOAAO278 ALPINE elpinellw..lm: rpt WAss 1pll.l. rg, WTCA sbcirdustry—ne. ICC svvvw.l ccs ole..'q' THIS OWC PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - P2 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 25.80 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot Chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing Deflection meets L/360 live and L/240 total load. Creep increase requirements. factor for dead load is 1 .50. Refer to drawing PB160101014 for piggyback detail . Top chord of supporting truss under piggyback to be braced @ 24. O.C. , unless otherwise specified. 5X5 = 5X5 o 5 r 5 X 5 5 0-0-4 0.0.4 Fl �21-8-13 3X4(D1) - 3X5 = 3X5 = 3X4(D1) 1, 18-8-9 18-8-9 J 37-5-2 Over Continuous Support R=75 PLF U=34 PLF W=37-5-2 ,,``��►S F�/��'�a RL=5/-5 PLF �V••♦•'' ' 'S♦♦:l/� Note: All Plates Are 2X4 Except As Shown. Q .•'J F♦• Design Crit : FBC2014Com/TPI -2007(STD) • ' • PLT TYP, Wave FT/RT=20°/0(0°/0)/10(0) 16. 1 .0 ♦. 4 &TY. T•. F /4/ / /R/ Scale =. 1875"/Ft. "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! . • IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. LI 1 • as T-L I L 20.0 P S F REF 86384- 23334 TrN,sa r.gelre ea reme bore In rebrlceting, hendling. snipping, Insulting ... bracing. Relar le Ane 1. v1tl ; * • T C L 70 P S F DATE 09/08/16 she In au .en ion or BCSI IBuildinp Component Sarery InI= `,ion. by TPI and WT CA! ror slaty pncUce, p . • so performing masa rencUons. Installers shell provide temporary bracing per BCS1. Unles,nolee otnarwls : ATE • sap cne re shall N r.preparly et ucnee ssruc ural snaetnlnp ene bou om chore shall nave a properly n ucnee r,,,. caning. Locations en.— ror permanent lateral restraint or webs shell neve bracing Installed per BCS Is ♦ !`(a/(, DL 10.0 PSF DRW HCUSR6384 16252364 �� seeti:%,113.,11 or BIO. es appllceble. Apply plates 1. each lace or lru,s end position es shown above end /�' the lunless no tell of berwlee. Rarar to Brewin 1BOA-2 for ,tends FIT tele oa!llen.. ap p . y O� •,�(QR\Q .••� LL o.o PSF HC-ENG SSB/DF Alpine, a elision or nw building component, Groep Inc. soon not be re,pon+idle ror Any devl.uon From to , ,y A •• 0. drawing. Any failure 1. bulla the tr.,, in c.nrormenre with .1VTPI ,. nr r.. neneling. ,nipping. I rn ••• • AN ITW COMPANY it 11,t i.. A nrnring or Ir,,,,e,. i�� VS "'•• TOT. LD. 37.0 PSF SEAN- 754240 A uu an this erewlnN er Genf pqe IUtlee this drawln0 Indian g. .oa�unn eF prerau lenu .npin.aring �;*, /O NA�� - ---- - - re.pe..lblllty .bialy ler tn. eeslgn strewn. Is.fultael lty and ufe of t Is drewlnp ref goy structure Is th 231N1Lake orangeDr..Suite lul respeeaFbluty.f the Be,ulng Designer per ANsv]rl 1 S.c.2. ►WtytEhaElWtsV� DUR A FAC. 1 .25 - orlARnn.FE. 32837 For more nrerm.tion see this lobs gen.rnl notes page and The,.web s1Te,; SPACING 24.0 JREF 1VTX6384Z07 FL COAL 00 279 ALPINE: vMw.alpinelltw.com; TPI: www.tpinsl.org: WICA'. .sbclndustry.com; ICC: wne.iccsara.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS N DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T14 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MNFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. fvNVFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X5 : 3X4 = 2X4 in 3X4 \(a) (a) 5X6 (a) 8-9-9 (a) 5 13 8-9-8 2X4 III 3X5 = 3X4 = 3X4 - 3X5 = 3X4 = 4X6(R) III 3X5(A1) Lar— 4-0-0--J 0A--0 I 19-10-8 J— 12-0-12 J fE — 31 -11 -4 Over 2 Supports w�npy R=1438 U=746 111 F �0 U=550 W=5.5" RL=446/-93 OOV •..•• •••.� �� Design Crit : FBC2014Com/TPI -2007(STD) 3 •••� S�•••� PLT TYP, Wave FT/RT=20%(0%) /10(0) 16. 1 .0 .04 1 TY. F /-/4/-/-/R/- Scale =. 1875"/Ft . 'WARNING!" RERD AND roLlaX NEE NOTES ox THIS DRNWIMCI • 7 • TL L 20,0 PSF REF __R_6384- 233.35 "IAPUR IANI" rURNISN THIS DRAW NG 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. • ' Trusses raqulre eetreme care In letriceting, nenUllnq, snlppl ng. installing end bracing. Refer Lo ane to the la est eeltlen er eesl Ienneing component serety Inrermauen. ey rPI ane wrcA! ler sereLy practices p • T C L 7.0 P S F DATE 09/08/16 10 paf/Olminq mese len[Ilons. IOst ellars snen proof eA Tamper Ery tfac Ing per BC SI. Unless nola0 olnarw1 A tap mere mall nese proPe,Iy a tacnae svnctnral sneetning end teuom cne,d sneu ne.a a prope,Iy et acne ri gid ceiling. loceliens mown ler permanent lateral raslralnt of wets snen neve bracing insta iea ver ec ;AT DL 10.0 PSF DRW HCUSR6384 16252313 1��• sert,ons 83 B1 or 810 es eppllcehla Apply plates Lo eecn lace of truss ane pos l e ,..a .bare and o • •� - a Ir Ln /.lot oeLells notes ..,ad Ih wise Refer In erewings 160A Z for standard plate positions. �i� ��•�--a,. O R` • L 0.0 P$IF _ SSB/D.F. I(I`- IUJ (I�� Alpine, a e,r,s,dn of irw Bolla' Lnm is Cron lnc. sno�l nol ba r s it�a r U iatian I-do Ln �'% •• •� L H C E N G P 9 Ponec p e pons 5 • d inq, any le,lure to hullU In ,ss onlermance w'tn ANSI/TPI 1, nr for henUl'nq, tipping. s � •..�•-••.•� ` nrrlrwconnanNr in ellet,nn & bracing of trn '�y�rty OT. LD. 37.0 PSF SEQN 754323 A b•bl bn tnU UnlnR•r nrn TI Ila lAtl to L& er.wlnoo. IAtllee U& •caot•ne• bf Orol•&&Ibn•1 •n01n••riny SII -- - -- Elspnel bi llt; .•L•IE ler IM re.I, an•wn. Tb• sulubllly •ntl ufe •f lhU tlr•riny rnr •nr rtructur• Is to NI�p � NAS 241X1 Lake(kange Or.Suite I VI r•ep•es lbility at sMe••rlelntl o•sltln•r per ANTI/TPI 1 s•a z. M/V•yH �Nttr►� DUR. FAC. 1 .25 _. Orlanan.FL 128)7 to, more of andtion see job s ganeral notespageand them wet s tes SPACING 24.0 JREF 1UTX6384Z07 FL COA#4 27X ALPINE upinert w.cold IN tpinst.org: wre A: bc- al-try 10M, ICC safe erg nn Inn nns c THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A, DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T17 ) Value Set: 138 (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 :T1 2x6 SP #2: BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on UNFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 5X5 3X4 - 5X5 = 2X4 III 5 X 6 (a) (a) (a) 6-3-9 5 r LEI 8-9-8 2X4 III 3X5 - 3X4 - 3X4 = 3X5 - 3X4 - 3X4 3X5(A1) 2 X 4 III 4-0-0--J 0 0 I_ 13-10-8 18-0-12 J �E 31 -11 -4 Over 2 Supports J R=1433 U=1045 W=8" �t�s F 1 U=699 W=5.5" RL=480/-830 ••�� OO\\ •••• ' .•�•• % Design Crit : FBC2014Com/TPI -2007(STD) 3 VV••v S � PLT TYP, Wave FT/RT=20%(O%)/10(0) 16. 1 .0 �04 1�11 TY,�►• F /11 /4/ / /R/ Scale =. 1875"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAININGI • • TL L 20.0 P S F R E F R6384- 2 3 3 3 6 *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • 7k • Trusses eatreme care in fnbricalin handling. shipping. Installingand brecln Refer to and To • Ina lalaslraeiiion al Resl IRnnainq enmpnnant safely Inrn.me°Inn. by rPl ane wrcAl lar safaLy prantlres P T C L 7.0 PSF DATE 0 9/0 8/1 6 lI perlorminq Ihase lune,i ons. Installers shell prove de lamp o r a ry brae ing par flC51. Unless nosed otherwl ± hard she ere attached slruclaral sheathirl end bottom chord shall have a Irl attache lop c o d 11 have praP Y 9 Pr oP Y �a ,,Iraq, Lnoatinns how, for t lateral restraint of webs hall have b—,n inslallea er RC �V DL 10.0 PSF DRW HCUSR6384 16252316 rigid B s permanent s g e sections 83. Bt ar 810. es applicable. Apply plates to each lace of truss end posltloe a In own above end a e — --------- d O In la int Derails, unless noted a'herwI— Refer to drawings IROA Z for stendere plate positions. yj� .�"I��+F ��at L L 0.0 P S F H C-E NG SSB/DF Alpine, a division of ITW Building Lompanents Grlup Inc. shell not be esponslble for any deviation from th ry Z O RSO.ta , s w drewinq any la,lura to hu.'dsses,lruss in conformance with ANSI/TPI I, or for handling, shipping, , /A,' ��e�•.•e••� (�` AN IT-W COMPANY inslallat-no a hr actog of ` •, v OT. LD. 37.0 PSF SEON- 754318 A ml en th 1. er—IBO or Cover page luting this or.wlnp. Inaloetet eeeeplencI of profelelonel enpinwrinp y��II g�lA --- -- ---- ----------------— -------- - napenslellitr ,alas) ler tn•eulpn shown. TM mitaal sty ane ase q/ this enwlnp /or anY etruetun U to S�Oe./'l� DUR.FAC 1 25 241X1 Lake Orange Or.,Suite 150 respansiblll Ey el the Bunting Devlgger par AI IYTPI r Sec.z. fyggp��ggggN� __. Orlando,FL 12837 for mare 'nf matron see this Inb's genernl nates page and ,Less web , SPACING 24.0" 1REF- 1VTX6384Z07 FL COA NO 278 ALPINE- www.alpine'Iw. . TPI www.t Pi as,.or g. wTCA. .sbc dusky r ICC: csale.erg nn fon nn t c THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - K77) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x6 SP #1 Dense :T2 2x6 SP #2: Nail Schedule:0.128"x3", min. nails Bot chord 2x6 SP #2 Top Chord: 1 Row @12.00" D.E. Webs 2x4 SP #3 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MJVFRS. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Hipjack supports 7-10-8 setback jacks with no webs. anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Deflection meets L/360 live and L/240 total load. Creep increase BC DL=4.2 psf, GCpi (+/-)=0.18 factor for dead load is 1 .50. Right end vertical not exposed to wind pressure. (1) 2x6X2-0-0 SP#1 DENSE OR BETTER SCAB. ATTACH ONE SCAB TO ONE FACE OF TRUSS WITH TWO ROWS OF 0.128"X3" GUN NAILS SPACED 6"OC THROUGHOUT ALL MEMBERS WITHOUT SPLITTING LUMBER. 2X4 iii 1 7X8 T2 3-9-6 3.54 " 8-9-8 V 77 2X4 III 4X4 2X4(A1) L 5-7-14 J rE 11 -1 -10 Over 2 Supports ,J R=1278 U=538 W=11 .314" /.` {�qS 6 OVv.. ' •••• `Het l� ••• Design Crit : FBC2014Com/TPp/I -2007(STD) Q •�•V S� ♦ PLT TYP. Wave FT/RT=20/0p/(O%)/10(0) 16. 1 .0 �04 1A 2 hiTY. , F /-/4/-/-/R/- Scale =.375"/Ft . —WARNING!- READ AND rOLLOW ALL NOTES ON THIS DRAWING! • • TL L 20.0 P S F R E F R6384- 2 3 3 3 7 IWORTANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • ' Ire+ses require est reme care In lebricetinq. handling, shlppinq, installing and bracing. Refer to and to • r the Lt t elnnn el Best Iennding componem serety lnlormelien. by "I end WTCAt ler safety erect-des p r • TC L 7.0 PSF ATE 09/08/16 to peri p these lunctlens Installers snail provide temporary bracing per Pf 51. Unless noted other wl A top cno d hall here properly 911ecned slructurel sneethlnq end bottom chord shall have a properly etlaene ri.le a I_ng_ Loceuen, ,hewn lar permanent lateral re,Iralnl of webs ,hall here brae-dq in,l. lee per ec �Q ATE • DL 10.0 PSF DRW HCUSR6384 16252034 Tw section. .3. B) or B10 es eppllceble. Apply plates t.deco lace of truss end position es shown above an0 -- �p� C e P. -- HC-ENG —the Iain, 0etail,, notes, noted otherwise. Rater to drawings 160A-I for standard plate positions. o a. •' `O •• ILL 0.0 PSF F Alpine. a eirision of ITW Building Components Group Inc. shell not be responsible for any deviation from IA s'�}®� •�� O R •� erewng any lailure to build the tress �n cont.rmance with ANSI/TPI 1. or for hentllinq. snipping. T� •�•. •�� AN ITW COMPANY in,ta l.Ilan a bracing el Ss� ••'•• �1V OT. LD. 37.0 PSF SEQN- 4399 REV A uel MIN; ere+ing er carer p.ge luting Lou ereWino Inel ce Ue aceyy once el prehulanel engineer I-- r.:;:. -- ------- - --- ------— -- --- — - ----- r..pena atilt; sola) far tn. ea lgn sheWn. Th. sul uellit).ne us. of thle drFUN far .nr atrectur• a to /y,�� Al 241N)Lake Orange OF.,Suite 151) r.sp.n s l e l l l I.f lh.R.1101ag Designer per ANSI/TPI T S.c.2. -'eWf1 M11NN��l�� DUR. FAC. 1 .25 Orlando.FL 32837 For mare iriormst,on ,ee in,, job s general note, page and the,e web SAIF, $PACING 2 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 FL COA A'0 27A ALPINE- .1p—it,c IN www.tp,nsl.a rg. WteA: www.sti—duslry.c : ICC sale.erq nn Inn nn,c THIS UK PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T20 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 :T1 2x6 SP SS Dense: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x6 SP #1 Dense :B3 2x6 SP #2: Webs 2x4 SP #3 :W9 2x4 SP #2: Wind loads and reactions based on MiNFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Special loads Right cantilever is exposed to wind ------(Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.=1 .25) TC- From 55 If at -4.00 to 55 plf at 7.88 (a) Continuous lateral restraint equally spaced on member. TC- From 28 plf at 7.88 to 28 plf at 20.53 TC- From 28 plf at 20.53 to 28 plf at 33.47 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 4 plf at -4.00 to 4 plf at 0.00 factor for dead load is 1 .50. BC- From 20 plf at 0.00 to 20 plf at 7.91 BC- From 10 plf at 7.91 to 10 plf at 12.00 BC- From 10 plf at 12.00 to 10 plf at 21 .47 BC- From 10 plf at 21 .47 to 10 plf at 33.22 BC- From 4 plf at 33.22 to 4 plf at 33.47 TC- 202.93 Ib Conc. Load at -3.82 TC- 109.07 Ib Conc. Load at 7.94, 9.94,11 .94,13.94 15.94,17.94,19.94,21 .94,23.94,25.94,27.94,29.94,31 .94 33.10 BC- 688.95 Ib Conc. Load at 7.91 BC- 118.02 Ib Conc. Load at 9.94,11 .94,13.94,15.94 17.94,19.94,21 .94,23.94,25.94,27.94,29.94,31 .94,33.10 7 X 6 : 3X4 = 7X6 = 4X8 - 6X8 = 3 X 4 (a) 5 3-9-9 I - ---- - - - - -- 8-9-8 4X5 = H0510 5X12 B336X8 = 3X12 III 5X8(A1) = 4X5 5X5 4-0-0� 0-u11 I 7-10-8 J- 25-7-3 J 33-5-11 Over 2 Supports ,I R=2967 U=1152 W=8" F4w' R=2772 U=1119 W=3.625" as 00 a saigatis Design Crit : FBC2014Com/ PI 2007(STD) '•V� S •�♦. PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/10(0) 16 1 . 04 '3. 1 QT .1 L/-/4/-/-/R/- Scale =. 1875"/Ft . "WARNING!** REND AND FOLLON RLE NOTES ON THIS DRAWINGI • O ' 11.6. 23338 "IWORIANT" FURNISH THIS DRAWING 10 ALL CONTRACTORS INCLUDING THE INSTALLERS. • L L 2 0 T .0 PSF F REF 384- Irusse, regeire e.lr.me tare In feerite:ing. nendnng. snippinq, Ins:elling ane .racing. Refer le .nd n w • �, D L 7 0 P S F DATE 09/08/16 :ne lel es: eon ton " T 19ulleing component solely InlormeU on, Dy rPl ane wrcAl for sorely practices • I peri R :nese /unctions. installer s shell provltle temporary bracing per PCSI. Unl.ss noise other s T. : p ono a hell neve properly It nee slruclurel sneeleing and to In chore shell neve a properly etlec it • ATE • _ Lotennns ,n. I r permanent Ie:erel resvelnl o/ woo: :nen neve or.tlnq in slued per s • • DL 10. PSF DRW HCUSR6384 16252323 i on e] Rt or 9nl es epp"""' l' nl Apply plates To eecn lace of buss and pes'l' noon anove an o : n l.i nt Oetn is unless not d to Tse Re/ar to tlrawings 160A-I for standard plate p Itlons. . d Ap a eler,lnn nl nW 9n,d g D pnnenI. Dra.. Int ,hell n.: ne esp.nsinle I y tleai.rinn Irarn ,9 QQ�♦♦' L L 0.0 P S F H C-ENG SSB/DF dl!.'.g. any lellure In polio A. ss In c.nIt"Dence with ANSI/IPI l.ror for handl nq, snipping. ♦ .� AN ITW COMPANY ;n,Ielle: an a nrecinq nl Ire„a,. ��F S QR�..=`�� TOT. LD. 37.0 PSF SEQN- 754478 A wl •n tNU dr•aring er cern p1 luting Leu er•wlnP. Ingle.ue .e upunu el prol•nlona •n01n•.rin0 �j s `_ ------ ---- - -- - - -___-- - r opsnsl elllty ..Lly ler tA. p.lyn .N.•n. Tne wluel Ity one us. o/ t 1. er..ring for .ny .truer ur• a to �I� 2400 Lake orange Dr..Shite 150 r•sp•n.I a In ty ./ tn.Building Designer per ANSI/TPI I A.c.t. h" /0 AI. ► DUR.FAC. 1 .25 - Or!and..IFL 321137 Inr mere inlnrma ion ... this ion', general note, page and Inose wen ,ria, hfhMilµlgsl>�� S PACING 2 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 FLCOA00278 ALPINE .Ipinanw.t TPI. w. tTo"St.arq. WTCA- www.sotintln,Lry corn: Icc ,afe.nrq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A, DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T27A ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP M2 :T1 2x6 SP k2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP 82 Webs 2x4 SP 83 Wind loads based on MINFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. Laterally brace chord above/below filler at 24" OC (or as designed) including a lateral brace on chord directly above/ below both 2X4 III ends of filler (if no rigid diaphragm exists at that point) 4X4 = 5 5X12 o 3X4 = A 5 r 2X4 III 2X4 III 2X4 III 5X5 (a)(a) a) 10-6-10 7X6 o 8-9-8 3X4 - 3X4 = 3X4 = 2X4 III 2X4 III 3X4(Al) = 3X4 ii 3X8 = 1F 3-8-0-3J L.,::2-9-8>1 I_ 27-4-0 _I 3-3-0 (F 30-7-0 Over 2 Supports ,I R=1267 U=612 W=8" R=11 = that Design Crit : FBC2014Com/TPI -2OO7(STD) ' V SF .. PLT TYP, Wave FT/RT=20%(0%)/10(0) 16 1 . .04_y3. 1 QT 1 1 /4/ / /R/- Scale =. 1875"/Ft . "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! : • Q, ' T L L 20.0 P S F R E F R6384. 2 3 3.3 9 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • • • • Trusses require altrama urs in /ebricet nq nentlllnq shipping, Inslallinq nn0 bracing. peter to and D L 7 0 P S F DATE 09/08/16 Ina latest etlltlon o/ SCSI !BVI Iding Compon an Safety IRformtl,on, by iPl end WT for solely practice' as to peri Ing lease /onttlons. "":it staSnell pr ovltle temptr.ry breclnq per SCSI. Unless noted other 's . • _-___ __-_ -__._ B tap coo d hell here properly ettennetl structural 'beetbinq end bottom cnortl Snell neve a properly etlec®®d • ATE • rigitl r 'I'ng. locelians shown for permanent lateral restraint of webs sneli neve bra[Ing installed per'g1Ls • • DL 10.0 PSF DRW HCUSR6384 16252344 a �� ' n BJ ai s. Bnl es epee,other. Apply plates to sang face of Russ end pos t' how have e o • •. the Joint Oetells voles' noted otnerwl'e peter to drawings 160A7 for standard pl t positions j • Alp ne a tllvl'ton of IIW Buiitltng Components Group Inc. Snell not ba responsible / y dev L' n from t s ♦. �� IOP.• LL 0 0 PSF HC-ENG SSB/DF tl -np env Isilure to bulltl Ina truss In conlormence w-th ANSI/TPI 1. or for handl' q. snlppi q. Lbw• O (� AN ITW COMPANY insuuer on A erecinq of musses. 'r� /�� 'o....•....••• \` TOT. LD. 37 .0 PSF SEQN- 754316 A ...I on this Ar.wing.f t•e.f p.g. Ila leg UNII A�, INBI1.1.. Aee.pL.Be. BL PrBE...IBBa .Aoln..r In (s --. -- - - --- -- — relp•nsl/pity s•I•I) lar th.•.sign sha•n. TA."..",t.hl ItT .n•us• •I this tlr.wing for snT structur. Is to I 241X1 Lake Orange Lk.,Suite FSH r..p.n.lhn lt)a/ th•B.1Fang Designer p.r ANSI/TPI 1 Lc.g. SIO NA�� DUR. FAC. 1 .25 Oriandn,FL 32837 For inr see this job's genarel page - -- - - _- meti°" "etas Intl tease Web "w;we9 gwuppµguW SPACING 24.0 JREF- 1VTX6384ZO7 FL COA NO 278 ALPINE� www.elplrna-Iw.cram rPl: www Ip�nstorq: wrcA: www.sbclnaustry. m. Inc sereorq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - ME ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP N2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP M3 Wind loads based on MIVFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L1240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. 4X4 = 5 5 0-0-4 0-0-4 12-7-11 3 4(D1) - 5X5 a 3 4(D1) 7-9-14 —1— 7-9-14 ,l fF 15-7-13 Over Continuous Support �l 1aMlny�p� R=74 PLF LI PLF W=15-7-13 S F� ►aa RL=5/-5 PLF OJ�•di ••• �/L Note: All Plates Are 2X4 Except As Shown. �.•'� $�••. Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20/0p/(0/0p/) /10(0) 16 1 .0 04 1 nTY:•2 / /4/-/ /R/ Scale =.5"/Ft . WARNING!— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI + IAPORTANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS : T C L L 20.0 P S F R E F R6384- 23340 Trusses requl re eat r LUC cera in Jahr icer inp. handling. shipping, Ins Lalling ane bracing. Reiar La end I • Ina lele,l .eilian BGSI IBnneing Gamp.aeal Salety latarmetian by TPI ane WTGA) lar solely praLlte, D L 7.0 PSF DATE 09/08/16 In perrnrming Ina,a rnnc . Inu ells, ,.all pr ovl.. I.mpo,ary bracing per Br,sl. ualass horse olnarw • Iup nno,e ,h.11 naaa properly euannee svnnwrel snealning ane bou.m snore ,non na.e a properly atlannl¢e ± • rigid c..Ila,. Lone,inn, ,sown for permanent Ielerel resvalnt of webs :non noes bracing Installed per a ATE Q$ DL 10.0 P$F DRW HCUSR6384 16252349 O tactions Bl. B1 or 810. es epplicabl e. Apply plates to each lace of truss and position as shown above end • he Joint 0 tans, ante„ noted otherwise. Rater Id drewinq, 1BDA.1 fo, sleaeare plata posh inns is 9 •� /A Ar 0 L L 0.0 P$F HC ENG SSB/DF Q �p� F Alpine. a division o/ ItW Building Components Group Inc. shell not be responsible for nny devie,,on from In ••�• � `Q• .• ere Ing. any lanllre la none the Ira„ In nnn,nrmenne with ANSI/TPI ,. ar for handling. shipping, $©�t`F •. OR .••�� TOT. LD. 37.0 PSF SEQN- 754392 w 7 AN ITW COMPANY insunntion a brnring dt trusses. •N•••�•••• A ...I .a this ., ....r p.,. nauhB tAla Ir.W1A�. INa1e.u. ..e.RL.Aa. .T pr.ro.I.Na .a0!h..rla0 Z�� S';ONA�-�' - r.+p.a.nlntf I.."IF r.r tN.nae ryR eNll•B. This aun uT Itf Adds. .r t u er.a by roc .af atrogta.. la to rTe► DUR, FAC. 1 .25 2400 Lake LkaORe U..Suite 1511 respenel b l l l tf.1 tN.B.I1.1.�D.slya.r per ANSI/TPI 1 S.c.2. Orlando.FL 72937 far more inlnrmelinn see This lab , general notes page and these web site,. FL.COAL 00 279 ALPINE alpineilw.c : Flit www III,— org. WTCA ww.sbnindn,lry.nam ICC www ccsate.erg SPACING 24.0" J REF- 1 V T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM CDMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V10 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x6 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "130" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.13" due to live load and 0.15" End verticals not exposed to wind pressure. due to dead load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. MFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X5(R) III 3X45MI)— 5 2-2-0 2-2-0 4X6 III 10-1-11 - 4X6 M 3X4 3X4 III 4-0-0—� �4-0-0 (, 8-8-0 J_ 8-8-0 J 25-4-0 Over Continuous Support J ��p►tr R=103 PLF U=54 PLF W=17-4-0 , AAS F�' ria RL=11/-11 PLF O``�• f• -�''Y Note: All Plates Are 2X4 Except As Shown. •. V�.• W %;f Design Crit : FBC2014Com/TPI -2007(STD) a V' • PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 .0 04 . 1 -.,QT 12 /-/4/-/-/R/- Scale =.3125"/Ft . "WARNING!" READ AND rOLLON ALL NOTES ON THIS DRAWINGI • T C L L 20.0 P S F REF _ R63_84- 23341 TURNI SN THIS HAWING 70 ALL CONiflAC70fl5 INCIUOINf. THE ST "IAIPOg1AN1" 0 E IN ALLEflS • Trusses evt 11111 eme care In labrlcat in bandlln sni In Installln end br.cin Raler to end 1 I • - e°.ire q. q q tc DATE 09/08/16 tha Lte,tretlltlan el BI:SI IBulltling campn.ant Salaty Inlarmatlan. by TPI end WTCA, Inr celery pr.rtire, i D L 7.0 P S F _ - Io pnr/ -nq mese /unctions In,tellers shell provide temporary bracing per PC51. Unless noted aThe rw e • lop ch d hell neve properly attached struclurel shealninq end bottom chord shall neve a properly slide n ± 'q,e 'I R. Lorations shown for permanent lateral restraint or webs shell have h g trolled per B . AT 0 17 DL 10.0 PSF DRW HCUSH6384 16252352 do 83 Bl r 810 es eppllceble. Apply plates to each lace of buss end posit 0 h wn ebova and • O IA lo' t 0 I I unless noted otherwise Refer to drawings 1BOA-2 for slenderd pl l p -tions. � ♦.♦ .• d IL�p Alpine . etat,ton or ITw Bnildi.q c.mpe.ent, troop Inr shall hat be resp.ns hie r any a.vial .n from to Qom, ♦♦� O R`4P•• L L 0.0 P$F H C E N G SSB/DF d wi nq any Iellure to build the truss in cnnl.rmance with AN51/IPI 1. or for hentll ng, snipping, dread, •• AN ITw COMPANY -nstellet on a br..i nq al trn„e, ,y� '�•.•..•••C'_`G� TOT. LD. 37.0 PSF SEQN- 754402 A ...I .. tell. it, .re...IBq. lelele.u. .aa.ou.a. .l pr.L.u.ha .nol...rl.o poi S/ONA�• `\_ - - - - - '::,P::::. ..p.na lit,:1'1b. a a, f.r tel.e..l.el .ele♦w. rb. e.lt..l It, ..e....f t 1. er.wlny /., .n, ,LepeLar. 1. to , , �► D U R. FAC. 1 2 5 24(NlLakeOlatBeDr.,SuilelStl rop..sl.lnt'.r tb. el.n.lny Dsnly♦.T p•r ANSI/TPI T s.c.2. Orlal FL 32837 Inr mnre inform..... , . Ib., I.h'. ....ral nnla, page e.d Ire-wan $PACING 2 4.0” 1 REF- 1 V T X 6 3 8 4 Z 0 7 FL COAL AD 278 ALPINE: www alpineilw c TPI www 1pinst orA: WTCA, www,s bcind us t r y cors: ICC efa .rp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V11 ) Value Set: 130 (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MNFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L1240 total load. Creep increase See DWG VAL160101014 for valley details, factor for dead load is 1 .50. MNFRS loads based on trusses located at least 7.50 ft, from roof edge. 4X4 = 5 r— 5 0-0-4n 101 0-0-4 �10-11-11 3X4(DI ;s 3X4 - 3X4(D1) I_ 11 -9-13 ,I_ 11 -9-13 i-rz 23-7-10 Over Continuous Support J R=74 PLF U=28 PLF W=23-7-10 I,�` >�S F) �•��hl RL=5/-5 PLF 0��•'•0 • rate.•/�!'Y Note: All Plates Are 2X4 Except As Shown. �.•'� S`�.••, Design Crit : FBC2014Com/TPI -2007(STD) V' • PLT TYP, Wave FT/RT=20%(O%)/10(0) 16 1 ,OPI 04 . 1 TY:•2 /-/4/-/-/R/- Scale =.3125"/Ft . WARNING! READ AND FOLLIN ALL NOTES ON THIS ORAWURGI U. T C L L 20.0 P S F R E F R6384- 23342 IhP0fl1AN/" FURNISH THIS DRAWING LD ALL CONTRACTORS INCLUDING INE INSTALLERS. N 1 Trese regelre etrama care In labrlcellnp, nantlling. shipping. Instelling entl bracing. Retar to ane f • ^IN. I:I.,L .Iltlen e/ BD31 (Balleing Gompenanl Sele y I1 Irmetion. by FPI .n1 wrGe) ler selety practices D L 7.0 P S F DATE 09/08/16 Io par forming to As tuner ions. Installers Snell pr orlde temporary bracing par SCSI. Unless noted otnerw • top cnerd Snell neva properly etlecnee structural Shea thlnp entl bottom chore shell here a properly attar sloe • rigid calling. L-11-1 snows for parmenent lateral restraint of webs shell neve bracing inetallaa per a ATE �• DL 10. PSF DRW HCUSR6384 16252354 ectiens 13. RT or BID. es applicable. epply plates to been taco of truss entl pose n on as snewn above asa • _ INa la lnl Dale lis, unless noted etharwlse. Rater to drawings 180A1 for llender0 plate positions. ••. O ♦ — �J Alpena. a elrlalan n/ ITW Bantling Gampnnan" Groep In'. orbit nal ba rasp onsi"a Inv any tlerleL iqn Tram Ln .•� Q'♦.• LL 0.0 PSF HC-ENG SSB/DF drewlnp. any lellure Ie exile the truss in r nlormance wits ANSI/TPI 1. or for noodling. snipping. •• 4 ` •♦ AN ITW COMMNY .n see III, n a breainq of trreeee. ,��ss••�R•• � OT.LD. 37.0 PSF SEQN- 754404 A boat on Lhle Irdwlny or eenr pupa luting tnu erdwlAe IAelda.. de upunoe of pro/en tonin englnm lny I� /0�� --_--_- -_- respanflBllit)r solely ler the Iesign !h"""LL suitehl Ity ane use of t le brewing for any structure Is th �� 24IRILakeOTAng'Dr,Suite[SO rasp.nalallty of the Building Designer per ANSI/TPI 1 Sac.7. k•�'., e tiDUR.FAC. 1 .25 Orlando,FL 32837 For more nrnrmatlnn sea this lob s general notes page end these web site: W�pgIHAIE FL COA 00 219 ALPINE: twrw.alpineillw.cem: TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: wworAccsele.orq SPACING 24.0" J R E F- 1 V T X 6 3 8 4 Z 0 7 THIS DN'O PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V12 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP N3 Wind loads based on NWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L1240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. IVWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 = —� 5 2X4 III 2X4 III s x- 0-0-4 0-0-4 11-9-11 3X4(D1) 2X4 III 2X4111 3X4 = 2X4 III 3X4(D1) I_ 9-9-13 _1_ 9-9-13 J fE 19-7-10 Over Continuous Support J ata��pii R=74 PLF U=28 PLF W=19-7-10 ` AS F ►y�4 RL=5/-5 PLF Design Crit : FBC2014Com/TPI -2007(STD) v • PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04 . 1 T ! / /4/-/ /R/ Scale =.375"/Ft . "'WARNING!- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • "IhN'ORTANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ; T LL 20.0 P S F R E F R6384- 23343 Trusses raq.lre .etreme cera In I.bricating, nendling. snipping. Inslelling ane.Icing. Rarer Lo end I • * * D L 7.0 P S F In I.t.%t .ditlen el Bcsl (Building Dempenenl G.rety Inrarm.tlen. by TPl ane w"DA) f.r ,.l.ly practices r. • DATE 09/08/16 le per/arming Lha%e /unttiana. Inatellers Snell gravida tamporely bracing per BCSI. Unless noted other a IOP chore Snell here properly att.cbee structural sheathing end bottom more Snell neve a properly attach • • ri qid t Ii.q. Loteu on% +hewn for permanent laurel restraint of web% %hail hove bracing installed per I#s�; ATE ; DRW HCUSR6384 16252355 T' sections B3. D] or 81D. es epplfuDle. Apply pleas to escn fete or truss and position as shown above and 10 0 PS he folnt Detail%. .nla%% hated.I.erwl%e. R.ler t.drawl.,% ,BDA.: far %Iand.rd plat. pe%diens 0 LL 0.0 PSF HC-ENG SSB/DF ALP Alpin.. . eivlsion ar r]weudaing componenu Group roc. shed not be rasps.%ible ur any duration rrom a �� •. /CI `O`_�. - e.awrnq. say fodure a e.ile the tru:, ,n tonformente with AN t. o, ror neneling, sn�pp�nq. •• `OR` •• - -------- ANirwCOMPANY ,e%,edaian a br.tinq of Ira%%e,. '••...�..••• ' TOT, LD. 37.0 PS F SEQN- 754406 A sol .n tole drawing er torn gape Ila log thio enwin Indluu. Bets tent. el prele.el.nel ...p.aaenus ..ul� T.r tn.p u.ign Shawn. Tn. +Nn.bllny .ad or.wfog far .ny aratter. I. In /S�QNA�-��lb� DUR,FAC. 1 .25 241NIL cOhning LT..Suite 150 resp...lbllily eF the en adlnDesigner per ANSIrTPI T Sec.z. / OrlRndn.Fl. 32937 ror more �nfOrmnion sae this lob's general notes page dna these wee oile% �Nlxpwtwo apW� - - - - - - --- FL COA AD278 ALPINE alprneltw.eom: EPI: Www.tpinst.org: WTCA: www.secindustry.com: ICC. s.fe.o,g SPACING 24.0° J REF- 1 V T X 6 3 8 4 Z O 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V13 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 = 5 F 5 2X4 III 2X4 III 3X4(D1) 3X4(D1) 0-0-4 0.0.4 12-7-11 2X4 III 2X4 III 3X4 = 2X4 III I, 7-9-13 —1— 7-9-13 _J 15-7-10 Over Continuous Support J R=74 PLF U=31 PLF W=15-7-10 ` AS F/ �..4►14, RL=S/-5 PLF �� oesads Design Crit : FBC2014Com/TPI -2007(STD) ••�'` S�••• PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04 3. 1 QT ! /-/4/-/-/R/- Scale =.5"/Ft . "WAflNING!" READ AND EOLLON ALL NOTES ON THIS DRAWING! • T L L 2 D.D P S F IAIpOR IANI" TURN)SM ,HIS DRAWING 10 Att CONTRACTORS INCLUDING THE INSTALLERS. ; R E F R6384- 23344 :11:111 INV eareme ogre :"61 n laarlceting. handling shipping. Insulllnq .ntl brecinp. Reler to.ntl * D L 7.0 PSF DATE 09/08/16 the ledit len of SCSI IBulldlnp Component Sele,y Inlormallon, by rPl antl WICA1 for sorely ted other ri to perlarminp these fnnctlons. Installers shell provi tle temporary brecinp par #C51. Onlass noted other e - tap chard shall nate properly ettecnee fl roct:%1 she ethl np antl bottom chord shell beve a properly Attach • rigid calling. Lor.1i.ef shown for permanent lateral restraint of webs shell have bracing Installed per 865-10; ATE DL 10.0 PSF DRW HCUSR6384 16252356 aetlens #7. •7 er RTO. as applicable. Apply plates to each face of trust end position as shown ebora and' . (ne Taint Dallf, anlese nal ad o,her wis. . R.,or I. .rewingf 160 A-1 lar f,and.,d plate do fit 1 •. A .` ILL 0.0 P S F HC ENG S S B/D F d �p� Alpha, a dlrlslon or I,W..11.,0, components crony Inc. anal) o. be refpons�ble rot any tlevl.0 on from ,h o •.•�� 1O` �• drewlnp, any /allure In build the truss in conformance with ANSI/TPI 1. or for hendllnq, sh i ppinq. .� O R •.• ` AN ITWCOMPANV �o,I elle len A orad nq of Ireffe,. �� .'�dd+��•• •....x..00 TOT.LD. 37.0 PSF SEAN- 754408 A Ndl .•TNI. feres, p er cuter pq. Tiling lnU Or.Wln Indica.. ace. Ulla. al praheaanel *".I If .rinp 'yj l -- - r..p...nnity fa ay f.r I.. dolpn +ne.n. rn. fnu.bl4ity..d n.. of tRla dr..lnp far ..y ftrnatnr. la to ,N"I s Ill,' `_�b1 DUR.FAC. 1 .25 24!111 Lake Orange R..Suite ISI! rage..ll nity el the 11.nunp Designer per ANSI/TPI I Sec.2. e�� - LMandn.FL 721177 Tor mora Ir0ree—re see this lob's general notes page and these web —al �Nffp{YN��" FL COA#11278 ALPINE. www.slpine nw.c : rP, . www.tpinft.org: w,CA vww.sorinavftry.t : Icc: sere n,q SPACING 2 4.0° J R E F- 1 V T X 6 3 8 4 Z 0 7 ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - U14 THIS DWG PREPARED FROM COMPUTER INPUT 1LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP M2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M2 Webs 2x4 SP 83 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 = —� 5 5 ( 0-0-4 ri 0-0-4 13-5-11 V11 T �A X ( 1 24 III 3 4(D1) 5-9-13 _I. 5-9-13 _I rF 11 -7-10 Over Continuous Support R=73 PLF U=36 PLF W=11-7-10 G, AS � ►i��q RL=5/-5 PLF ,` v` Vs Design Crit : FBC2014Comp//TPp/I -2007(STD) Q�•••�� S��••v PLT TYP, Wave FT/RT=20/O(O/O)/10(0) 16 1 .0©.04 3. 1 T ! /-/4/-/-/R/- Scale =.5"/Ft . "wARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAININGI T L L 2 0.O P S F "IMPORTANT" /URNIth SN TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • R E F R 6 3 8 44- 23345 _ Trusses .aqui re e.t Is-CS omcue in rebriceting, handling. shipping. InstelllnR ene Drecing. Reler to .ne I *' * D L 7.0 P S F DATE 09/08/16 the 41",.1 edition a/ SCSI IBullding Component Sa/sty Inlermell.n. Dy TPI end WTCA) Tor slaty practices ri to perlorminq mesa Ienttlene. Inetellers shell Aroyl 1.11 e tempor.ry bracing per BCSI. Unles%P:"ed *toot e i � • lap chard Snell neve properly enecnee svucturel snenning ene bottom chore ober. neve a ply d p. �• ATE DL 10.0 PSF DRW HCUSR6384 16252363 gid ceiling L.c.11ons shown tar permanent lateral reslrelnt *I wahs dhoti neve Drecing instellee per B6S ecu.ns Na. RT or e1o. a eppllceble. Apply plates to ncn lac. *I tress ene position es shown .boss ene .• ne I*int Delal+. .nLee ..,.it.,he, Refer to drawings TBOA.t r*r enne.re pLt. p*onion+. • FC l�P'•Q LL 0.0 PSF HC-ENG SSB/DF Alpine, a elelslon or ITW Building Components Group Inc. sn.0 not b. r.sponeibl. rot .ny a.0.uon from le �Ow••• drawing. .nr 1.nu.e Io euile the truss in cont orm.nc.with ANs 'TPI I, or rot ne nn nnR. snipping. /C • OR •• AN ITW COMPANY i.et.I nti*n a anti.* .l .r„deed. F ••••.•�.•.•• TOT. LD. 37.0 PSF SEAN- 754410 A $eel en this Or rw•+pPenn++ltealillloyr ewUl.'lerr cthoerabpoel yyen +IhUoetmln.p TLMT. dreWDlnInel*.u. ate.*ene. et proleulenal .ngln..rin0 yI L7s/ONAtG� D..U_R_-..F-AC. 1 .25 th. enD.+INn•r per ANu .241AllRkeOranRek.,SuiklST _. Orlanan,FL. 32837 for or. In/.rm.tl.n see this job , general notes page and these weh site: M1tt�e1�lWuf SPACING 24.0” TREE- 1 UTX6384Z07 FL COA ND 279 ALPINE: -.Ipin.1twall .c : TPI: www.lpinsl.*rg: WTCA. sbclnduslry *. ICC: WaW.lccs.le.orq ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V15 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.27 ft mean hgt, ASCE 7-10, CLOSED bid?, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP k2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP 83 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 7.64 ft. from roof edge. 4 X 4 - 5 5 �- 0-0-4 0-0-4 �14-3-11 �A K/ 3/4 D1 1) �1111112Z4 �11111�Z4( 1— 3-9-13 ,I_ 3-9-13 I 7-7-10 Over Continuous Support 31. R=72 PLF U=48 PLF W=7-7-10 RL=4/-4 PLF QOVso#-0`0 • •.. % Design Crit : FBC2014Com/TPI -2OO7(STD) v � PLT TYP. Wave FT/RT=20%(0%) /10(0) 16. 1 .09.04 1 11 TY. F /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!•• READ AND FOLIM ALL NOTES ON THIS DRAWING! • T C L 20.0 P S F R E F R6384- 23346 "IWDRTANI" •FURNISH THIS DRAWING 10 ALI CONTRACTORS INCLUDING THE INSTALLERS. • • • Tresses ragaire ea rem. r.re in labrlceting, handling, shipping, Installing ana bracing. Rstar to ane rl • L 7,0 P$f DATE 09/08/16 the let est adlllnn of BCSI tbai leing component Selety Inlormellnn, by iPl ana WTCA) for solely practices • in li-forminq These Junctions. Installers snail provide lamp orary bracing per BCSI. Unless noted olherwi ' lop mere shall nave properly atlecned struclarel sheathing and bottom chord shall neve a properly alterne A rigid railing. teraron, shown ror parmanenl lateral ranrainl el wens shall here bracing .aslanad per B ; ATE • DL 10.Q PSF DRW HCUSR6384 16252365 v sect tons Bl B] or BfO. as applicable. Apply pl ales to each lace of Truss and posil- hewn snore ono .� • _ _.._ __. _. __ _ the Joint Details volas: noted otherwise. Refer to drawings 160A I for slendard plate p 'tons •L�P� Alvtoa . etrtsion el rtw eaneinq component, crony Jnr shall ne, be espons ole f y a ruli.D cram In 'i�vit` '•� �OR11 Is LL 0,0 PSF HC-ENG SSB/DF draw ng any f.nn.e Io bade the vns, in ronlormenre wile ANsvrPl I. ar for naaer ani • •• • �• ---- --- - - - -- —_ AN ITw COMPANY in,Iallat,00 A brariaq of tr,ta,e,. nq ppin9 �Iy `•�•• •` FTOT. LD. 37.0 PSF SE N- 754412 A nil sn tnU droning•r aero pp IUUng Ih Le enwln Inelee u. n:ee voce of prgNnlendl englnnring ��II G - r..penubnIF a.ulr f.r til. d.agn shown. Tn. aen.bl4ity end ua. of Ili Ls enwing far .n, etruetur. 1. 1h 0N �,. " 2400 Lake OrmlAe U.,Suite 150 responsibility of the building Designer per ANSI/TPI T s.e.:. „•W/ybj pP� DUR. FAC. _1_25 Q rklanUD.FL T2837 Tor mora Ialormetiaa , a InI, Job s general vola, page and lhase web ,Ila,: S PACING 2 4.0" J REF- 1 U T X 6 3 8 4 Z 0 7 FL COA 01 27M ALPINE www elpinelle,ram: TPI .tpinsl.orq. WTCA sbc,ndastry.r Icc. safe.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V16 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Wind loads based on MdVFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1.50. MA)FRS loads based on trusses located at least 7.84 ft. from roof edge. 3X4 5 5 0-0-4 0-0-4 15-1-11 3 4(D1/)/�/ 4(D1) 1— 1 -9-13 ,I, 1 -9-13 J F 7-10 Over Continuous Supplesit Ipl R=69 PLF U=37 PLF W=3-7-10 % Design Crit : FBC2014Com/TPI -2007(STD) •••� S�• • 1 PLT TYP. Wave FT/RT=20%(0%)/10(0) 16, 1 .0(8 .04 1 A IJWJ TY. F /-/4/-/-/R/- Scale =.5"/Ft . -WARN ING1" READ AND ED[LOW ALL N01ES ON THIS DRAWL NGI • • T C L 2 0.0 P S F R E F R6384. 2 3 3.4 7 "WORT ART FURNISH THIS DRAWING 10 Alf CONTRACTORS INCLUDING THE INSTALLERS. a • � • • Trusses require ISMS ame cera In Iebricaling, nenely I snippinq. Inslelling Ane br ecing. ..... fer in ane I 1 • ,ne local aeU ion of SCSI 1Bulleing Component Selety In/ormetlon. by TPI ane WTGA, f.r ,elegy pr..tl.e, • ' L 7.0 P S F DATE 09/08/16 • to erlormin mese /en cl Ions. Inslellers Snell ovlee r .ref brat in r SCSI. Unless n.1Ae olnerwi p q pr amp y R Pe alrecne A lop ¢horo ,nen Lore properly euecnee aanent fat ral 11lnp ane boll Am more ,nen .Are n properly ��• DL 10.0 PSF DRW HCUSR6384 16252366 r qie 'I' q. Locations shown for permanent lateral re...to l of webs Snell neve b q tellee per B I� Te sacro B] B1 r 810, es eppllcebl¢. Apply plel¢s to eecn /eco of buss end posit-o Lhe lo' I Details unless natee nlnerwlse Re ler to tlrewings 160A-2 for sleon rt pl t p 'll ns. •. •• — - IIL�Itf^J Alpin a ¢n ¢r lTw eullaln" cnmpnn s r.rnup Ina, sneu nnl be rspons ble r A y a et' n Irnm in s' •• L L 0 0 P$F HC-ENG $$B/D F • Q ernwinq, any lerlure to buile Ina Truss ,n conformance wllh ANS"TPI I.r.r for head "q. sh,ppl'ng." p•••L o R�.•• •� en AN ITW COMPANY nstellel,nn A .ren nq of ,rn,ae,. �/y iJ ••�•• a*TOT LD. 37.0 PSF SEQN- 754414 A .ul 0. TAIe Br tiEBN Br eewr pyB IUllny lAl. eNwlAoo. IBBICBUt Bee.o UAeB Bf pror.ulBnBl BnpinBBrinp p- A ---- --- --- - --- Iop•A+IBlllly +alely Hr INe'+I•n +Ne•rl. TM feIUBlllly Ana u+•e/ 1111. erBrrine for Any +lretlure 11 lb '�/ /0 NA�y DUR A FAC 1 25 241X1 Lake Oranpe Lk..Suite TNI I•+pen+lblllly•/ IN Ben nn•De+Ignar per ANSI/lPl 1 BK.a. f � `�pP' Orland".FL 121137 to, more informer... , e III, job , q.n.r.I not¢, page one In—web ,ire, SPACING 24.0" JREF 1UTX6384Z07 FL.COAM)279 ALPINE elpinellw c : TPI rpin,l 1,14, WTCA b0od,stry c : ICC s.fe orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T22 ) Value Set: 138 (Effective 6/1/2013) (e') 2 plate(s) require special positioning: Refer to Top chord 2x4 SP #2 scaled plate plot details for special positioning requirements. Bot chord 2x4 SP #2 140 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC :Rt Bearing Leg 2x6 SP #2: :Lt Stub Wedge 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads based on KMFRS with additional C&C member design & reactions. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1.50. lVWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4 III El 4X5("') 5 X 5 3X4 6-4-5 5 (a) 2X4(' 1O-9-0 f— 0-9 6 _ 8-9-8 4X8(G1 ) III 2X4 III 3X4 = 3X4 = 3X4 19-3-11 Over 2 Supports R=713 U=219 �Ol� �r�=5" RL=294/-30ROO Design Crit : FBC2014Com/TPI -2007(STD) ' V F •. 14 PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04 '3, 1 QT .8 L/ /4/ / /R/ Scale =.3125"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! . • IAIPOHTANT" FURNISH ,NIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 O. T L L 20.0 P S F R E F R6384- 23348 Trusses regaira eaueme care in fab(!cating, handling, shipping. Inslelling and braclog. Rarer to ane II w • D L 7 0 P$F DATE 0 9/0 8/1 6 the latest edl t!on o/ BC1I (0.!Iding Lompanenl Se/ety Inlormetlon. by TPI end WTCA! lar safety precticeNo • In performing to ase /onct Ions. Installers shell provide temporary bracing per SCSI. Unless noted otheg, • Inp chord shell neve properly attached structural sheathing and bottom chord shall nave a properly atte • _:der, Locations snows For permanent lateral r..vaint or webs all neve braa,"q installed peS ATE i DL 10.0 PSF DRW HCUSR6384 16252330 ALP �HFE� ,beL)nnas Ba neto es oted able Apply plates to each race or trace no pos t hhwnsaeh.e IT• +♦ 0 tn. ra t Details, nnle.. nates atnerwl.e Rarer to creating, IsoA-z Inr .reheard plat p tion y o L L 0.0 P$F HC-ENG $$B/DF Alpin d of ITW Building Components Gr onp Inc. shell not he rasp's 'ble r y 0 vie t!an from t .• �4 ,OP••• , arew'ng y I lure 1. build the trn ss in conformance with ANSI/LPI 1. or for handl- g. ppinq. AN Irw COMPANY In.talletian A bra.-ng of trne.e. '° a,,��•••..•�R..•• �� TOT. LD. 37 .0 PSF SEAN- 754458 A and on IeU orewlnp er eerer pep. Ilulnp to L. ere.lnyy, Inolen ee .euyyunee o/ pr.f.ul.nel enpine.r Ing -- ---- --- - - ---- - - -- r.epeneiellltrFur tn. eulpn en.•n. in. .u...III to ane ues .f th U er.wlnp Far .nr etr�tt�r. U to �I�, D U R. FAC. 1 2 5 241X!Lake Oninge Lk,Suite 1511 rop.nUen nF er In. •ellelnp D.eipnar per All T sac.2. �Iy yT��/�ONAL - OrlandD,FL 32837 F.r mnra infnr 1T.Pra ea. Ihis Iab I q.earAI sola. p.qe and IItIIa wab .ilea "�p/�epppMan 1 S PACING 24.0" 1 R E F 1 V T X 6 3 8 4 Z 0 7 FLCOA AN)27A ALPINE- w..w.alpineltw.rnm: rpl www.tpl—.ort: WTCA: www.shrindustry.com: ILC: ww..I—are.org THIS DWG PREPARED FROM COMPUTER INPUT 1LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T11 I Value Set: 13B (Effective 6/1/2013) Brg blocks:0.128"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate Top chord 2x6 SP #2 :T1, T3 2x6 SP SS Dense: 2 20.042' 1 18" 24 Rigid Surface :T8 2x6 SP #1 Dense: Br g block to be same size and species as chord. Bot chord 2x6 SP #1 Dense :B1, B2 2x6 SP #2: Refer to drawing CNNAILSP1014 for more information. Webs 2x4 SP #3 :W6, W10, W16 2x4 SP M-30: W8 2x4 SP M-31 : (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Tolerance, Special loads 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located ------(Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.=1 .25) within 8.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC TC- From 55 p1 at -4.00 to 55 p I f at 0.00 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 TC- From 55 plf at 0.00 to 55 plf at 4.83 TC- From 82 p I f at 4.83 to 82 p I f at 61 .16 Wind loads and reactions based on MFRS. BC- From 4 plf at -4.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 4.83 Right end vertical not exposed to wind pressure. BC- From 71 plf at 4.83 to 71 plf at 61 .16 TC- 202.00 Ib Conc. Load at -3.82 (a) Continuous lateral restraint equally spaced on member. BC- 555.00 Ib Conc. Load at 4.83 Deflection meets L/360 live and L/240 total load. Creep increase Calculated vertical deflection is 0.47" due to live load and 0.71" due factor for dead load is 1 .50. to dead load at X = 44-9-15. WARNING: Furnish a copy of this DWG to the installation contractor. Failure to follow provisions of SCSI in handling and installation of trusses can result in serious injuries. Do not permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporary bracing. 3X4 SS1012(I) 6X8 = 8X8 - 8X10 = 7X8 7X8 = 7X8 - 7X10 s - (a) T3(a) (a) (a) (a) je) W6 W8 W10 W1 3-10- 1-1 -1 - 8 31 B2 -9-8 3X8 III 4X5 - 4X5 6X8 - 5X7 = SS1012 = 4X5 - H0510 = 3X12 III 5X6 - SS0612 = H0510 - 5X12 - 14-0 0�� 20-0-8 �1F 41 -3-2 Q�5 L_4-10-0_j_ 56-7-15 ,1 61 -5-15 Over 3 Supports J mi R=1101 U=288 W=8" R=6208 U=1665 W=3.5" �+ F' A►y�q R=2629 U=715 W=3.625" 111 FIT F•�� PLT TYP, 20 Gauge HS,18 Gauge HS, Design Crit : FBC2014Cornp//TPI -2OO7(STD) �O'••�� S .' Wave FT/RT=20/0(O%)/10(0) 16 1 . .0413. 1 QT .1 [ /-/4/-/ /R/- Scale =. 125"/Ft . "WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! . • R E F R 6 3 8 4- 23349 "INIPORTANT" FURNISH THIS DRAWING TO ALI CONTRACTORS INCLUDING THE INSTALLERS. : O' T L L 20.0 P$F Trusses reg.ire to r.m. t.re in IabricAting. nenanng, shipping. Instell.Ing Ana bracing. Role, 1A are II w ■ '� D L 7.0 P$F DATE 0 9/0 B/1 6 ,he latest aaillon of SCSI IBoileing Component Solely InlArmetlon. by iPl .In WTCAI for solely precsltes ■ ■ io perlerminq (nese lunctlans. Installers Snell pro ri.. temporary bracing per PCSI. Unless note• other s - _- sop cher• Snell nate properly attache• st rucsureI she et hl ng ane bottom cb ore Snell be IF properly ryie ceiling. Loco 1- shown for permanent Iettrel restraint Al webs shell nave bracing Installed per eS i HCUSR6384 16252271 A ATE Q �� sections B3 BI or 810 es applicable Apply plates to seen face of truss ane posit- sown eeore en • - - -- G - -- --- � DL 10 0 P D in. TAint DAte,ls a.less neTaa ntnerwise Reler to erawi.11 111A-r Iqr ataneare pl top L L 0 0 P S F H C E N SSB/D F Alpine a airlsion of ITW BuilAing Components Group Inc shell not be responsible / y der ati n from T • �� I i o s _` drawing any Tailor• to buil• the truss in cAnlarmante with ANSI/IPI T. or for banal-lip. snpping. �� ♦� C ■.♦ lY AN ITW COMPANY Insselletlon A h,atinq of iris ses. �4 �. '`fareareare .� �` TOT. LD. 37.0 PSF SEQN- 754489 A alai en tNle gr ming sr ester p.p IUting tnU Ore■IAr, Thalamo ael:.p one. e/ prehnlpna .nylnaarinp �j (s --- ------- - - -- ------ ..ep.nennny as ay Lr Ln. •elan •hewn. Tn. A.It.bl uy aha... er t u er.■Ing rot .ny eu.ewr. le to �i�� p DUR.FAC. 1 .25 24M Lake Orange Or.,Suite 150 respenelenit-y el the■.neTng Designer per ANSIATPI 1 Sec.z. �fI NA OrImin 10.FL 12917 le, mere ,f rmdt en sea to s job . qiilt,Al note, page ane these w b setas. #nQ{flWgg SPACING 24.0" J REF- 1 UTX6384Z07 FL COA MI 279 AIPINE Ipw o TPI lns tps ora WTCA ec nenstry c ]CC salt nig THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V29 I Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .59 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 5 r— 7-9-2 5 X 5 0-0.4 �17-6-11 3X4(D1 3X4 I< 18-6-15 Over Continuous Support – J �RpIAN� R=75 PLF U=32 PLF W=18-6-15 Fktiy��g RL=17 PLF Note: All Plates Are 2X4 Except As Shown. Q�.•�• S'•.•l�/ Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04_y3. 1 QT .1 1 /4/ / /R/ Scale =.3125"/Ft . —WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! . p, • 20.0R E F R6384- 2 3 3 5 0 _ IMPONTANT" FURNISH THIS DRAWING 70 ALL CONTRAC70RS INCLUDING THE INSTALLERS. • T L L P S F Trusses require extreme c ra in fabricating. handling, snipping. Installing and brecing. Refer to ane=oil w j the lel est edu len of BCS, (Balltllis Cmmponent Salary Informetlen. by TPI end WTCA) /gr safely practices • '�' * D L 7.0 P S F DATE 09/08/16 to per/orming these Functions. Installers shell provide temp or" brecing per BC SI. Unless notetl atheS • I lop chord shell here properly altachetl structural sheathing end bottom chord shell here a properly ettec tl • riq,d oeuing. Locations ,hewn for permanent lateral restraint of webs Snell nave bracing Installed parks • DL 10.0 PSF HCUSR6384 16252254 T" sectlens Ba. B7 or ati es eppli cable. Apply plates to eacn fete of truss antl posltl on as shown above en a a �p0 ATE DR e saint Details. unless naiad cllll.i,.A Refer to drawing, ,BDA.: far standard plate peslliens. L 0 0 P S F HC-ENG Alpine. a division or ITW Buittl!ng Componen 1, Group Inc. Snell nal be resp..,ible for any der iation from t s .• F/ `OP••• Fir drawing. any failure to Dui Id the buss in conformance with ANSI/iPl 1, or for handling Aping, ` • L _- ANITWCOMINANY Ins,ellelion a M1recinq of ,re„e,. �h' 4>1� i 0 •,ivarai TOT. LD. 37.0 PSF SEQN- 754506 A and en sols arawing sr csrar pqa Iluing tela drawlay 1"Ileata ecea Lanes b/ pr*lnalenl ad IFr ng -- - r.avna en n� . lar ln.ge.,lgg anew.. rn. a.it.bllis, antl n. o/ lifla d..wing fgr .ny ad IF Ie In '�iy� D U R.FAC. 1 .25 24!X1 Lake OrRnge R.,Suite 19) rn enalblllt .1'the Balldln Baal n par ANSI/7P1 , Sec.z. Orlando,FL 72837 For me information see this sob , general notes page and these web site,: ti wb SPACING 24.0” 1REF- 1VTX6384Z07 FL COA#1127A ALPINE: anew alp nett-tism: TPI: view.tpinst-.org; Sli wSes,sbclnduslry.com; ICC: varve.icc,afe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V20 ) Value Set: 138 (Effective 6/1/2013) 140 mph wind, 17.84 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP k2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP k3 Wind loads based on NVFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MJVFRS loads based on trusses located at least 17.84 ft. from roof edge. 5X5 5X5 0 (a) 1 15- -2 s (a) r (a) (a) (a) 0-0-4 10-0-11 3X4(D1) = 3X5 - 3X5 (E 36-6-15 Over Continuous Support J R=75 PLF U=28 PLF W=36-6-15 �J F4�i14 Note: All Plates Are 2X4 Except As Shown. •.•'� S�,•.•,,YY Design Crit : FBC2014Com/TPI -2007(STD) V' • PLT TVP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04J6. 1 QT •1 /-/4/-/ /R/- Scale =. 1875"/Ft . "WARNIN61" READ 111111,101.101111 ALL NOTES ON THIS DxhwlNc! • T LL 20.0 PSF REF R6384- 23351 "IAPOx1AN 1'• fURNISN THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trosaes ragelre as v oma u n In feericetinq, nenen ng. snlpping. Instelling ene hreclnp. Baler 7 to eno l • �' *C D L 7.O P S F Ino utast adil len er BCSI Ieullelnq Component 5a.ty Information. by TPI ene WTCAI for sale ty practices ri • DATE 09/08/16 to per/erming Inns lencl lone. Installers !hell provlea lamperery bleclnp par BCS1. Unl.ss 'aloe oin er a • top char. •hell neve properly ellecnee sl ruclurel ehaelnlnp ene not tom cn.rtl shall neve a properly ettecn • r,gie coiling. Locations shown for permanent lateral raslrelnl of webs shell have bracing installed per DOS ATE �• DL 10.0 PSF DRW HCUSR6384 16252256 ;•cions Ba. BT er elo. .e .ppllceaa. Apply pine: to ouch Isco or tress .ase poo ion as shown .hove Ane • • _ he Inns Data l,. enl.ee net.4 .Inerwise. Rein 1.orerrings yBDA.E ler suneartl plate positions •stLL 0.0 PSF HC-ENG SSB/DF 4 �� Alpine. a .vision el ITW Bou einq components Groep low, anal! not he aepona its for .ny eari.tion fr.. In �� •• ,O�••• _ •rowing. any leilure to anile the truss in conlormence with ANSI/TPI 1.ror Inv heneling, snlpping. •.• <O R00-- AN .• AN I7-W COMPANY incl ellet.on a hrecinq a tresses. , �'(1 ••........ TOT.LD, 37.0 PSF SEAN- 754507 A uel en Lh U hewing ar •ever peg. I Uting Ln U erewln Ineleet-ee eeeey unea bl prb/en tenet eng lneering yj V — -- - rnp.aaenity Belay ler In.e.agn enawn. In. a lt.el4ity .ase e.. er Lhls er.wing ver .ny elrerter. Ie Ln %I s/pNA��N,� DUB.FAC, 1 .25 241N1 Lake Ormitte lh.,Suite 1511 responsibility of the Building Designs, per ANSI/TPI 1 Sec.2. /Ir � Orlando,FL 321137 for moireinformation fee this Ino s general nates Page and the-web sites. �1�iI1N� SPACING 24.0" 1REF- 1 UTX6384Z07 FLE.COA0027A ALPINE ..Ipine -cam: tp, www.spin n.orq; *TCA: wves.shaneustry.c . ICC: www.Iccsafe.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V26 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 20.34 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP k2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0,18 Bot chord 2x4 SP k2 Webs 2x4 SP k3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "130" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MNFRS loads based on trusses located at least 10.17 ft. from roof edge. 5X5 (a) 1 10- -2 5 (a) 0-0-4 U 0 tr J �15-0-11 _ 3X4(D1) 4 a iF 24-6-15 Over Continuous Support J IIIMI��q►/ R=75 PLF U=29 PLF W=24-6-15 ,`�, w S RL=16 PLF v • f 0.06 Note: All Plates Are 2X4 Except As Shown. Q�•.•'� • s�•./� Design Crit : FBC2014Com/TPI -2007(STD) V' • PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 . 04 3. 1 QT !1 /-/4/-/-/R/- Scale =.25"/Ft . "WARNING!" HEAD AND FOLLOW ALL NOTES ON THIS DRAWING! To T L L 20.0 P S F IAPONIANI" FURNISH THIS ORAWING 10 ALL CONTRACTORS INCLUDING, THE INSTALLERSR E F R6384- 23352 truss:',',:d,"lre e E eme era in Igor ice.and, handling. shipping, Installing and bracing. Refer to and • __ IN! a(i.n a1rBCSIcIBullelnp Component Safety Information. by TPI Intl WICAI far eefe(y prar(Ines D L 7 0 P S F DATE 09/08/16 to per/arming hese lunc.lons. Insta1", lers shell provltleh I(pmporery bracing par RCS!. Unless noted other re • – – top more in.11 to... oproperly e eanent I. ena.restr ane ofuem more ,hell brag . Properly eugrn • DL 10.0 PSF DRW HCUSR6384 16252257 rigid rel ung. LoreElone mown lar permanent Ip.era restraint of webs :hell ba.e buranp shown n. porn �: ATE .......... .. .. .. or 810, es epplicenl e. Apply ple(es to egcn face of truss entl position as shown aodve g d • • �v 4 LI M � .he inenl Del.n e. anlage no.ee inderwisa. Rarer tp drawing: Teo., for etanaera plata p.si. a, e. n 90� • IrC�S L L 0.0 P S F H C-ENG SSB/DF Alpin a y fail.. of 11W Building Components (:roup Inc. shell Rol be or for hon lin any defied from .n •. /�� `,of drawing, any /gilure (o ovile the truss in cnnlormence with ANSI/IPI 1 for for hentlling. snlppingn � ••• O R •• AN ITW COMPANY installation & bracing of Irussas. •+.••�..••• + TOT. LD. 37.0 PSF SEQN- 754508 A .eu •e ENI. e...In�•. ae.•r peye n.0 ny Lou a/nelB} ueldn.. .dp.p uep. er prer...Ieeu enyln..rin0 / h .y responsibilityEn.e..INnrn. .of 'Ji" .na ... er L I. er.winy ref .nE eLrN.Ler. a Ln S�ONA` DUR FAC 1 .25 24(81 Lake Orange L)r_Suite ISO rnpenalenlry el the WIT11:b 13-1gr.r per ANSI/1Pl T Sli / Orlani FL 12817 To m... int-da—.a ego this lob s general holes page and (hasp wen s-5e�wu+� SPACING 24.0" 1REF- 1VTX6384Z07 FL COA AR 278 ALPINE- .alpine"w.t TPI www (pros(.or g: *TCA wew.sec,no ustry can. ICC safe erg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernsen -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V40 Value Set: 13B (Effective 6/1/2013) 140 mph wind, 28.29 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP S2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP k3 Wind loads based on MNFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MNFRS loads based on trusses located at least 28.29 ft. from roof edge. 4X4 —� 5 5 � 0-0-4 0.0-4 �26-5-11 X ( 1) /21/4 nl 3 4(D1) I 6-8-14 6-8-14 J fF -- 13-5-13 Over Continuous Support J nea��pir R=73 PLF U=41 PLF W=13-5-13 RL=4/-4 PLF V �` of 4F 00.0 Design Crit : FBC2014Com/TPI -2007(STD) ? • SF .• PLT TYP. Wave FT/RT=20%(0%)/10(0) 16211 . 04 '3.1 QT 1 L/-/4/-/-/R/- Scale =.5"/Ft . WINANNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • 0. • T L L 2 0.0 PSF F - IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • R E F R6384- 2 3 3 5 3 Trn,,., raga r. .ar.me [.re In IeDricating. nantlling. shipping, Installing And breclnp. Refer to and II DL 7.0 P S F DATE 09/08/16 the let eel salt ion of BCSI IBuIl0lnp Component Solely Inlormallen. Dy IPI antl WTCA) for ,alely practices • to performing tne,n lunctton,. Installers ,hel!.p pr oalda tempore ry breclnp par BCS1. Unle,s not ad otner a • top chore Snell o... properly e,tecnetl strut to r el Sheathing end bottom chord Snell neva a properly e„ac • rigle [ailing. Locations shown for per anent lateral restraint of webs Snell neve bracing Installed per ss • ATE ; DL 10.0 PSF DRW HCUSR6384 16252286 e[,len, Ba. B1 or 810. es applicable. mApp!y Plates to each lace o/ truss end position 91sh mi above an ----- so -- - ------ - IN. mint Betels House oeue etnerwRefer a drawings IROA t ur suna.re put p loan, . 9 i �� LL 0.0 PSF HC-ENG SSB/DF Alp lne e arei,i on of ITW BUllerngrComponents Group Inc. Snell Hol be reo,pon,ible to y deviation from t -O •• /�/ Q�O{ •1 _ - — - _ — "!ss q any lerlura to eeile the t use in conI ....Ace with AN 51/TPI 1. r for nentlllnq. sa Aping. •• `OI\ •. \ AN ITW COMPANY in,Ia let-an a hraclnq of Ira„a,. �t`p ••..,•�...•• TOT. LD. 37.0 PSF SEAN- 754509 A a.a en Lnla fr.wing er eey.r p.g. naung Lnl. erawln . Inele.ua Asea one. of preuulonal an”. orug �9, Fs — — --- re.psnelbllitr .elety rer Lb. u,lgn .sown. rib. ,•lL.blPur Ane e..er tRu er.wing ur .nr avn[Lur. a to �i� tS�OAIAf��\ DUR A FAC. 1 25 2"Lake Oran eDr..SuitelSO responsibility of the•eliding Designer per ANSI/TPI ! S.c.2. til Orlando,FL 32837 rib, mare0--l- sea ,His Job , pen.rel notes page old mese wlh 1,1s, wf/f{INpu -- FL COA Nn 2711 "PIN, www nlpi 'tw ram: TPI: www.tpinst.org: WICA: www.sbcindustry.com ICC www ccssfe—q S P A C I NG 24.0" J REF- 1 V T X 6 3 8 4 Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V23 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 19.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP k2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP k3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure, (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 9.55 ft. from roof edge. 5X5 5 r (a) 1 12 -2 5X5 g (a) (a) 0-0-4 �12-6-11 3X4(D1) - 3X4 3X4 = iE 30-6-15 Over Continuous Support J �mloe��pby�, R=75 PLF U=28 PLF W=30-6-15 RL=16/-1 PLF Note: All Plates Are 2X4 Except As Shown. �s"••�• �S�•.!� Design Crit : FBC2014Com/TPI -2007(STD) �• PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 . 04 .3. 1 qT 1 L/-/4/-/-/R/- Scale =. 1875"/Ft . "WAflNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • 0. T LL 20.0 PSF REF 8638.4- 23354 "IWORTANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require ea roma cera 1n lebricetinL henalinp, snipping, InslalliIF end Dracing. Reler to ena II w R D L 7.0 P S F DAT E 0 9/0 8/16 Ira lal.al edflfan of BC51 IBu11dInA Component Selety Iniormellon. by TPI entl ICA"l0l solely practices le perinrminp Inose /uncllons. Installers shell provide Temporary hrecng par SCSI. Unless noted other r f • _ _ _ top chord shell have properly attached structural sheelhlnp entl bottom chord shell have a properly eller,'�s" IN • rigid ceiling. L...[tons shown for permanent lalerel reftrelnl of webs Shell here bracing installed per 1�,5 • ATE . DL 10.0 P`)F DRW HCUSR6384 16252258 .ecllons B3. Bl or 810, e9 applltaele. Apply plates to eecn Iece of truss end position es shown above a 33yyoo as _. he ,ainl Del , e.1 as noted eINerwise. Reler le dr.winga ,BDA./ for standard plate positions. a .• L L 0.0 P S F H C ENG SSB/DF Alpine. a division al ITW Building Components GrouPc!". In C. shell not be rOsponsihie for any deviation from t �o •� `OP, drawing. any /eilare to eaila the truss in c 0—roence with ANSI/TPI 1, r for handling, shlppinq. •�� `O'� •.r AN ITW COMPANY ,n+lallalinn A hrari ng of tri,,sae. i� p •....�...•• v` + TOT. LD. 37.0 PSF SEQN- 754510 A ...I .n Ihu aawuW.r e.r.r pro. Wrung Lhl. dr.wlRO, Ihdle.u. ape.RL.he. of planaaawa .pgln..ring �yi OS A' G _-- r.apenaenn, as.l, lar Ih. ..slgn ahewn. Th. lullabl n, .Ad ga.el 1 Is dr..... Tor .n, atruaur. le IIF '�i /O'YA� L 1 DUR.FAC. 1 .25 2401 Lake Orange Dr..Suite ISL! responsibility el In.e.nalnq B.aign.r per ANSI/TPI , s.e.x. �Iq I _ Orlando.Fl. 12937 For more information see this job s general notes page and the,e web sill,. 4d+ER11WN►uW SPACING 24.0" JREF- 1UTX6384Z07 FL COA#0278 ALPINE: www.s,pineltw.com; TPI www.tpina.org: i1i w www.sbc industry.com; ICC: aw.ices•fe.orq THIS DU PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V37 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 27.04 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chard 2x4 SP M2 Webs 2x4 SP N3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 27.04 ft. from roof edge. 4X4 5 —� 5 13 0-0-4 ni P10-0-4 �24-2-1 3X4(01) 3X4 = 3X4 D1 12-8-14 ,I, 12-8-14 J 25-5-13 Over Continuous Support �l R=74 PLF U=33 PLF W=25-5-13 �►•7 F �4��II/h4 R L=5/-5 P L F O��•�.. • .••••'.7�� Note: All Plates Are 2X4 Except As Shown. Q .•� $�•. Design Crit : FBC2014Com/TPI -2007(STD) ' PLT TYP. Wave FT/RT=20%(0%)/10(0) 16.i1 .004jk. 1 TYI /-/4/-/-/R/- Scale =.3125"/Ft . ••YIMNNINNI;H READ AND FOLLOW RLL NOTES ON 1X13 DRAWING! . T C> L L 2 0.0 P S F R E F R6384- 2 3 3 5 5 IAPORTRaw NT" IURNISN THIS DRAWING 10 ALL CONiRACiORi INClU01NG THE INSTALLERS.S. t Trusses squire aetrame care I. leericel!ng, handling. shipplop, IA,taIllNq end br e<Inp. Refer to ano I j T� 9 p - iM laufl eel:ron el RC51 (Rulleing tmnponent Safety InformeU on. by TPI ano WftA) for safety pr at,U cat . L 7 O PSF DATE 0.7/00/16 to performing :nese functions. Instsllars Snell prorloe temporary bracing per BCSI. Unless solea of nerwl e • lop chord shell here properly alleched Slruclurel snealhing and bottom chord Shell neve a properly etlache : ATE pie ceiling tocnlens snows Inv parmesan: Ielenl res:ralnt of webs Snell have bracing Instellee par R r0 ♦ DL 10.0 PSF DRW HCUSR6384 16252283 e[tiens DI. B7 or e10. es eppllcenle. Apply pial es to each lace of trust end poslli on es mown above end s the lelnl Delal lf. unless notes otnerwife. Refer to Brewin 3 '.A for Mende to Isle of:lions. d LPQ � Alpine. . diviii'n el ITW naileinq Components Group lnc. shall net be —p.—Ill. (:r any d.i uen from to �♦'•��O R�QP♦•P� L L 0.0 P S F HC ENG S S B/D F Brewing. any /allure la build Inn truss in conformance with ANSI/TPI 1. nr for handling. shipping. •.� •.•• AN lrw COMPANY �nrleuaien a nraring al :re,.e.. �� '•••�•`• TOT. LD. 37.0 PSF SEAN- 754511 R sell en sol. tlra•In0 er carer pap Ilu lop thu Onwino In.ada.e ac npunc. of profm lona enpin..rinp III ----- - - - I 11 'y respenslbllity safely ler the design Shawn. 7Ae fultaYl Its ae0 ufe of t Is Ore•Inp /•r any Structure Is th SII A 7AIIII lake QuleU..50i1a 1511 refp.nfla my .f :n.ea ulnp D.f lgn.r p.r ANSI/IPI T s.c.:. hgWv�M,^�,1► DUR.FAC. 1 .25 rNwtwtuttt — — Orlaruk,,FL 32837 Tnr --to nlnrm.tien fee InlS lab, genarel role, patio end :hese web s!:es. SPACING 24.0 JREF- 1VTX6384ZO7 FL COA 00278 ALPINE aipineiltw c : TPI: www.spinet.or I. *TCA: www.s bcind ustry.con: Icc: srtrw.iccsare.orp THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V34 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 25.79 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MJVFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 4X4 = � s s � 5 X 5 y 5-11-14 0-0-4 41 �LU U 21-8-11 3X4(D1) 3X4 = (, 18-8-14 ,I 4-5-0 I iai� 23-1 -14 Over Continuous Support 311 R=75 PLF U=39 PLF W=23-1-14 RL=12/-2 PLF 0��•.• • •`.c•�r/fw_ Note: All Plates Are 2X4 Except As Shown. Q ,••d as Ne,. Design Crit : FBC2014Com/TPI -2007(STD) ' PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 .044 W . 1 TY:'i /-/4/-/-/R/- Scale =.3125"/Ft . "WARNING!•• flAND FOEIONAEl ON THIS gflAWINGI . IMPTC ILL 20.0 PSF REF R6384- 23356 " MONTANE" IUNNISH THIS S DRAWING 7o AL CONTRACTORS INCL IIpINL THE INSiALLFflS. • busses eplreme ce re in febricetin neneli. shl In InslallinA end hrecing. fleler to ane I ' -- - - enquire g. 9 PP g. L 7.0 PSF DATE 09/08/16 s the leletl neitloof Bell (gull eing Ctmpanenl Safely Irl temporary by TPI ern W7f.A) for safely prectices e to per/arming these lunctlons. Inslellers shell provi Oe lemparery bracing per gCSI. Unless nale0 tlnerwi e • tap morn +hell have properly etletn ell slfuct.rel sneelning ane bottom chore shell neve a properly e119[ne A /{TC rlgie ce,linq. t—tions shown for permanent lateral Iesorerno of webs spell have breclnp inslelleit per g .0 ♦ ry C p Q� DL 10.0 PSF DRW HCUSR6384 16252348 v seclipns g7 g]ar goo, es eppl,ceble. Apply pl.les t. Wean lace tl truss ane pts l spawn above ere - : _ d �� aha later moa n enl.ae ntsee atnerwiee flefer la arewinga 7soA-: for +leneere plate p n an+. ��y•� �� `OP►•11 p L L 0.0 P S F H C E N G SSB/DF Alpine a ervfs,an tl low Bu,le,nq Ctmponenis Letup Ire. shell nal he esponslble f y eev el-on tram In �j(/iA ��■ O O �� er.winC any reroute ,t bu,le the truss in ctnlarmence with ANSI"1771 i.rtr for hennl g. n'ppi r, /^� .� ^ - nrllrweonAlxrly inat.u.ren A br.ring nl leas+ea. ��i �ss '•••e■•''`_`�� TOT. LD. 37.0 PSF SEQN- 754512 A fol en tNU Ile ewing sr eater pep IUting tNU erewln�, Inglee u. .ee.p unc. el prehnlena .npl T11 ln0 _- refpenflelllt� eel ail lar tM b+lgn .hewn. Tne fur uel It) fne ufe enWlnp for en/ ftructure la to VV 241X1 Lake Orange Or.,Suite 1511 re+pent lelllt)of the Building on lgner per ANSIiTPI / sect. ��.e„+�� ' ► DUR. FAC. 1 .25 Orlando,FL 32937 Itr anteinformation see this lob's general page - °w;aieis ”° 'bamwebf1B1 SPACING 24.0 1REF- 1VTX6384ZO7 FL COA NH 219 ALPINE elpinan TPI www.Ipinst.aeq. wrcA ec neosiry.r Ice. .reorg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V31 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 22.42 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP 82 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP S2 Webs 2x4 SP k3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 2X4 III 2X4 III 5X5 0 5 (— 6-1-2 0-0.4 �19-2-11 K11111111111111111111111- /7/ 7117171717171 3X4(D1 2X4 III 3X4 = 2X4 III 2X4111 14-6-15 Over Continuous Support 11Ramft R=74 PLF U=33 PLF W=14-6-15 `` S F •��ig' R L=17 P L F �Ov♦.,•• • •••••!�/� JI Sic . Design Crit : FBC2014Com/TPI -2007(STD) I ' PLT TYP. Wave FT/RT=20%(O%) /10(0) 16. 1 .0 04 . 1 TY:01 /-/4/-/-/R/- Scale =.375"/Ft . ••INARNIIi I•• READ AND FOLLOW ALL NOTES ON THIS DRAWING' e TL;ILL 20.0 PSF REF R6384- 23357 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • Trusses regulre aetrema cera In lebrlcatlnp, hentlllnp, shlppinp. instelllnp and bracing. Rafar to and f i L 7.0 P S F DATE 09/08/16 Ina let eat aaitien of BCS' (Building Component Sefaty In/ormallon. Dy iPl antl WTCA) for sslety practices : / e p.rlerming en.,. fenctienn. Inata lets ,nal prerld. umporery breclnp per BGGI Unlasa neIat ein.rw, ATE Sep chore Snell neve properly ettachetl structural sheetning antl bottom chortl Snell neve a properly ett.Ch. r Lgie ceiling. locations shown for permanent lateral restraint of webs shell neve bracing installed per LI �i 4• DL 10.0 PSF DRW NCUSR6384 16252259 actions 97. 81 ar 810, es applicable. Apply plates to each fete of (loss and position as shown above antl •� • _._ the loins Detalis. unless nolatl otherwise. ge/er to Brewin TBOA-2 for st entlertl lele tions. ALP� en g° n P P. O •. �`C �.•♦ LL 0.0 PSF HC-ENG SSB/DF Alpin a div of ITW Building Cmnp onents Group Inc. shall hat be responsible for any tlevi anon from to A ♦ OR •• AN IPW COMPANY ensw.11 nn ae b r a c.nqo or l runses truss in can rormence with ANS VTPI t. for nennling, snipping, ,'/�_ ♦•♦ M-•• %',%F/0 F •• •' TOT. LD. 37,0 PSF SEQN- 754513 A vel en tole bewlnp er ester pep IUtInJ tNU erawln0 Ineieaw eeeJO unu el pref..a enol .n Olney ln0 SII - - - - - - rnpenslell n� ulslis ler the JeelNn eNemt. rhe anluel Ity end uu of 'Cl le Jr.a.p or any structure U Ln A A 24M Lake OrAnpe Dr.,Suite 150 responsibility el the e.rinng Beslper per ANSI/TPI T sec.:. ��ii ON„�� DUR. FAC. 1 .25 Orlando,FT, 12837 Inv more ,nlnrmatien e.. ani, job s general We peps and these eh sloes: S PACING 24.0” J REF- 1 U T X 6 3 8 4 Z 0 7 Ft(70A MD 278 AIPINL nl pn�neitw.com: TP1: vvAw.lpinI ,or 'MCA: Www.s bcindustry.com: IGC: wew.lecssfe.org TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V28 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 21 .17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP N2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP 82 Webs 2x4 SP #3 Wind loads based on MIVFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. 5 F-- 5X5 (a) 8-7-2 0-0-4Ini In 16-8-11 3X4(D1) = 3X4 is< 20-6-15 Over Continuous Support IRMIpy r�, R=15 PLF U=32 PLF W=20-6-15 . AS FI -'vi,4 R L=17 P L F ��C�••.• . •.•fA��y Note: All Plates Are 2X4 Except As Shown. Q •.•.'� $�••. Design Crit : FBC2014Com/TPI -2007(STD) • V' • PLT TYP, Wave FT/RT=20%(O%)/10(0) 16 1 .O 04 . 1 TY:•.1 /-/4/-/-/R/- Scale =.3125"/Ft . WORTIT;"WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • T C L L 20.0 P S F R E F R6384- 23358 IT" FURNISN THIS DRAWING ID ALL CONTRACTORS INCLUDING THE INSTALLERS. • as Irussee /.gelra ISMS Nae [ere in lebricating, henoling. ehlppinq. Instellinq end bracing. Relor to Are I • Inv In a+1 •d1U en el SCSI IBnIIdIO C en1 Selet Inlormetlon a IPI ane WiLAI for valet Are o • IDL 7.0 P S F DATE 09/08/16 g ompon Y Y Y Prac . o per/arming IM1asa lun[tions. Installers Snell provi oe tamp.rery brat l rig per IDA',,,I Unless doled olbarw • -..._, lop mere anvil neve properly eltecnee slru[Iurel 'Di 0, and sntlom eM1ortl shall neve a properly arisen® w f rigid ceiling. L...Iinns Shawn far permanent lateral restraint of webs shall have bracing Inalallee par ,o . ATE ; DL 10-7 .0 PSF DRW HCUSR6384 16252261 eclions 133. 131 er 810, es epplicnble. Apply plates� to earn lace of truss ono position as shown above and • d ��r--� the loins Deleils. unless delve otherwise. Reler Io orawings 1fi0A-2 far st eIt ti a plele p.silions. . • U Alpine. a eivislon of IIW Building f.ompon s Group Inc. shall nal he esp^nsible far any devlelion rrom is '•. R O` •O L L 0.0 P$f HC-ENG SSB/DF drewinq. any re!lure to nails lne vuss in cont^rmence wits AN S"'Pl 1.r^r lar senolinq. sniPPi^g. �/� at.. .•• ANITWCOMPANY inalalalian A hr.[inq of l,,,eae.. en y.. •....w•• �� OT. LD. 37.0 PSF SEAN- 754514 ngenAlelltitle lY as 1•wil Yf lsr U�•duljn IM1•ewe f Tin++dl uellll'n"''" o/clh USe,ewl pr/o•A�n�n•Ir•c�•n•IA•t• , Y — — .y 2aIAlLakeOrangelr,SudeIN1 •+P••nlenny e/ In•e.ndln•D.+lgn•r per AMSI/TPI r s.c.a. Sp..-ONA� �� DUR. FAC. 1 .25 • `•fWfM�111NP�" ce'It LhFL O.FL T2A17 Far are �nf armat�nn , e llab s general nate, page aha Ineae web Fl. ♦Iles S PAC I NG 24.0" J RE F- 1 V T X 6 3 8 4 Z 0 7 COA7N121A upfnE: www.elpineuw.rom: rPI: www.tpinat.org, wTCAb[inaaalry.[om�, Iwww I[[earaarq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V42 I Value Set: 13B (Effective 6/1/2013) 140 mph wind, 29.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP M2 BC DL=4,2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M2 Wind loads based on MFRS with additional C&C member design & Lumber value set "13B" uses design values approved 1/30/2013 by ALSC reactions. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 29.13 ft. from roof edge. 3 X 4 =� 5 5 x 0-0-4 0-0.4 28-4-11 �A r//34D��) ///////3�4(D1) L_ 2-8-14 —1— 2-8-14 _I 5-5-13 Over Continuous Support �aaiey,,,y� R=11 PLF U=55 PLF W=5-5-13 ``�, (�s F� ►i��h Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP, Wave FT/RT=20%(O%)/10(0) 16 1 .0 04 . 1 T /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!" NEAO AND 1011.All NOTES ON THIS U...111I ` T CIL L 2 O,O P S F REF R6384- 23359 "IMPONIAN7" IIINNISM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS • trusses require ev.IT'S.- eme cera in lebricetinq. hendllnq, shlppinq, In.telllnp 1"'dA11 ac inq. "afar .o ena f I • ee n len el ecsl IAalleing cempanenl sefe.y Inrarmau an, by "P ena WT !er .erely pr.allne. e i DL 7.0 P S F DATE 09/08/16 to parl.rmi Or nq mese /uncllens. Installer. shelf provide tempo rery braclog per BCSI. Unless note. .Lne rw • lop [nave Snell neve properly a11ec"ed .lruclurel ."ealhinq eng bottom chore Snell "eve a properly atter his 1 • rigid [ailing. Locations shown far permanent lateral restraint of wens shell neve bracing Installed per a .0 • ATE Q144$ DL 10.0 PSF DRW HCUSR6384 16252288 1 ns 93 91 or Nlo es eppllcabla Apply pieta ern face or tr. : ena posit' n wn .bare ane �M • .n hent Dete'S'ana.la.. na.ee at"erwi:e Nater l a nq. IeoA : �ar'.lenaera plate p aa. .� Q .� L L 0.0 P$F HC-ENG $$B/D F Alp air of nw ell n eing component: croup I :hell not be espon.ible r y e Ie1dn rr.m In /I� ��/ , �.' e g y 1.nu.a to euile Ina true: In ...rarmence.,In .111111 !.gar rot venal ng. sn ppinq. �/� .. OR .• AN ITW COMPANY inn ell nn & hr ecinq of tr...es 777. '••......•ry' I;A TOT. LD. 37.0 PSF SEAN- 754515 nfgeof l•Illy e. ry111; Nlar LNa'e.fijn aN'e.m^�iM'wlu•Illty"fin E"w� ofgLAlf"Erin. fo" "f vuc�u n'I�"ON �j�',,,�/ /O�e� y�V 241X1 Lake Orange Lir.,Spite I SO a p...i hI Iity.1 Ih.e.11n"g Design., par ANSUIPI I Sea.:. ' �Y11111�111�� DUR.FAC. 1 .25 Oflendp,R. 32837 Far are inlarmatlon . e Ihl1 dab's q...1.1 Data, p.qe and Ihe.e web .ite.. "tel S PACING 2 4.0" 1 REF- 1 V T X 6 3 8 4 Z 0 7 FL COA 91 279 ALPINE elpineilw.care 1pl ~ Ipin.t.arc. WtcA: sbclndD.Iry c Iee. iccsefe orq ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V25 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 19.92 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP fit Webs 2x4 SP #3 Wind loads based on NAVFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. IVINFRS loads based on trusses located at least 9.96 ft. from roof edge. 5 X 5 5X5 op (a) 1 11- -2 5 F_ (al 5X5 o 0-0-4 �14-2 11 3X4(D1) 3 4 = fE 26-6-15 Over Continuous Support _I R=75 PLF U=29 PLF W=26-6-15 1J'"� Fl �•N�y�4 RL=16 PLF OA,`r,7•.•. . ..�•C•A,�'� Note: All Plates Are 2X4 Except As Shown. O V.•--'`` S _'•/•, Design Crit : FElC2014Com/TPp/I -2OO7(STD) �• PLT TYP. Wave FT/RT=20/Dp/(O%)/10(0) 16 + 1 .Of 04,0. 1 TY:•.1 /-/4/-/-/R/ Scale =.25"/Ft. "1MARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • T C L L 20.0 P$F ..IAi0RTAN1" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • R E FR 6 3 8 4- 23360 • Trusses require ea:reme care in lebriceting. nendling. shlpping. inslnlling end hrac,ng. paler lq and 1 fII • - - the latest ndl:lon of BOBI (Building Component SalaLy In/ormellon, by TVI end WtCAI 1nr aele.y p,at.Itas 3� • D L 7 0 P S F DATE 0 9/0 8/1 6 :o perfor,ninq :hese func:lans. Installers Snell provitle temporary brecing per BC51. Unless noted of horw • tap chord shall neve properly attecned slructurel snea in dad ho.lom cn ore Snell neve a properly eIta,h� . e ri slid ce,i,,q. tncatinna shown for permanent lateral restraint of webs shell neve lis c bg Inualled per .0 . ATE Qe DL 10.0 P$F DRW HCUSR6384 16252262 teens B] B] or 810. as applicable Apply plates :o each lace of truss end posit hewn abava and ♦ ♦ r ALPINE :n lain: Details antes nate, etnerwI_ para, to drawings 'BOA-z Far s:eneerd pl t p mens. i ^ Q. .• IriR�_. L L 0.0 P$F H C-ENG S S B/D F Alpine a df ylsl an of ITW Bu,ld,nq camp onen:s croup Inc. shell not be espob,,ble f y eerie.-on from in a •♦ /� p`Q ♦• d nq any fes lu re to build :he buss in conformance with ANSI/TPI 1.ror for handl-nq. sh,pp,,q •♦♦ ♦• --- --- "-- ----- -- ANIrWCOMPANY —.alio—o a brecinq nl Irussas. �'h./C� •••Oa..••' �� OT. LD. 37.0 PSF SEAN- 754516 A rnl en TNI. drawls•er corer pp IUUno tNlr enwin00, Indleeur Redeolan�e ee - refpenrlelllly lately ler the def lgn rnewn. TM Ful uelllty ane uaa o/ Chir drewing for any alreciere Ie fb �r�/0�A` �.e�� D U R F A C 1 .25 240H Lake Orange Df.,Suite 150 refpu eef:blly at the etilldldg S-2.Deslgnar par ANSIITPI 1 S ¢. '"Wf JUMP - — -- — - — nrlendn.FIL 12837 Far mare lnform,(.nn as this lob , general note, page and these web site, SPACING 24.0" 1 REF- 1 UTX6384Z07 FLCnAN1T278 At PINI— alpineltw.c IPI www Ip,hst.orq.. WICA. slit-dustry.c : ICC www.lets,(, orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V39 I Value Set: 13B (Effective 6/1/2013) 140 mph wind, 27.88 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 27.88 ft. from roof edge. 4X4 = 5 5 2X4 III 2X4 III 0-0-4 0-0-4 25-10-11 3X4(D1 2X4 III 3X4 - 2X4 III 3X4(D1) _- 2X4 III I, 8-8-14 —1— 8-8-14 J 17-5-13 Over Continuous Support _I R=74 PLF U=36 PLF W=17-5-13 RL=4/-4 PLF QOvG•••• •��'��w. Design Crit : FBC2014Com/TPI -2007(STO) V V' S '•Y PLT TYP, Wave FT/RT=200(09'0)/10(0) 16 1 . 04_J1 I QT !1 /-/4/-/-/R/- Scale =.375"/Ft . "WAflNING!" READ ANO FOLLO ALL NOTES ON INIs GNAWING! T LL 20.0 PSF REF R6384- 23361 IMPOp1AN1" IURNISH THIS DRAWING 10 ALL CONTpACiORS INCLUDING THE INSTALLERS. f1 O trusses ragnlre estr.me uta to feertuting. nentllinp, shlpping. Instilling dna erecing. R.lar to And 1 • * D L 7.0 P S F DATE D9 DB 1 6 tna lel est aeltlon of BCSI (Bulla)n. Cempenent telely Inlormetlon. Dy EPI antl'NTCA) for sslely precllces • to per/a rt"inq These funtllon]. In]lsllers shell provitle temporary bretlnp per BCSI. Unless noted olner re lop Chord shall neve properly el ticnetl slruclural sheethinp antl DellOm chortl shell nava a Droperly attach • r!g!d ceil!nq, toullans shown for permanent tat•rel re]lralnt of webs shall neve bracing Installed per s�; ATE �� DL 10.0 PSF DRW HCUSR6384 16252285 actions 133, 131 or 010, es eppliteele. Apply plates to ee ch Iece of lru]] end pe]ilian as snaWn ebe,, end • • in. )Diol Oat ells. unless noletl otherwise. Refer to tlrawin Ifi OA t for stentlertl late Ilton, ALPINFE� AI ine, . elvlstan al ITW Buildingcam Gran Int. ]hall not be re] blepfor any devi.ua. from In �Q!•O IC Q'••� L L 0.0 P S F HC-ENG S S B/D F er.:inq, any fel wre Io exile Ina russpineconformente with ApsvrPl 1. orpior�handling�"sn,pp,nq, /C it �i Ze 0R`O••• AN ITW COMPANY in,teiln nen A er.cidq of �i� ..••...•.'� TOT. LD. 37.0 PSF SEAN- 754517 n.p.h Ib1 111 ty s.i�lyRlsr Ih."Uiljn eh.�lep TneasuluU Pith".ea'I`r�: efatRi:a:.:inor io',':I'I�"'i rI"iceer.'l/"Ph I 24IMI Lake OrulAe Lk.,Suite l Sit real,...ibnity .f the 15.11011.,11-12h., par ANSI/TPI 1 5.1.2. %ihs,.�/�ONM�- DUR FAC. 1 .25 Orlando,FL 12917 For more �nformen an see Inis job s generel note] peps end Ines,wee share -"W11fk•11{111N� FLcoAAo27A ALPINE nIpina, TPI. — tpinal.arq: WTCA: —.sbe!nda]iry.t IGC. —Ac c].f..arg SPACING 24.0" JREF- 1VTX6384ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V22 Value Set: 13B (Effective 6/1/2013) 140 mph wind, 18.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP M2 DL=4.2 psf, wind BC DL=4,2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP k3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MJVFRS loads based on trusses located at least 9.34 ft. from roof edge. x 5X5 ' 5 5X5 (a) (a) 13- -2 5X5 (al (a) 0-0.4 - �/p u �11-8-11 3X4(D1) - 3X4 = 3X5 = 32-6-15 Over Continuous Support _I R=75 PLF U=28 PLF W=32-6-15 R1=16/-1 PLF •••R ••••/�� Note: All Plates Are 2X4 Except As Shown. Q�•••!� S�•.�Y Design Crit : FBC2014Com/TPI -2007(STD) V'' • PLT TYP. Wave FT/RT=20%(0%)/10(0) 16 1 . .04 .1 /-/4/-/-/R/- Scale =. 1875"/Ft . "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DNAWINGI T L L 20.0 P S F "IWORTANI" FURNISH THIS DRAWING TO Alt CONTRACTORS INCLUDING THE INSTALLERS. R E F R6384- 2 3 3 6 2_ TrD,,., r.pelr. .atr.m. T.r. in ubricrting, hendling, sblppinp. Inslelling .1,a hrecing. Rel.r le ane 1 • * * D L 7 0 P S F 11,. .dl urn of ,CSI 1.ullding competent seely Inlormetlon. by TPI and wrcAl IDr ,.fay prattlers r DATE 09/08/16 to par lerminp Ins,• fOncllons. Installers Snell protide temporay breclnq per RCSI. Unlasa noted olhor se • ' tov chard ,nen tare properly suecnad etr.cufel latIs eral relnq end bottom chore ,hell brae ngpIo tidy alvelh : ATE : DL 10. PSF DRW HCUSR6384 16252263 ripil ceillnp. Lecet lens atewn for permanent lateral .IStre l al Is webs Snell neve brecin Inns slletl S s .7. 67 er to es rpp'I cabs e. Apply plrus to each lace of buss eta position as shown above e11 o 0 a �n� theihint 0.tall, onle„ nosed .th.rwi,e. Re/er 1. drawings ,..A.: ler suneerd Plele Pr,illen, . .p •p L L 0.0 P S F HC-ENG SSB/DF Lam' Alpine. a dlrisian al IIW.visaing Lompanenls Group Inc shall not Oe responsible for ony doviet,nn from lh `O •• erewinq, any lellure �e build Ina truss in conformance with ANSI/IPI 1. 1,r for handling. snippinq, O� ��O R• •• AN ITW COMPANY in,ta lariat a b....nq .1 Ire„r,. '� �•`d+�' •••...�,..••' �� TOT.LD. 37.0 PSF SEAN- 754518 A Iepl RR 1011 11eW10, Of COYef pe,e 11,110, 1N11 dfew1, IndlCell/ ett•y111,00 01 prDfe1110ne1 en Ineelln r..p.nsnnny ,ally far tt. d.a,n .town. 71,. Iaub14ny and e.. Df lhl. ef.wln, ter •1,y .1rpf�pr. 1.in °��s'IQNA1.EN DUR.FAC. 1 .25 2400 Lake orange lir.,Suite 150 resppp l l•1,I t y o/ the eenang Designer per ANSI/TPI t Sec.g. ig�� OrlAndv,FL 721437 F., more inurmauon see this lob's q.....I nous page end these web sites. „Wh,�r,{p11111 FL con#12714 ALPINE www elpinellw.cem; tPi: Www.tpinl.org; W7CA: w SbclnduStry.cem: ICC ~.lcceafe.org SPACING 2 4.0” J REF- 1 V T X 6 3 8 4 Z O 7 ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V36 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 26.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MAIFRS with additional C&C member design & reactions. Lumber value set "13191" uses design values approved 1/30/2013 by ALSC Deflection meets ./360 live and ./240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 4X4 = � 5 5X5 o 2X4 III 2X4 III 5 4-3 14 0-0.4 171 _J111 + 23-4-11 3X4(1011) a 2X4 III 3X4 = 2X4 III 2X4 III 2X4 III I, 14-8-14 I 4-5-0 I L< 19-1 -14 Over Continuous Support R=75 PLF U=40 PLF W=19-1-14 • A S � :��i�� R L=1 1/-2 P L f QOv�♦`v,`• . .•�•• Design Crit : FBC2014Com/TPI -2007(STD) �••v S�•••' PLT TYP, Wave FT/RT=20%(O%) /10(0) 16. 1 .0� 04 . 1 AQ TY:'� /-/4/-/-/R/- Scale =.375"/Ft . —WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAININGI . C L L 20.0 P S F R E F R6384- 23363 "IMPORTANT" FURNISH THIS DRAWING TO ALL CDNIRACIORS INCLUDING THE INSTALLERS • trusses1:41, eetreme cera in labricetin nendlin shf n ins,elfin ane brecin Refer Lo ane 1 I • `�' - raq.I,a q. 9� PPI A R q • L 7.0 PSF DATE 09/08/16 tna .Tett ealllen er Bcsl IBulleing component safety Inro,meu on, by rPl ane wrcAl Tor seleTy pr.cTices • to performing Inane functions. InsTallers Snell proviee lemporery breclnq par .CSI. Unless notes of i:,* 11211% e • top mere shoo ne.e properly etTecnee st,.vt.,el sneeTninq ane bottom cngre shall nave a properly attache p ATE �W ,�qie Bening. Laneugnf Shaw41 n lar permanent latera. restraint of webs shoo nage bracing Inflelletl per e ♦ • DL 10.0 PSF DRW HCUSR6384 16252368 '� tatTiont B]. B] or 810, es eppli cable. Apply plates to each lace of truss ane position of shown above ane the .in, Detells, unless noted otherwise. Rafe, to drawings ISOA-2 for standard plate positions. a �p� G QQ'.•� LL 0.0 PSF HC-ENG SSB/DF Alpine, a division of IIW Buileinq Components Group Inc. shall not be espons"" for any eevialion from to !Vii1 •.• C O O 1 •♦ /^` d-awing any /etlure to eaild the truss ,n cnnl.rmnnce with ANSI/rPl 1. or Thr honoring, sol Aping. •• •• --- _- — - - - ANIT-WCOMPANr in,lellaion A oracinq of ,Thetas. FqS ''•+O•••' _N`� TOT. LD. 37.0 PSF $EQN- 754519 A uel en TnU arewinp er ee.er pep. Iletin, TO dnw!Ay I..... eau one. FIT pre-.oleo■ eep se:IF lop 'II� s/ONA��\_ ----– -- -–----- - --- - -- I..p.n.lelnry .eLIA Ear L.. u.Ipn .hewn. rb. ..LL.eIITt, .aa...el lliu erewlnp r.l .nr nr.gl.r. I. In Jy rEp1 ..71M1 OUR.FAC. 1 .25 s r..pe..lblllle el the Belittling Designs per ANSI/TPI 1 S.c.2. � •u,,, Lake E31'AIIAe Ik..Suite I�1 - (kIaDIM,FIL 32837 Far mor. ........... . this lab gen.,.1 note, p.Ba ane These web t,,a, SPACING 24.0" JREF- 1VTX6384Z07 FLCOA0027A ALPINE. .alpine-Tw— IPI www.Tpinst. q: WieA. w.a a.sb.,ndast,y I... ICC. ..re orq ( 336330--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V33 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MGR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 25.38 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP M2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP M3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 12.69 ft. from roof edge. 4X4 5 5 5X5 (a) 6.9 14 0-0-4 n 101 101 101 — �20-10-11 3X4(D1) __ 3X4 I. 20-8-15 I 4-5-0 I ierE 25-1 -15 Over Continuous Support �I R=75 PLF U=34 PLF W=25-1-15 S F7i�4 RL=10/-1 PLF � Note: All Plates Are 2X4 Except As Shown. Q 0 $�'•. Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP, Wave FT/RT=20%(0%)/10(0) 16. 1 .0$ 04'w". 1TY: /-/4/-/-/R/- Scale =.3125"/Ft . "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DNAWINGI • L L 20.0 P S F R E F R6384- 2 3 3 6 4_ "IAQONIANI'- FURNISH THIS DRAWING TO ALI CONTRACTORS INCLUDING THE INSTALLERS • Truleee require estreme c re In le.r l cat ing, nenelln and n Inatellin ane .recto Reler to end I • pp1g' q �� • L 7.0 PSF DATE 09/08/16 the let est eelll.n of BCSI (Bullefng Component Se/ety Informed on, by TPI ane WTCA) far faty pfe[li[e1 • to par/arming (hese functions. Instal lets Snell pravlee temporary breclnq per BCS1. unless noted otherwi e • _ top cn,re Snell neve properly ettecne0 slruct or .neeInlnq ane bottom[note Snell nave a properly et tec ne p r.ele ceidng. Leceuen. .news ver permanent lateral re.velnt .1 web+ .nett nave erecing instellee per B A . ATE DL 10.0 PSF DRW HCUSR6384 16252369 ectiens 83. B]or 610. es epplice.le. Apply Plates t. seen lace of truss no posit ton as shown above .De • _ d �� ,be lint B.0 a 1. cola: netee otherwise. paler erew..g. I6DA-z ler ,t.neere plate po..ion:. •� �C `OY+••• L L 0.0 P S F HC-ENG SSB/DF Alpine, a eirision of IIW Buileinq Components f.roup Inc. 11,11 not he resp....... far any eevietlon from th (/� •.' O� •. erewinq, any leilare t, huile the truss in c.nf.rmence wltn AN 51/iPl 1. or for .coaling. lnlppinq, ww .• - ANITWCOMPANY inst.detien . br... . or ......I '`�� Fp '•'sive•••' TOT. LD. 37.0 PSF SEQN- 754520 A e.el en ENI. ez•rin••r ee.•r p.w neon• ENI, erewln0, Inele.u. .c..oune. el pnr.ul•n.l •nglnaring � VOA� \_ -- .•pn•1•uity of the ver tN• Designer er per RSI TPI 1 1 IEy.ne Ne. er E u erviny ver •ny nr.sE.r. a to M DLIR FAC. 1 .25 41X1 Lake Ehmlpe R.,Suite TSU responsibility of .n. Beneing B.el•n.r p.r ANslzrPl I s.[.z. - - - — - -- EMando,FL 32837 For mare rformedon see this job s general octet Page one Hese web . te,. S PACING 24.0" J REF- 1 U T X 6 3 8 4 Z 0 7 Fl COAIN127A ALPINE .t www.elpineite,com: FPI: wwwpinst.org: WS CA- sb[ind-try.c ons: ICC s,re nr. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V30 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 5X5 6-1 -2 5 F_ 0.0-4 �18-4-11 3X4(D1 = 3X4 = I< 16-6-15 Over Continuous Support J R=74 PLF U=33 PLF W=16-6-15 R L=17 P L F •..• • ••.� Note: All Plates Are 2X4 Except As Shown. Q .•Will aS4`4. Design Crit : FBC2014Com/TPI -2007(STD) ' PLT TYP. Wave FT/RT=20%(00/0)/10(0) 16. 1 ,0$ 04 . 1 TY:1 /-/4/-/-/R/- Scale =.375"/Ft . —WARNING!" READ AND FOLLOW AIL NOTES ON THIS DRAWINGI TT TC L L 20.0 PSF REF R6384 23365 "IWORTANT" FURNISH 1HIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • • Trusses require %,r SCS ace in /eb eicating, Safety shopping. Installing and bracing. Ra ler to and f • to Irfor ea than a/ Bnsi IB. installers g l:lerssnt snail Ir/temporary by TPI and WTGA) ler safety prantices L 7.0 P S F DAT E 09/08/16 to Performing mase /unctions. Installers snail entries temporary bracing per SCSI, Unless noted etherwi e • _- lop chore shall here properly poached structural sheathing end bottom chore shell neve a Properly attache ' • ATE DL 10.0 PSF DRW HCUSR6384 162552264 rigle palling. Locations shown for parmenenl late rel restraint of webs snail here brecing Inst at lad pee B Ip ♦ r Q ��NIE� sections Be, B] or BTO, es eppliceble. Apply plates to e.cn lace of truss and position as ition above and ' Y ♦ • • -- -_ the Taint Details. artless nates ntnawise. aelee to er.wings TBDA.: roe soanea" alae ata oars. ♦� OQ► �• L L 0 0 P$F HC-ENG SSB/DF Alpine, a eivision oT ITW Building Components Group Inc. stall nal be responsible tar any deviation from th VA ♦' C OR ` ♦♦♦ Brewing, any leilure to buile the Truss in conformance with ANSI/TPI 1. or for Candling, snipping, �� '` as AN ITW COMPANY insleuar nn A bracing of Irnsses. /i,F '" R\ TOT LD. 37.0 PSF SEQN- 754521 ,.:;:.I'd a tole of swirl 0/ COYIt pale Ilallrg thio Of aNIA laeltalat attayleap• 01 prO/apaltRal Gal l is art dl /// ---- - --- --------------- - - -- lanny pelay rte tn.e.algr anawn. rn. etn.bl4ny .re a..t/ thio tirawing nor .ry autntar. la to /�i/�}S,,��ONAI. DUR. FAC. 1 .25 2AOO Lake Orange DT.Suite 150 I•apen,i b II I t y of the eanelng Designer per ANSIITPI T sec.2. 'eWhryflWllplN� Orland..FL 32837 For mare nlnrmeUon ape this jabs general notes page and thele web ,rte,: $PACING 24.0 1 REF- 1 VTX6384Z07 FL COA#0 278 ALPINE: www.elpinelltw.c : TPI: www.tpinllt.org: WTCA: www.sbcindustry.com: ICC: rnvw.Iccsafe.org ( 336336--Bernson -Auld b White Construction -Public Safety Remodel -- 650 Seminol - V27 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 10.38 ft. from roof edge. 5X5 5 (a) 1 9-5-2 r- 0-0-4 +15-10-11 3X4(D1 3X4 22-6-15 Over Continuous Support �Ilgyy R=75 PLF U=29 PLF W=22-6-15 �S F �j�0% R1=16 PLF OVG..•• ' 'sdaid Note: All Plates Are 2X4 Except As Shown. Q .• v, �` • Design Crit : FBC2014Com/TPI -2007(STD) a PLT TYP. Wave FT/RT=20%(O%)/10(0) 16. 1 ,0 ♦. 4 1 25T Y. A_ F -/4/-/-/R/- Scale =.25"/Ft . "WARNING}- READ AND FOLLOW ALL NOTES ON THIS DRAWING! • ••IWORTANT" FURNISH THIS DRAWING ID Alt CONTRACTORS INCLUDING THE INSTALLERS. 1 T L 20.0 P S F R E F R6384- 23366 Trusses require est Fame care fn ISDricating, handling. snipping. Installing and bracing. Rear to end fo DATE 09/08/16 the 1.1.1t .en fon of acs) lee ueing comporert s.uty Inlormetion, by TPI Ane GAl for a.utr vr•ctic•s p • TIC L 7.0 PSF F In performing snare /enctlens. In11.11ers 11.11 provide temporary bracing permCS.. Unless note. otharwis : ATE sop cnoN shell neve properly et uchad strucsura sheathing ane bottom chore abell nave a properly ntec he Q.., r;•ie ceiling. lures lens shown For permanent lateral restraint of webs shell neve bracing Installed per BC �. t``�/(, DL 10.0 PSF DRW H�USR6384 16252265 �• sections Ba. B1 or 810, es epplireble. Apply plates to each face of tru1. end p0lillon as shown above end o •♦ __—... nthe Joint Details. unless rated otherwise. peter to drawings %.A"F for slentlertl plate pollllons. ♦ • 4 LLP � Atoll.. . :i,I,io.of ITW Building Component) G,.ep Inc shall nos be responsible for any ee.ialion From to O��'+;c4 0R1�.•' XLL 0.0 PSF HC ENG SSB/DF dr,wing. sly failure to build the tress in renfermence with ANSI/TPI t. nr In, handling, shipping. •••��••••ANITWCOMPANV Irltalletier a bracing of trusses. /y� tss/ .LD. 37.0 PSF SEQN- 754522 A uu •n thu tlr•.Ing•r e•..r P.R• !using tbu en•In4 I•ele.ua aeeaRune. of prbl•Euonu .ngln..ring /'% Q�A` rop•nalbllly aelay In tM bsl gn .netm. Tn. aul ubl Ity entl use of t Is enwing /or any uructur• a th / 241X1 Lake Orange Dr.,Suite l vo re ape..Ibfmy of the Bending Designer per ANsufPI T S.c.2. %wtuttEwlutLto OUR.FAC. 1 .25 OrlancIO,Ft 32837For mer. .I1ZIi.. 1.. 1hi, lob 1 gen.,a� not•' page ore the,•web ,it-: SPACING 24.0" 1REF- 1VTX6384ZO7 FL COA#0278 AtPINL weer.al pi••s1tw.Ban: TPI: wase, nat.or q; WTCA: www.s beiiduslry.com: ICC: www.ieesafe.org THIS DW, PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V41 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 28.71 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 28.71 ft. from roof edge. 4X4 = � s s F- 0-0-4 171 0-0-4 +27-6-11 K// 3X4( 1 = /////2X/4i/i//////////3/4(dD 1) 4-8-14 4-8-14 _I 9-5-13 Over Continuous Support ,�E�►I�t4 R=73 PLF U=50 PLF W=9-5-13 ,,``��►S F(,F�l a RL=4/-4 PLF OOV �.••' ' '••.� 'v ••, ` IS Design Crit : FBC2014Conn/TPI -2OO7(STD) . • PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0 '. 4 1 TY. 1'. F -/4/-/-/R/- Scale =.5"/Ft . "WAflNING}" READ AND FOLLOW ALL NOTES ON THIS DRAWING! a ,NrDR,ANT FURNISH THIS DRAWING TO ALL CONTRACTORS INNUOING THE INSTALLERS L TS, L 20.0 P S F R E F R6384- 23367 Trusses r.gulr• e.lrame care In fabricali ng, het. ng, ship"!%'. Installing ane bracing. Ra/ar to ane fo vhf j • T C L 7 O P S F DATE 09/08/16 the I.I.sI •alt len of BCSI IBvllding Component Se/sty In/ormen on. by TPI entl WfCA) for se/sly pre ct ices p e • to par/orming tn.se functions. Installers shell "routes temporary bracing par BCSI. Unless %orae olnerwl • top ,here shell neve properly ellechetl structural sheathing ane botlom chore shell have a "ropeTly eltacnetl risie ,.Inns. Loc.u. , snows ler permanent lateral restraint o/webs ,hall nave bracing installed per acs ATE DL 10.0 PSF DRW HCUSR6384 16252287 sect Ions e], 87 or Bto, es applicable. Apply plates to each fete of buss entl post n on as shown above and o ,/Q j• • the lolnl Del ells, %%less %sled otherwise. Refer to erewings 1BOAI for alanear0 plate positions. �� •�(OR`O ••` LL 0.0 PSF HC-ENG SSB/DF Alpine. a division of ITW Building Components croup Inc. shell not be responsible for any eeviellon From Ih s 7 •� • drawing. any failure la build Ina tress in ,onformen,e wish ANSI/TPI 1. or for hantllIngs shipping. �� e••��e• AN ITW COMPANY Inst elletinn a br.,ing al tress.,. Is� • A, . �� OT.LD. 37.0 PSF SEQN- 754523 A wl en lhU The,me er baso pee IL.LIwg Mlle dreWln� Inel el.e ee u�unu of "refnuenel englneering 'YA - reepeeelblllty se lely ler Ina ee.ign ,sown. The sv ltebl Ity end use of L 1, ar ning for any .lructu re Ie to ��' /O 21gl Lake lkmTpe U..Suite iso r-p—lbinly of ,he B.lulne Designer per ANSI/TPI T s.c.2. % AMLI IU,1101 `� DUR.FAC. 1 .25 Orland..FL 12817 For or, nlormellon see this job s general notes page and these web site,: SPACING 24.0" JREF- 1VTX6384Z07 FL COA FIAT 278 ALPINE: www.alpine—c TPI www.tpinw.sl.org: WtCA: www.sbclnduslry.com: ICC: wwIcese Te.org ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V24 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR Value Set: 13B (Effective 6/1/2013) 140 mph wind, 19,51 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP M2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP N2 Webs 2x4 SP k3 Wind loads based on MNFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L1240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. IVWFRS loads based on trusses located at least 9.75 ft. from roof edge. 5 X 5 (a) 11-11-2 5X5 5 r (a) (a) 0-0-4 13-4-11 3X4(Dl) 3X4(D1) - 3X4 = 3X4 i28-6-15 Over Continuous Support J R=75 PLF U=29 PLF W=28-6-15 ,`��►•7 F ��q RL=16/-1 PLF OV •,..• ••..�//�/� Note: All Plates Are 2X4 Except As Shown. Q .••�L SF•'•"•�' Design Crit : FBC2014Com/TPp/I -2007(STD) PLT TYP. Wave FT/RT=20%(O%) /10(0) 16.1 .0 '043A JjTy.' F /-/4/-/-/R/- Scale =. 1875"/Ft . '�WAflNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • 7T`n, IAPORTANI" FURNISH THIS DRAWING LU ALL CONTRACTORS INCLUDING THE INSTALLERS, L ^ L 20.0 P S F R E F R6384- 23368 I:, raqulra a.treme cern !n fabricating, handling. snipping. Installing and bracing. Refer to an 1. • j Ine let est aelllon of DCSI IDullding temponent Safety Iniormellon. by TPI end MCA) for safety prectices Dm r • T C L 7 0 P S F DATE 09/08/16 to perlerming masa luncllens. Inslellers shell pravl de lempor.ry bFee ing per BCSI. Unless noted other w! top theta shell nets properly et Incnae structural sheathing end botlam chord shell have a properly .tteehe • r,4 cell!... Leceuens shewrl far permanent lateral restraint of webs shelf have bracing installed par Bc. � ` t,QINDL 10,0 P$F DRW HCUSfl6384 16252266 actions 87, B1 er DEO. es appllceble. Apply plates to each lace of truss end pesltlon as shown eDore and • �V � the Joint Details. unless noted otherwise. paler to drawings I60A2 for sten Oard plate post li ons. QQ� •• .� Q �LJ AI Inn. . elrlsien .1 IIW Builein C ants Gr Inc. Ihen nal De r ale lar .n deri.tion from lh s71 O- ••%�Q R,O••i•\ L L 0.0 P S F HC-ENG SSB/DF p g .mpo^ oup esponsi y 'L� • erew�ng, any failure 1. build the%7,c7a with ANSI/IPI 1. or for neneling, shipping. ••w•••�••ww• (� AN IT'W COMPANY inslalletion A hrarina al Irnsses. �4_ v OT. LD. 37.0 PSF SE N- 754524 A eul en Ib, er awl nN er never pap IUting Thl. dr.wlno Indl ea te. see.y Unee of prsleulenel M IneerlAW _VIII S A'A r..psn.l•Illty .el.ly far t..e..ip strewn. The aul tablelty .red tae. of tela dr nlny far eq.tr•e�.re I. tN kt/�t /ON A\� - - - 2400 Lake Orange lh..Suite l SO ...is...lblllty of the D.Ilefeg Designer per ANSI/TPI 1 Sec.2. bbbyp�W�µp�tb DUR. FAC. 1 .25 Orlando.FL 32817 Ior mor. nrormalTan s.a Ihls Job a general nnt.s page and three web sit.,: S PACING 24.0" J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA ART 27A ALPINE: www..IPlnellw.com; tpl: www,tPlnsl.org; WTCA: wow.sbclnduslry.coln: ICC: www.ices.fe.org nn fnn fin t< ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V38 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 27.46 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP M2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP k2 Webs 2x4 SP k3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50, MFRS loads based on trusses located at least 27.46 ft. from roof edge. 4X4 2X4 III 2X4 III 5 r— —15 0-0-4 0-0-4 25-0 11 3X4(D1) 2X4 III 3X4 = 2X4 UI 3X4(D1) 2X4 III L 10-8-14 —1— 10-8-14 I 21 -5-13 Over Continuous Support R=14 PLF U=34 PLF W=21-5-13 ,�`�G�s RL=4/-4 PLF OO\l•.••0 ' .W�•. r� Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP, Wave FT/RT=20%(0%)/10(0) 16.11 �04 1 TY.'F. F /-/4/-/-/R/- Scale =.375"/Ft . "WANNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ bR E F R6384- 2 3 3 6 9 IWORTANT" FURNISH THIS DRAWING TO All CONTRACTORS INCLUDING THE INSTALLERS. L 20.0 P S F Trusses .egnlre extreme cera fn fabricating. handling. shipping. in,lelling one bracing. Ralar to end to • g _ ---- tna latest aellien of BCSI tBvlldfng Component Selety In1.21 1.21:.V .1'11 Tpl end wrCA) ,or solely preclicas p ; • T C L 7.0 P S F DATE 09/08/16 to par/erminp Inose functions. Installers shell pr.vlde Campo rery bracing par SCSI. Unless noted otnerwi g _ lop [nerd ,hell neve properly at',ecned structural sheathing and bo I',om cNbrd ,hell neve a properly ettecne no rigid calling. Locelions mown Inr permanent teles, restraint of webs shell nen. bracing installed per BC � ;AT DL 10.0 PSF DRW HCUSR6384 16252284 secons Bd. i or holes, es epplicehle. Apply plats to each /ac.00l for and position as mown above and o , �• ___— — _ _ ,I.';mint Detells unless noted otherwise Reler 1. Drew ngs 160A for stentlertl pl to positlans. 4 `� �+ � L L D D P$F HC-ENG S S B/D F ane a eine+inn of nw ea,Id n c.m.hoots Cronl dAlw1nq. any le,lure to betld the Qru , I conlorm nnre wish ANSI/TPIbl.rnrplor hendlangenShdPP ngion Ir om th s��/� ��•'�•C O R1:'� AN ITW CO MPANY i all,—, A brecinq of busses. ,�y� S """ OT. LD. 37.0 PSF $EQN- 754525 A vel en uU drawing er corer pep IUting uU OnWlno Indlenes ea uyy1n�e el profees tonal englnnring �I� re eponslblllty folely lar tM dee len ,hewn. The .!Mobility end use of this drawing /sr any ,tractor• Is to �/�j�/0 NAA. /s 24(x1 Lake Orange Ek..Suite 150 responsibility of the Building Designer per AN31/TPI 1 sec.z. - /IyA1�M�` DUR FAC 1 .25 LMand..FL 72x37 far more 'nlnrme"on see this job'• general notes page and these web ,it.,: �•�eMe�'• " FL COA A1127A ALPINE: www.nlpine it W.com IPI: t penal.org. WTCA. .shcindustry.eofe: ICC: www.iccsaf, rq S PACING 2 4.0 J REF- 1 V T X 6 3 8 4 Z 0 7 nn rnn rnn,< ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 650 Seminol - V21 ) THIS D& PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 18.26 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1 .50. MFRS loads based on trusses located at least 9.13 ft. from roof edge. 1 5 X 5 5X5 (a) 14- -2 s (a) 5X5 4 r (a) (a) 0.0-4 st �10-10-11 3X4(D1 - 3X5 = 3X5 = I< 34-6-15 Over Continuous Support J �eaWq��,i R=75 PLF U=28 PLF W=34-6-15 �+ ''�►y� ��►J F�:e-!a RL=15/-1 PLF Note: All Plates Are 2X4 Except As Shown. � ,.•'�•� S•••.� Design Crit : FBC2014Com/TPI -2007(STD) • F •• PLT TVP. Wave FT/RT=20%(O%)/10(0) 16 1 . 04 `3. 1 QT 1 L/-/4/-/-/R/ Scale =. 1875"/Ft . "WARNING!" READ AND IDtLOW ALL NDEEs ON THIS DNAWING! • Q. ' T L L 2 D.D P S F IAi0R1ANt" fURNISN THIS DRAW NG TO ALL CONTRACTORS INCLUpING THE INSTALLEfl S. • R E F R6384- 2 3 3 7 0 T," require ea tame cera in ubriceting, handling. shipping. In.lelling end bracing, Peter to end II w . D L 7 D P S F DATE 09/08/16 the lel est aditfen el SCSI IBalleing Component Salety In/ormetlon. by IPI end AD ) sot .slaty precticas r to per/arming Inose /unctions. Installers Snell ltltemporary br aCing per BCSI. unless noted olner se s • _ lop theta (hell here properly attached structura1',h'athing antl bottom chord Snell nave s properly spec IT • rigid ceilinq. Locations shown for permanent lateral restraint of webs snail have bracinq installed per s • qTE ; DL 10.0 PSF DRW HCUSR6384 16252267 Q �� sections BJ. 91 or 810. es eppllceble. Apply plates to each lace of truss en0 position as shown shore an %• •• __ Ina le int Detells. unless notes otherwise. peter to drawings 1.DA-1 for st entlard IT ala positions. FP� Alpine. . elrl.ion ill nw an a sing cempenents Group In, .hall net be respen.ible far any eeriauon rrom t ^•• ,O�••'d L L 0.0 P S F HC ENG SSB/D f ecewinq. env lellure to bu n e rile truss in Conrermance with AntlrrPl for nendirnq, snipping. O^ •a 4R • ` ' AN ITW COMPANY installalinn a brnring ill Irn s.e, �s ••..••��...•' TOT. LD. 37.0 PSF SEQN- 754526 A nal an till. Ir wino sr csrar pp !I—ng LNIa er wino , .4"laa seey unn et prslau tenet anglneering �y'' r•apaea lblllly sal sly 1•r Ln• d•-fil +hewn. Tha aulf eblllty end ua•n/ this drewlnp for •ny structure I. lh I/ S 2411!Lake Orange Lk.,Suite ISO r..pee.lbl uty e1 til.ea uleg D..Ign.. p•r ANSI/TPI 1 s.I:.:. Mii /O f Y At-�� DUR. FAC. 1 .25 Orland.,FL 32937 for mora 'nl,rmel... ... 11,1i11,1iJob s general notes Page and Inas,web sites: IMifl�qu� " FL COA N0 279 w ALPINE: ww .at pine llw.Com: IPI: www.tpinsl.org; WTCA: www.sbtinduflry.com w ICC. ww .Iccsafa.orq S PACING 24.0 J REF- 1 V T X 6 3 8 4 Z 0 7 ( 3363313--Bernson -Auld & White Construction -Public Safety Remodel -- 650 Seminol - V35 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 26.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP 82 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP 82 Webs 2x4 SP 83 Wind loads based on KVFRS with additional C&C member design & reactions. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 4X4 = � 5 5X5 s 5 5-1 14 0-0-4 101 101 101 n - �22-6-11 3X4(011) 3X4 = I, 16-8-14 I 4-5-0 I I at= 21 -1 -14 Over Continuous Support — � �eat��pit R=75 PLF U=39 PLF W=21-1-14f R1=11/-2 PLF • Note: All Plates Are 2X4 Except As Shown. fl�.•'••• S'•o!� Design Crit : FBC2014Com/TPI -2007(STD) Q F +• PLT TYP. Wave FT/RT=20%(O%)/10(0) 16,;U1 . .04 .1 QT r1 L/-/4/-/-/R/- Scale =.375"/Ft. "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • O. ' "IWORIANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCtUOING THE INSt Al LER5. T L L 20.0 P$F R E F R6384- 23371 Trusses require a.lrema care in /abrins'..... naneling, shippinp. Instellinp end 'renins. e.ler to eon Ii w • ^ * D L 7.0 P S F DATE 09/08/16 tna I.lael aeil ton of TICS IRulltllnp Component Solely In/ormellan, by rPl ane WfCA1 fOr safely preelltes • to parl.rminp Inose Innclians. Installers shell prorlee temporary breclnp per RCSi. Unless not ee other • top chore shell here properly altecnee slruclurel thea tnlnp an bottom chore snail neve a properly al%c sa ! • 11.17: i Nle ceiling. toceu ons shown ror permanent lateral reuF""' o/webs shell neve breclnp Heleliee per s • ATE 1 DL 10.0 P$F DRW HCUSR6384 16252252 d �� In.T lens nIT R1 or nrD, es noted other Apply peel es to wenn face of truss end position as shown above en j• +• In. feint D.I.IIe. ..le.1 haled nlnerwiee. Refer to drawings ha IRDA.: for stand r' plate 11-1. . 9 • . L L 0.0 P S F HC-ENG SSB/DF Alpine, a sirision of ITW Ruileing Components Group Inc. shell not be responsible for any Deviation /Tom t ^••+ 1O�•. eraw.11. ,an F.irnre to nolle Inw trnea in tnnfnrmente with AHsvrvl 1. nr for nendlinR. snlppinp. y4 + T 0 T. L D. 37.0 P S F S E QN- 754527 AN I1-W COMPANY instelletlnn abrecing of Trusses '^� •+••4R•w•. ,a A wl an tnH erawln2 er earar pep• IHtlnp tnU tlnwln Intll Fig. sootyy linea of pre/nelenal aepinaa1, i �Oj S ---- regsn.lelllty ss ey ler the eulpn shown. Tn. sue ubl�lty ane ua.of title ere«Hp for any as ruclure la th �I/ V A' •' 241X!Lake orange Dr..Suite 150 responsibility.fish.11.reelnp Designs per ANSI/TPI vrPl t tenet. kij /�O IY A� � DUR, FAC. 1 .25 Orland.,R. 32937 Inr, more nfnrma.nn sew tole Inn r gener.i nota peg. end thee.w.b tiles: "ai/�ypp pp $PACING 24.0 TREE- 1VTX6384Z07 FL CCIA#1279 Ai PINI nip ne,'Iw.eom: rPl: wow.t pin st.orn: WICA: www.s beindustry.eom; ICC: www.leesafe.urs THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - V32 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 22.84 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVINFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure, factor for dead load is 1 .50. See DWG VAL160101014 for valley details. 2X4 III 2X4 III 5 5-3-2 2X4 III 0.0-4 T �20-0-11 VX�( l - 24111�� 24111 24111 I< 12-6-15 Over Continuous Support J R=74 PLF U=34 PLF W=12-6-15 RL=18 PLF ```` Design Crit : FBC2014Com/TPI -2007(STD) V SF • PLT TYP. Wave FT/RT=20%(O%)/10(0) 161 . 04 . 1 QT 1 1 /-/4/-/-/R/- Scale =.5"/Ft . REA"IMPOH I.N/WARNFunNISH THIS DRAW NGEIONA^lE UlI I Cut THIS ING...i;lI HE INSTALLERS. O. • T LL 20.0 PSF REF 86384- 23372 V7 ,cusses cedilla a.tr.me [ere in tabricelinG, handling. shipping, installing . bracing. Barer to and w . D L 7.0 P S F DATE 09/08/16 the latest ae:t un or des: IBunding component Safety information, by TPI and wrcA, r"r .elely pr.cr[es • t" perlorming hese Iunctians. Inalellers shell ""id. l.mp"r cry br.ci:q per SCSI. Unless noted other e 0 • -- tap cn:rd Snell neve properly alt ec had structural sneetnlnq entl bottom chortl shell nave a properly asset f rigle ceiling. Locations mown for permanent latera, restraint of weds Snell have bracing installed per ss » ATE 1 DL 10.0 PSF DRW HCUSR6384 16252268 �� se[tions B3, B1 or Bib. es .%% ebl e. Apply p,etes to eecn lace at truss and pOsill on B3 9h"wn shore en . a ne ,einl Deta:s, amass nete,d alnarwise. Barer to tlrewi:qs ,BDA-T ver slentler,d plate pestle • .• ILL 0.0 P S F HC-ENG S S B/D F Alpine. a division :I Iiw Bui:,ding Components Group Inc. Snell not be responsible for any ,deviation from t •� ^/ 1 d rewinp. any leilure to build Ina truss in cont ormence with .NSI/TPI 1. or for nentlling. snipping. �� •. (,OR • AN IT-WCOMPANYinetalletinn A bracing of Irassea. rF ••...,�....• �� TOT.LD. 37.0 PSF SEAN- 754528 nu sn Ihu drawing er sever inp ,using tb.. .rdwl:0, tndtga.a eceeR once el premnienel englneerinp � V-(� ----- - - -- -- r..p.:.leuny ."lay ver tb. deal,: .hewlt. TN. .nluelllty .:d... er t u ar.w::g ver .ny atra[ta.. Ia to �I� v�QNA`�. DUR.FAC. 1 .25 241x1 Lake Orange Dr.,Suite 150 •even.lbl:ny o, the B.ildi:g Designer par ANS,/TPI t sec.¢. - Odandb,FE- 32837 Inv morenf,rm,ti,n sea this job s general nates papa and these web sltaa-. �BltMgglQlWa1 FLCOA#0278 Ai PINE www alpinei�iw.com: TPI www.tpinsl.brg: WTCA: 11,clndustry.com: ICC: www ccs.fe,org SPACING 24.0" J REF- 1 UTX6384Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MGR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T43 ) Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -655# MAX. (See below) from a non-wind load case requires uplift connection. Top chord 2x6 SP 82 :T2 2x4 SP X2: Bot chord 2x4 SP #2 140 mph wind, 21 .38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 SP M3 anywhere in roof, RISK CAT Ili OR IV, EXP C, wind TC DL=4.2 psf, wind Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC DL=4.2 psf. GCpi (+/-)=0.18 Wind loads based on lVWFRS with additional C&C member design & (a) Continuous lateral restraint equally spaced on member. reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. 2X4 III 4X4(R) \\\ 5X12 6-9 13 5 F— (a) �18-6-0 0-4-0 2X4(A1) 2X4 III 4X5 = 4X6(R) III �17-1 5 9-11 -14 _iE 5-2-2� fE 18-10-11 Over 3 Supports ►mutug�i R=239 U=62 W=3.5" R=1744 U=140 RL=501/-20 �••• /�- 6 W=3.5" Design Crit : FBC2014Com/TPI -2007(STD) •• �` PLT TYP. Wave FT/RT=20%(0%)/1O(0) 16. 1 .Of 04 " . 1 ,QT Y:*48 /-/4/-/-/R/- Scale =.3125"/Ft . "WARNING!•• READ AND FOLLOW ALI NOTES ON THIS DRAWING! • TC L L 20.0 PSF REF 116384- 23373 "IWORTANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • Truasas Ira ea tr ema care !n re0ricetin hand:"" %hI In 1"11111:1112 end Dr,c1n Reser Lo end F • 7AT 9gpp g. g l 7.0 PSF DATE 09/08/16 In% ompnent s.rety ur tempora". by TPI 11211"' A) ur aray pucu o.% • /r:nctlens. Initan.r% 12.:1 provlaa tampmary brecinp perRcsl. unless nn Lee olnorw •properly a nechAd :tr,ct,ra1 sheathing end bottom chord shellny aest" w • DL 10.0 PSF DRW HCUSR6384 16252281 rigid cerli.q. Locations shown for permanent laurel restraint or wee% %hall have bracing installed per R ♦ • ��0 ecu on% Bl. vi or RID. a applicable. Apply p u us a each rasa or tress ene posit u. as %sown .hove ane Ana lout oat.11l s. :.less .:tae etne.wise. Rarer to erew:ngs Is ror sune.re plate vosi eons. a Alpine. e dlailion lTW R:ildinp Component% Group Inc 1h.:1 "qt elpon%ibie Tar aoy d.viat Ir.m In�� O� F�O R OP.•'• L L 0.0 P S F H C ENG SSB/DF AN ITW COMPANY drawing. any aeereu ngael'�'n Stas truss in conrarmenca wlln ANSI rrP1 I. or ror hendlinq. shipping. ' ••• •_•• .• y' F ••• •' G� TOT. LD. 37.0 PSF SEAN 754532 A tial •n LNIE ft wing er eeeer peg• nuing thU tlreWinl Intlld.ue Reege•el proEe..lengl entlne•rin� IIS I 'ClI ll r.ep.".Isn ILy ea a y T.r tn. e.aTgn ane.". Tn. s.u.bl iLy end.a..r t :e e..a"g ror .ny etr•p er. :a n N A D U R FAC. 1 .25 •epenalblllty a/ tn•e.Ilding Designer per ANSI/TPI I Sec.2. ,��41/0"'" '� 24M Lake OraLAe Lk..Suite lsn wrggpg N1011►► -- _- -- Orlando,FL 321137 For more olo-1,on ... IhIs lob a general notes page and these was %iter SPACING 2 4.0" J REF- 1 V T X 6 3 8 4 Z 0 7 FL COA#0 27A ALPINE: www.elpineiltw.cam: TPI: www.I pin.t.org; WTCA: www.l0cind—ry.com: ICC asset iccsnre arg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T12 I Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roofedge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. MFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 III 5X5 : 2X4 III 4X4 5 X 5 5X12 (a)(a) (a) (aOa 9-7-9 (a) 5 E31 8-9-8 2X4 III 3X5 = 3X4 - 3X5 - 4X8 = 2X4 III 3X5(A1) - 3X4 = 2X4 III 4-0-0� 0 0 (� 21 -10-7 J, 10-0-13 31 -11 -4 Over 2 Supports ,I 11"Ny� R=1430 U=730 W=8" S F ►eI 04 U=550 III RL=475/ 98OJ.v�;.. • mt.,,�fj)� Design Crit : FBC2014Com/TPI -2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 16. 1 .0$ 04.W—. 1 T /-/4/-/-/R/- Scale =, 1875"/Ft . "WARNING!" NE AD AND IDELDAf All NDTES DN THIS DNAwING! • T C 1L L 20.0 P S F IARDNTANI" FURNISH THIS DRAWING TO ALL CDNIRACIORS INCLUDING THE INSTALLERS. • _R E F R6384-(yp23374 T""' require ealrame care In fabricating, handling, shipping, installing and bred ng. Refer to and f I DATE 0 9/D 8/1 6 tele Is1 edltlnn of SCSI IBui10 aq Component Safety In/ormat,on by ill ane WTLA) r f ly precl cos i : L 7 .0 P SIF to performing these functions Installers shell provide temporary into,,ng per BLSI. U nted other w! a .^ top ,n a hall neve properly attached slructurnl shealb!ng ane botlam chortl stroll ne Prop arty attache ATE Q� -gid -I- p. Lotel,ons shown for permanent lateral r¢slre nt of webs shell hove b - g telletl per B aaO • JD 10.0 PSF DRW HCUSR6384 16252270 actio B3 B1 or BlD as applicable Apply plates to each face of trtss and pos t n wit above end j - • 4 LLJ � ........ .. .. t Det is ",less noted In camp Ref¢r to drawings IBDA Z lafes aneebleplate f P d inns.on from th tyr�•• •��O R` �•��+ _0_0 PSF FI_C-ENG -SSB/DF _ p s,on er nw ea Ie g romponents troop Inc. Snell not be p y ovist L L Brewing y f ,lure to build the bass in ca with ANSI/IPI 1. or for handl -ng sh pp g. • O• AN ITW COMPANY 'nstellelien t bracing nr bels.as 0",Oo•'' �'� TOT. LD. 37.0 PSF SEAN- 754534 A tell en title er..'I ng ar atter peg. IUting tnU erewln Ineleu.e .cel u.at a gra eltl.na .np1 nearing �Q -- --- --- --- - -- yy y .y r.tp.nelelllte 1.1 as lar tele bslgn an.•p. rel. sulunlllt7 ele uel .I this itr.•Ing lar ay t..ualu.. le In ''H/S/ONAi. a DUR FAC 1 25 2410 Lake Orange Dr..Suite 1.50 responsibility./ the Titillating Designer per ANSI/TPI I S.c.z. '�W - Orlandn.FL 32837 For more r mal-ensa this lab general notes page and these web site,. �fltllpNiu " FL COA#1127A ALPINE: www,11pineil ; Tat, v tpinsl.org, WTCA: sticIndustry,com ICC. sere.erg S PACING 24.0 J REF- 1 U T X 6 3 8 4 Z 0 7 L O Z b 8£9 X l A l 3 3 a( n 0'b Z 9 N I 0 V d S bJ0'a,.s-1 — :331 woa'L,lsnpulaq,MMw :Y91M :b,a iw d, MMM :IdL woa'M,I.oidi.'MMM :3NId1Y YLZ00VW Ij ��tVlllI J ,1 11 •,..i��a :%.1 is g6V.66.41 Due ODed s01ou la,.ueb c,go[ %141 .as ual,Ow,ulul .low,O, LLYZb 1:1'-11"1110 5Z L 0Y] OIIQ 's�� ' 2'a.S 6 Idl/ISMV l.d l.Yn16.0.YIpl16e-41 ,. t11114j,a.d..J Sl dllny"ln aylle(1x 1"11N Ifi G �6•' O/ ��j// V1 61 •+n lin+l. Lu• +o, bu1M.+p .1111 /o MAP,; tllllglllni .Y1 'YM.V6 Yn l..p 6V1 ,.J [1.1.. (Illlglauad..+ 6,(� ( 7�� `/ eYlI11YInY/ IIYpI601101d 10 IiY0110iie M P,;Yl 'OYIMIJp 61Y1 eY11611 001d J..Oi JO .VINO/p I,YI Y. 11.. 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I 09E/1 slaaw u011381180 ainssaid pu!m of posodxa leu Iea!lJaA pua lg6!H OS1V I(q ELOZ/OE/l PaAOJdde sanleA U61Sap sasn ,gEL,, las anleA aagwnl suolliI9J I u6!sap jagwaw 010 leuo!1!ppe gl!m SHANVy uo paseq speol pu!M £S dS 6xZ sgaM 81'0=(-/+) !d39 ')sd Z'6=10 08 pu!m sd ZN dS vxZ plogu log ) Z'V=10 ZM dS bxZ Pioya dol Ol Pu!m 'O dX3 'Al 80 111 1VO XSIH 'a6pa )ooi woa) 1) 00'6 u!41!m P810301 lou '6plq 03SOlO '01.-L 33SV 'l6y Ueaw 1) VL'OZ 'pu!m gdw Obl (£lOZ/l/9 aA1lJ3))3) BEL laS anIOA ( 9d - IoulweS OS8 -- lapowag (la)eS allgnd- uoi.lanllsuo0 a114M 9 PInV- uosuJag--8££9££ ) Haw ssnal A8 o3111Wen5 (SNOISN3W10 Y SOtl01) 1ndNl e3indwoa woH3 038tld38d SMO SIH1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - P7 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MINFRS with additional C&C member design & reactions. Lumber value set "130" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1 .50. MAIFRS loads based on trusses located at least 22.09 ft. Refer to drawing PB160101014 for piggyback detail . Top chard of from roof edge. supporting truss under piggyback to be braced @ 24" O.C. , unless otherwise specified. 5X5 5 6- -4 f- 0-0-4 �18-6-9 3X4(D1) 3X4 =_ fE 16-2-6 Over Continuous Support mean, R=74 PLF U=31 PLF W=16-2-6 �t�►s FIa �y RL=17 PLF �V-•�.•• • ••..,•�' Note: All Plates Are 2X4 Except As Shown. ••/ly•••�V'. S�.`� Design Crit : FBC2014Com/TPI -2007(STD) • PLT TYP. Wave FT/RT=20%(0%)/10(0) 16.1 .0 �04 A BTY.'F F /-/4/-/-/R/- Scale =.375"/Ft . ••W1IRNINc1•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • • TL L 20.0 PSF REF R6384- 23376 "IMPORTANT" FURNISH 1HIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • Trusses require ertreme cera in labrlcatlnp. nendlinp. shippinp. Installing ane brae lnq. Refer to end lai • 1 in. lalasl edlllon of BC SI (Build.. Component se/ely Inlormetlon. by TPI ane WTGA) far aa.1y pr.cll,:ea pm , r • TC L 7.0 PSF DATE 09/08/16 . perlerming Inose lone eons. Ins allots sna l prov lee tampoN ry brecing par RCsI. Unless nolee elherwi • lop mere Snell neve property el ucnee strecturel anutnlnp ane bottom more Snell neve a properly at acne AT . DL 10.0 PSF DRW HCUSR6384 16252290 rigid coiling. tecellons mown for permanent let...I restraint of webs shot have bracing Insist lee per RC. • I��• sections RS. pT or R11. es eppliceble. Apply plates to each lace of truss end position as shown soave ane o ��•• --- d �� the Joint Devils. unless noted atnerwise. Refer I. drawings 1RDA.2 far slendertl plate p..11i.n.. • . F \1 Q' • L L _- 0.0 P S F HC-ENG SSB/DF �f Alpine. . elvision or ITW e.ileinFT components Group Inc. moll "*III,ee responsible ror ony eevl.t inn nnm in ,�� '�. O R`O w.•. drewinp, any Iailure To build the tress in [onr.rmance wits AN S"TPI 1. or I., handl' AN ITW COMPANY insteuen on a nrncing al Trusses. Tnq snTppi Tq 4�4 �•'••�•''�• �` OT LD. 37.0 PSF SEAN- 754539 A.:;%1.*n INU pr wlnl er I:e.ar pp Iln lnp tAl. drawledo In11ca1u u:nyyunea of prelualonal o Ineerinyy ��I�kS -- --- - -- -- - rplNlly say lar IM e•.IpN .ba•n. rM• .ultaelllty sad un e/ eras np for any ar•e�an N ih 111%", // �A�� DUR. FAC 1 25 24(X1 Lake G4Allpe Dr.,Suite l So r..jr—ii llly•/ th•N.Ilel•p Dulpnai par ANSI/TPI 1 S•c.2. NIAYrfhN01011111 - OE Z.,FL 32837 For more informal— sea this job s q.neral notes pare and those on site.. S PACING 2 4.0 1 REF- 1 V T X 6 3 8 4 Z 0 7 FL COA 0127p AIPINL: www.elpine,tw.c IPI www.Tpirst orq: wTCA sbtindistry c : ICC Wevii.icessfe.urg nn inn nn lc ( 336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T12A )THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 :T1 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MNFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase (a) Continuous lateral restraint equally spaced on member. factor for dead load is 1 .50. MNFRS loads based on trusses located at least 30.00 ft. from roof edge. 5X6 o 5X5 = 5 X 6 H0510 (a) (la) (a) (a) 9-7 9 (a) 5 2X4 III 4X6 = 4X6 = 4X7 rill= 3X5 = 2X4 4X5(A2) — — — 4 0-0----J 6-9-12—� 21 -10-7 _I_ 16-6-9 _I 38-5-0 Over 2 Supports R=1406 U=721 W=8" �a\ Ligs F� 0 U=706 W=5.5" RL=475/-116 �v••�••• • ••.•••% Note: All Plates Are 3X4 Except As Shown. Q �.•� StC`'• Design Crit : FBC2014Com/TPI -2007(STD) 3� PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/1O(0) 16.91 .0 q04 ` F112 A hTY. F /-/4/-/-/R/- Scale =. 1875"/Ft . —WARNING!- READ AND FDLLONALL NOTESON THIS DRAWIMGI • TG L 20.0 PSF REF R6384- 23377 • "IApOR1AN1" FURNISH SH THIS DRAWING t0 ALL CONTRACTORS INCLUDING THE INSTALLFRS. � • Trusses require ..trema care In leericetinp, nandllnp, snipping, Installing end hrecing. Rater to nntl la • the tat ill edition of BCSI (Bulltling Component Sarety Inrarmellan. Dy TPI and WICA) for solely practices P� ; • T C L 7.O P S F DATE 09/08/1 6 to perlarminq mese /unctions. Installers Snell provide temporary bracing per BCSI. unless noted athorwi • toP chore Snell here properly at ached svucturel sneatning and Bottom chord Snell neva a properly attache ATE D L 1 O.O P S F rigid ceiling. Leceuons shown ler permanent lateral resveint or ween Snell neve erecing installed Par Bc pRW RCUSR6394 16252272 a �� sections Bl. B1 or BID. es applicable. Apply plates to each rata or truss end position as shown above end n , • • . HE the /•int Detells. unless noted otherwise. Refer to tlrvwings ,BDA-: lar standard plate positions. ✓� '. �� ,QP • LL 0.0 P S F HC-ENG SSB/D F AI ins. . elrlalon of nw eailaln tom is tree Inc. :Hell not be r naieie ror en eerieuon rrnm to :' dam •• O R +� ` AT,:— g pone( p espo y • draw:"'. any le ilu re t.... Buit ld the truss i _onforman-with ANSI/IPI 1. or for handling. hipping. /�' •'•B. �.• - - ANiT'wCOMPANY — II.— a matin, of vusses. '/y,`s'S,IO •"' V OT. LD. 37.0 PSF SEQN- 754542 A anal an till. dr slop sr eerar pyo Ila lop till. enwln0 :Hata.us .c NCt.ne• gl prsfgglgngl •• In•arlay AI AI -- - r•sp...Ihllity feisty ler tna daft:: ."_. TM .ul uhf lty •nd e.a el t 1. drawlnp far any aM ec�en U lis 'v/y l.• 241X1 Lake Orange Dr..Suite 1511 r•spsnf lbllll) o/ til•Building Designer par ANSItTPI 1 5-2. �kydnrywpUp1lg � DUR. FAC. 1 .25 LMando.FIL 12837 For mora information Baa this jobs general notes page and these web sIto% SPACING 24.0" 1 REF- 1 VTX6384Z07 FL COA#1279 ALPINE olpinelt—doh: TPI: Wew.lpinsl.org: WICA: —sitcindust,y—th: ICC WWWA....lc nen nn inn I'M Z ( 3363313--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T23 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) (") 1 plate(s) require special positioning: Refer to Top chord 2x6 SP #2 :T2 2x4 SP #2: scaled plate plot details for special positioning requirements. Bot chord 2x4 SP #2 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC :Rt Bearing Leg 2x6 SP #2: DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads based on MFRS with additional C&C member design & reactions. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead load is 1 .50. MFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X4(R) \\\ 3X4 io 5X6 (a) 5 F_ +10-6-0 -- 8-9-8 j 3X4(A ) = 2X4 III 3X4 = 3X4 - 3X5(-e) _ 3X4(R) III 4-0-0� oho �E 19-9-13 Over 2 Supports muw R=1000 U=565 W=8" ``r RL=454/-89 •••.■ • •■•■. Design Crit : FBC2014Com/TPI -2007(STD) OO•`•v S�•••v PLT TYP. Wave FT/RT=20%(O%)/10(0) 16.11 .04?.0 4JA 1 TY. F /-/4/-/-/R/- Scale =.25"/Ft . —WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ■ TC L 20.0 PSF REF _ R6384- 23378 "IArgflIANC" FURNISH THIS DRAWING r0 ALL CONTRACTORS INCLUDING THE INSTALLERS al • . „aaaa3 regalre e.beme "ere ;n labrlceting nentlling. shipping Installing and bracing. Rarer and fi L 7.0 P S F D A T E 0 9/0 8/09/08/16 the la est aen loo o/ Rcsl T11an Bing comvonent salary In/o rmeu on, ey WPI aad wrcAl Tor saTety prentires Ia part'rminp loose /enrtlons. Installers shell pro,iee temporary bracing perW` unless notes otnerw'I Io0 snore shell he7 re properly attached structural sheathing antl bottom chord shell have s properly ettacne A D L 1 O P S F r,, ca;ling_ Locet;aas shown for permanent lateral rastrelnt hl webs shell have bracing ,n.,w, ad per R ; ATE ■ DRW HCUSR6384 16252275 serf ons 83. A, or . 0 as applicable. Apply plates to earn rare of truss ens posit n wn eon'. ane •� • __ __-__ _. — the loot Details unless noted otherwise. Refer to drawings 160AA-Z Tor steneere plate post ns. �jy •• P •� Alpine, a elvlslon aI I1W 11uild,ng fomponents f.roup Inc shell not ba respoos;ble to y tl 'Int-on from to �y� �F��C O R\Vt- � � LL 0 0 PSF HC ENG SSB/DF drawing. any failure to baled Ina truss in cont o rm once wilM1 ANSI/TPI t. or IoW he nal np. sM1 pp g �. • - ---- --_-- - - --' AN ITW COMPANY nel1eu on A erasing ar basses. Oy Ss •'••w'•' a -TOT. LD. 37.0 PSF SEAN- 754546 Aa sell •n this her •r e•N•r pp I1tln9 sol. drnrin Ineleet.e 4ec• ssee• el pr•rsealen•I •n9lseulnl ��II / �I A �'e\_� ---- — - - --- -.. --. r.ap..a•nlLr e.ulr r.r Ln. e.a19. en•.n. rn. eiiluel4iLr .ne Ne. ar Liu 4r.wla9 War lar .u•eL•r. !, Ln yi 0NA'L DUR. FAC. 1 .25 241X!Lake Orange nr.,Suite 150 .•sp•nalel l tr ar she 110141.9 Designer par ANSI/TPI 1 S•a.9. f A� Orland..FL 32X37 for more nfermetion see this job I -- -- -- -- --- -- _ -- ---- la general ' page and `noreweb 'iw„y" SPACING 24.0" JREF- 1VTX6384ZO7 FL COA gf127N ALPINE: elp'ne tw cum roI: www.tpinst.old: wrcA. °.sbclnaus by. m: Icc. I seie.orq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - P8 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 24.53 ft mean IT t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Top chord 2x4 SP #2 BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on MFRS with additional C&C member design & reactions. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L1240 total load. Creep increase MFRS loads based on trusses located at least 24.53 ft. factor for dead load is 1 ,50, from roof edge. Refer to drawing PB160101014 for piggyback detail . Top chord of supporting truss under piggyback to be braced @ 24" O.C. , unless otherwise specified. 2X4 III 5 1_10_8 0-0-4 �23-5-5 V1�X ( �) //////�X slainy�Mi R=72 PLF U=54 PLF W=4-5-6 RL=26 PLF O� ••..• • ••••• �i1_ '• Design Crit : FBC2014Conn/TPI -2OO7(STD) Q `••V S�`� • PLT TYP, Wave FT/RT=20%(0%)/10(0) 16. 1 .041.04 1 A JJTY. F /-/4/-/-/R/- Scale =.5"/Ft . "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! • • IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCIUDING THE INSTALLERS. a • T C L 2 D D P S F R E F R6384- 2 3 3 7 9 trusses • *' • - - - - - require extreme care in ding handling, shipping. installing entl bracing. Refer Ih Bntl 1 • - t the let , dl n e1 nORI tRlt,ld,nq Dempane"I saI'll In Telmallan by TPI and WICA! 1 111y p1ar1'Ce. : WD L 7.0 P S F A T 09/08/16 t Performing th... fund tons. Insl°Ilers shell 11-lde temporary bract nq per RCSI. Dnl ss Ildled otherwi • ____ D E p chord shall hole properly attached struelnr°1 sheathing and bottom chord shall n p party attache . ATE L 101.0 PSF DRW HCUSR6384 16252280 aid c I q. Locations shown for permanent lateral restraint at webs Snell neva b P lolled per R • 'L� P H9 .t on A3 BT r 810. ......l i.c ble. Apply plates to each lace ¢I truss and posit hewn above end It . O�•• - - — - - _ _..._ In la 1 0 1 1 alas, ted eInorwls.. Rore1 t. dlawings IRDA z ror stando,d pI t p ,i ons • • L L D.D PSF H C E N G SSB/DF Q Alp- e d on o/ IiW Building Components Group Inc. shell not be r,r... 'hla 1 y devlet-on Irom I 4�/� ,q L O�` It""\ d in, y I -lure to build the truss -n canr¢rma nce with AN 51/IPI 1, or 1¢r handl' q. M1ippinq. 7 •�•• • - — - ANIrwCOMPANY install.Ilon A hraciaq of Irassa.. S ••-•• •1*TOT. LD. 37 0 PSF SEQN 754548 A uel en 11 1 !1=19411 1.+110 er ee..r p.ge IUting 1e Le dr e4' Indic.u. •eu unn of preleea anal enginm lap ��II — — ------------ ------------ ---- -- reepenaien i1r ..I.I) r.r 1n. •.elan enorll. rn. 4' 1,and... .r 1fll. ar.•I1q rer .nT ea.d1... a 1n SAO NAl�° D U R FAC. 1 2 5 24IN11-akeOrAngeDr.,Suite 1SH r..P-11alllly of the•.Ilding Designer Par ANSI/TPI 1 Set.t. tg8�g1111W� _. - Orlando.FIL 32X37 For more Informat-on see this lob s general rotes page and these web sit wv° " JREF- 1UTX6384Z07 FL COA NH 278 AI PINE: .alpine-iw.c IPI: www.lpinal.orq: WiCA: www.sbclndt alry.c ICC. intaefe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 33633B--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Seminol - T44 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 20.38 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT III OR IV, EXP C, wind TC Top chord 2x4 SP #2 DL=4.2 psf, wind BC DL=4.2 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads based on IVWFRS with additional C&C member design & reactions. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC End verticals not exposed to wind pressure. Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X4 = 2X4 III 5 r 3X4 3X4(R) s (a) (a()a) 12-9-13 (a) (a) 6-1 -5 *10-6-0 2X4 III 5X5 = 3X4 = 4X4 L 5-1 -10— J I_ 14-1 -2 ,1, 5-1 -1 J 19-2-3 Over 2 Supports ►S��' R=485 U=56 W=3.5" R=992 U=744 W=3.5" yXq RL=240 OOV•••••• • •••�� Design Crit : FBC2014Com/TPI -2007(STD) S •.I PLT TYP. Wave FT/RT=20%D(O%)/10(0) 16. 1 .0 104 1 TY. F /-/4/-/-/R/- Scale =. 1875"/Ft . "WARNING!" READ AND 1011.All NOTES DN !HIS DRAWINGI • • T C 7 L 20.0 P S F R E F R6384- 23380 IAAONIANI" rURNISH THIS DRAWING IU At CONTRACTORS INCLUDING THE INSTALLERS. • • • • „e, regaire estrem. tore In In, liteting heneling. ,nipping Instelling ane bracing Reler to .ne l l L 7.0 P S F DATE 09/08/16 the tete n ealtton el Bcsl IBullding component s.rety Informeu on. by TPI .na wrcAl Tor safety pratlte, • to per/orminit these Iuncllons. Ins tetters shell provide temporary breclnq per BCS1. Unless notes atherwi ' • op chore ,hell hese properly 11-1.1 stracwral sheathing and bottom mora ,hell node o properly euatTo �� DL 1D.0 P$F DRW HCUSR6384 16252279 r igie tailing. location, shown for permanent lateral restral of of webs shell have bracing installed par B AT E sectio B] B) or BTO. es eppltceble. Apply plates to each lace of truss end posit' 9 how. above -- �� the lo- t 0 1 IS'onunless noted otherwise Reler to dr ewings LEDA-Z for stenaere pl t p Il'ons, end 41 .• .� — d Alvrn a or nw Bnllaing campanents crane Inc 'nail not be esponsible r y de. at n from to ,0,�. yF(0R�UP•• L L 0.0 P S F H C E N G S S B/D F .Alpine. y 1 Ilure to build the truss ,n canlormence with ANSI/TPI TPI t.ror for hanelong sh ipping.o •••• ••�• \ AN IrW COMPANY install etien A bracing of lin...,. �i ••�•• R1*TOT. LD. 37.0 PSF $E N- 754566 A aeH en tNU Irew1.1 er esrer pep lutlnp ENI. Irewlnl, I./lgn ee ee npunu el profenlonel enOlneeriny ��II n A, G - - ---- — - — - -;esp... uu/. .hewn. yv��/� OI�A� DUR. FAC. 1 .25 R 241X!Lake Orange U.,Suite lsfl I e l II t •r IN.Lesesne Des lln.r per ANSI/TPI 1 Seo.2. r �&q�� - -. Orlandn.Ft. 32837 For more .n leanon an sae this job s general notes page ,to these we" ' SPACING 24.0 1REF- 1VTX6384ZO7 FL COA AH 27R AL PINE slpineilw core, TPI: www.tpinst.erg. WTCA. wxw.SbcindaSlrycom —: ICc. ,efeorg THIS DK PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (336338--Bernson -Auld & White Construction -Public Safety Remodel -- 850 Sentinel - HJ88) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x6 SP SS Dense Nail Schedule:0.128"x3", min. nails Bot chord 2x4 SP M2 Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP N3 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid?, Located in each row to avoid splitting. anywhere in roof, RISK CAT III OR IV, EXP C, wind TC DL=4.2 psf, wind Wind loads and reactions based on IVINFRS. BC DL=4.2 psf. GCpi (+/-)=0.18 Hipjack supports 4-10-0 setback jacks with no webs. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1 .50. 2X4 III 3X4 2X4 III 3.54 3-1 -0 1-9 13 - y— - +8-9-8 4X4 = X5(8) III lE 5-7-14 J L 6-10-0 Over 2 Supports as R=1250 U=642 W=11 .314" R V =123 U=0 ��g9 ''••• ••�•� ,'Y Design Crit : FBC2014Com/TPI -2007(STD) '�� .S�•••. PLT TYP, Wave FT/RT=20%(0%)/10(0) 16 1 , .0413. 1 QT .1 L/-/4/-/-/R/ Scale =.5"/Ft . "WARNING1 .1 Al.1.111011011'ALL X0tl5 ON THIS[111.1110 • 0. • REF 86384- 23381 WONT ANI" IURNISH THIS DRAWING TO Ali CONTRACTORS INCLUDING THE INSTALLERS. ■ T L L 2 0.O P S F Tresses require eelrama cern in leericating. handling. shipping, Installing and Is"I p. Refer to and II w j / • _— - -- -- the I.test ndlllon .l BC.I1 IRolldid, canponent Safety Information, oy TPI and WTCA) lar salary practices . / '* OL 7.0 P S F DATE 09/08/16 to performing These /enttl.ns. Installers shell provide tempo....".s in' per SCSI. unless holed others ■ • _ top chord shell neve properly attached structural sheething end bottom chord shell neve a properly et.ec e v riq,e 'I,nq. locations shown for permanent lateral restraint of webs shell neve bracing installed perS : ATE • DL 10.0 PSF DRW HCUSR6384 16252035 sect o 83 R1 or filo :,..,ad eppIi0,,b.1, Apply ,Isles to eecn lace of truss end pos t' hewn .bore en o • __.- -_-_—_ _. _ O the lo' I D t its unlestberwtse. Refer to drawings I60A.Z I.r st.nd.rd plate p tinny. „ . : L L 0.0 P S F HC-ENG S S B/D F 4 A.,tn e Sinn .r nw R 'Id g 1..77 ants Groep Inv. :Hall not oe resp.ns ale I y e vi.t;nn from t :�//��•*041"4 •• - - drewng y 1 'lure .a Outld n t nes n conlarmence with ANSI/tPl 1 or for handl-ng, skipping. s/�1 ♦ O R �� AN ITW COMPANY ;nu allat,.n a bracing nl .r %. /��+•••'�,_',`��=`�� TOT. LD. 37.0 PSF SEAN- 754784 A vol •n tNU erewley er esru pp IUtlny t■U erewle�, Igelca.. .c aounce e/ prefnelenel any l is Vriny l S ``__ ----- _ _. - – ---.. . ---- -- – reepenel■Illtg eololg Tor Ino eoalyn shoswt. Ina seltoel It) ane use or this erowlnp /or on7r atructur• Is to (� �{l 24(X)Lake OraUpe or.,suite l Sfl respenslellity el the blleing Designer p.r ANSI/IPI t sec.2. �i,�■,��C�ONAL y MI'- DUR. FAC. 1 .25 Clrlando,FL 12937 for more information see this lab s general Ills Page and these web saes - lyllhgigyNy SPACING 24.0" JREF- 1VTX6384ZO7 FL COA 010 279 ALPINE'. www,alp;neltw.com; TPI: www1pinsl.org: WTCA. www,.sheirdostry.com: ICC. www.Iccs.le erg CLR Reinforcing Member 1'-'> ub ,-s- titution ? -Reinforcement lhis detail Is to be used when a Continuous Lateral Restraint (CLR) OP' 7-Reinf. _. specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. Apply to either side of web narrow face. \ Attach with lOd M128rcing'membrmN nails / at 6' ac. Reinforcing member is fJl t E) a minimum 80% of web member length. detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or -reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. or minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Reinf L-Reinf. Web Member Specified CLR Alternative Reinforecement "ZIP Pestraint T- or L- Reinf. Sl=ab Reinf. Scab Reinforcement \3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. or 2x.4 2 rows 2x6 2-2x4 No more than (1) scab per face IF — Attach with 1001 (0.128'x3.0'.m'in) nails C>6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a r xft r rows 2x6 2-2x400) minimum 80% of web member length. 'xl3 1 row 2x6 1-2x8 P. 2 rows 2x6 2-2x6(No - Sc ar, RFi— T-reinforce )ent. L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. ('lE) Center scab on wide face of web Apply (1) scab to each face of web. / l �IRMIAlFfy! V'� Ij� Zz r.VARMNbes.RL AD MIB IIs l IIV Al I. HIM S IN IHIS DRAVIN61 ' • ..IIPIRIANI..FURNISH THIS WAVING 111 ALL CINIRMI RS IWIMING TIG IHSIAI.IIRS. � O-r648 � I LL F'�F Mf � - . ^ 1-1— —M—e a\trPnP Care In fpbricatinp, handUng, Shipping. Instpll.np and bracing Refer to and - • V p— the IatPSt Pov'r of Bf.t (BraUrng cOS Int Safety incarnation, it TPl and s - per fety *, ; /�r • DL PSF .•n I li /1 114 prat tkes pr roc to performing these functions Installers shall provide temporary bracing per BCSI • - UnlPss noted ptrrerr11. top chord hall h.— properly attached Structural Sheathing and bOit.n Cho • )"F 'I'W� e [�71 BC DL F SMII MVP a properly anrd er rigid sectio Local-113B SPIC, for permanent lateral pl resltoiM of ace w § ATE "" ho SP broc+p+�s tolled per BCSI sections B3. B7 or BIO, as applicable able Apply plates to eatlt face /A • 7 ` 11❑1^\\Vv111 Of trus and position as shorn above and on the _pint Details. uMess noted other rise ; . PSF Refer to droning. 16OA-Z fpr st.nd-d plate p—ti—. •• /� (�/.••1 Alpe,a division of ITT Building Conponents Group Inc shale not be responsible for any deviation fro, �A •�/� Q ` n AN ITWCOMPANY this dra.++g. any (allure to br.ild the truss in conformance rith ANSI/IPI 1, or for handling. shipping. ' ^ •.•�ORO••r `� �I! l.� F'JF in folia tion a brading of trnSSPS �, F •••--•••• G A%eel on this&—.Wq ar cover p.W listing tNs d—ing,Indicates eccept.nre of pe.fesskn l 13723 Riverport Drive engineirrIng responslWity solely for the design shorn. The sultablllty and use of this dr.-Mcg �IjN (O V ,i�� J1.I[ nl Suite 200 far any structwe is the responsibility of the BlAdnq Designer per ANSI/TPI 1 Se[.2. Maryland Heights,MO 63043 'o- nope nfor�at on See this job's general notes pope and these reb s tes ALPINE, r.rolpineitr.con; tPl ..•tpinst.orgy IBCA r•r.sbcmd—try.orq; ICC w feorq Valley Detail - ASCE 7-10: 160 rnph, 30' Mean Height, Enclosed, Exp. C, Kzt-1.00 Top Chard 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous ** Attach each valley to every supporting truss with Lateral Pestraint applied at mid-Length of web is permitted with diagor)W (2) 16d box (0.135' x 3.5') nails toe-nailed for bracing as shown in DRWG BRCLBANC1014. ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation. Building, L.-p. D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Bottori chord may be square or pitched cut Or a, shownBy valley trusses used in lieu of purlin spacing as specified on Volleys short enough -to be cut as solid triangular Engineer's sealed design. members from o single 2x6, or larger as required, hall bp permitted in hell of fabricating from *#w Note that the purlin spacing for bracing the top chord of the tru,{ , ,,pn,-o to r-,4 member s. beneath the valley is measured along the slope of the top chord. 411 plrnter, ;Flown are ITW BCG Wave Plotes. ++ I arger spans may be built as long as the vertical height doe-, not exceed 14'-0'. 2X4 4X4 3X4 - 12 Valley 12 Max. 11 Spacing CX �X4 �-J- - Pitched Cut: ;quare Cut Stubbed Valley Optional Hil. 8-0-0 max Bottom Chord Bot tor-) Chord End Detail Joint De Lo Valley Valle ,�X,I Toe-nailed y 12 o mon 1 u se 12 Max. F_ t 2z , o. 1X3 ll S t 1 X 3 60-0 ��<` # a 4 - 91X3 5X4/SPL (Max pacing! IX3 2X4 9QQG��9 twin, - --- - - -- n T usses Partial Framing is all sisl Supporting trusses at 24' ac r{aximum spacing. Q ••••�� , Plan ww T DRAWING Q�Q --WARNING)-- READ AND FTILLIIV ALL NIl ES ON THIS DR ■ j O C7�'fv / • l( L-i_. ,{Q 30 4OF'..,F F.•LF VALLEY rli ., w•INI'IMTANT•w FURNISH THIS DRAWING T❑ALL CDNTRAC1r1RS INCLUDING THE INSTALLERS. • • ' Trusses rernrrF —t—re are in fabr'rntin , handling, shipping. • ^ 9 9 nn�ng. Instaung and h�n<Ing. Refer to and • _.... -. . v V follow the latest etltlon of BCSI (Buad,ng Component Safety Information, by TPI and SBCA) for safety *. ■ / • ADL- 20 15 7PSF DATE 10/O1/c014 prnCtitec prior to per farming these functions Installers shall provide temporary bracing per SCSI. • ! • Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom Cho • ATE ' BC DL 1� 10 ]l, PSF DRWCI VAL16C11O1l11 Shall have a properly attached rigid Ceiling. Locations shnwn for permanent lateral restraint of webs —� shop hove bracing installed per BCSI sections 03. B7 or BID, as applicable. Apply plates to each face • • - F�� of truov S and position as shown abe and on the Joint Details, unless noted otherwise. i• �• LL 0 0 0 PSF [�[E Refer to drawings 160A--Z for standard plate positions. /� �• ` Moine,o division of 1TV Bonding Compnnents Group Inc shot not be responsible for any deviation from 4/ ©A•'.,/�C OC1`O•.•\� 3►�)T. LD. 60 55 57PSF AN ITW COMPANY ;his dranng,any fniwre to bund the tr�s5 .n roof ormnnre with ANSI/TPI 1, or for handling, shaping, y /�L� •• T� ■• installation 6 bracing f trusses /j C� ••••..•• A seal on this drawing or cover page listing this drawling, Indicates acceptance of professional / ` G englnePring responsbllity sM•ly for the design shown. The sultabalty and use of this eatww•g / JpW�l1U�L `:V DUR.FAC.1.2`./1.33 1.15 1.15 13723 RiveapoA Drive for any atrufture h the responsibility of the BuadVg Designer per ANSI/TPI 1 S-2. ///�f raw. \ G Ma10 Suiryland Heights,MCI 63043 i-n` ^ ` 'nfnr"nrnn = e this job's general mow es page and these web sites: ��6W SPACING ryB ALPINE w nmpireirwr rr l"I Pwwwtpi—forg SBCA w ,hrmUustryorg; ICC; w wkcsnfe.org NAIL " PACING DETAIL MINIMUM SPACING FOR SINGLE BLOCK IS SHOWN. DOUBLE NAIL SPACINGS MINIMUM NAIL SPACING DISTANCE`-' AND STAGGER NAILING FOR TWO BLOCKS, GREATER SPACING MAY BE DISTANCES REQUIRED TO AVOID SPLITTING. NAIL TYPE A B)K CW# D BLCICN LOCATION, SI/E, LENGTH,GRADE AND TOTAL NUMBER AND TYPE ❑F Bd BOX (0.113'X 2.5',MIN) 3/4" 1 3/8" 1 3/4" 7/8" NAIL-- ARE TO BE SPECIFIED ON SEALED DESIGN REFERENCING THIS DETAIL. --- L❑AD PEPPENDICULAR TO GPAIN 10d BOX (0.128'X 3.',MIN) 7/8' 1 5/8' 2" 1" A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS 1201 BOX (0.128'X 3.25',MIN) 7/8' 1 5/8' 2` 1_" OF NAILS (6 NAIL DIAMETERS) 166 BOX (0.135'X 3.5',MIM 7/8' 1 5/8' 2 1/8" 1 1/8" B - SPACING ❑F- NAILS IN A POW (12 NAIL DIAMETEPS) -- -------------- — --- C CND DI-ITANCE (15 NAIL DIAMETEPS) 20d BOX (0.148"X 4.",MIN) 1' 1 7/8" 2 1/4" 1 1 1/8" 8d COMMON (0.131"X 2.5',M]M 7/8" 1 5/8' 2" 1' L❑AD PAPALLEL TO GRAIN 10d COMMON (0.14B'X 3,',MIN) 1' 1 7/8' 2 1/4' 1 1/8' A EDGE DISTANCE (6 NAIL DIAMETERS) -- C - SPACING ❑F NAILS IN A POW AND END DISTANCE (15 NAIL DIAMETERS) 12d COMMON (0.148"X 3.25 MIN) 1' 1 7/8' 2 1/4' 1 1/8' D SPACING BETWEEN STAGGERED ROWS OF NAILS (7 1/2 NAIL DIAMETERS) 1601 COMMON (0.162'X 3.5`,MIN) 1" 2" 2 1/2' 1 1/4' IF NA11_ H❑L F> ARE PREB❑PED, SOME SPACING GUN (0.120'X 2.5',MIN) 3/4' 1 1/2" 1 7/8" 1" MAY BE REDUCED BY IHE AMOUNTS GIVEN - --- GUN (0,131`X 2.5',MIN) 7/8' 1 5/8" 2" 1" BEI-❑W C*)r GUN (0,120'X 3.',MIN) 3/4' 1 1/P" l 7/8" 1" SPACING MAY BE REDUCED BY 50% *# SPACING MAY BE PEDUCED BY 33% GUN (0.131'X 3.',MIN) 7/8' 1 5/8' 2" 1" C/2w* DIRECTION OF LEAD AND NAIL ROWS LDz LlJ J C LINE � NAIL - - LINE A LL C* B+ 1 1 1 1 1 B/2W C +--+ - } A IRpItlt�f C *'� TRUSS r �� MEMBEP ------- — -- -- — -�--� ,` BLOCK LENGTH A D D D 'A' OV oo... w�••• ��/ I_❑AD APPLIED PEPPENDICULAR TO GRAIN [-DAD APPLIED PAPALLEL TO GF ♦�•� s�♦•�• w.WAR14 We. READ AND FOLLOW AL1. MITES W THIS DRAVINGI • , wwIMPIR1AN1 we It1RNISH THIS DRAVIM, TD All CUNIRACIURS INCLUDING THE INSTALLERS. ; O, 8 REF NAIL \ Trusses require extreme care in fabricating, handling, shipping. Installing and bracing Refer to an • practices the latest edition mi BC SI rBuilding Component Safety Information. by TPI and SSBCacro for safety R Z DATE 10/O1/1! practices prior to performing these functions Installers shall provitle temporary bracing per BCSI j 9 _ cc Line— noted otherwise, top chord shall have properly attached structural sheathing and bottom ChD • DRWG LNNAIL.)l i Shall have o properly attached rigid Ceiling Location. Shown for permanent lateral restraint of web f1 .hall hove bracing installed per !CSI sections B3. B7 or BID, as applicable. Apply plates to each face ./� ATE �y II II E� of truss am,,position as shown above and on the Joint Details, unless noted otherwise �V ♦e • ! Refer to drawings 16DA-Z for standard plate positions. 9 ♦ ♦♦ �: Alpine,a divislon of ITV Bullding Components Group Inc. shop not be responsible for any deviation fro-ry O�♦�•+'�O�\O�♦� AN ITWCOMPANT this drawing, any faaure to b.ld the truss in conformance with ANSI/TPI 1, or for handling, shipping, �� 4 •♦ \ #♦♦ ` installation 6 bracing of trusses " k •�N M�♦�R _` A seal on this d-awkg or cover page Listing this drawing,Indicates acceptance of professbal v;V/0 CN 13723 Riverport Drive engineering responsibility solely for the design shown. The suitability nd se of this drawing //j N Suite 200 for any structure: the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. PI an Maryland Heights,MO 63043 for more information see this Jobs general notes page and these web saes ALINE wwwalpineitw.coh. TPI: www.tpinst.org, SBCA- ***.so industry.org; ICC- w w.iccsafe.org Piggyhr-),ck Detoil - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere in roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Note: Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail is not applicable if rap supports additional loads such as cupola, steeple, chimney or drag strut loads. w• Refer to Fngineer's sealed truss design drawing for piggyback and base truss specifications. IJ a i l A : Pur I in pacing - 24" o,c, o r T e s s Piggyback cap truss slant nailed to all top chord 12 purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 M3 grade scab Up to 12 Cl side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4' ?' 4' Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord u3 grade 2x4 scab may be replaced urlin Spacing = with either of the following: (1) 3X8 Trulox 24' o.c max plate attached with (8> 0.120'x1375' nails, (4) into cap TC g (4) into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1.375' nails. Note: Nailing thru holes of —Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate is acceptable. ends and at 24' Max o.c spacing in between. Da l P P A r l i n 7 p G n g > 24' o,e, . addition, provide onner_tion F' I, I \ r- with one of the fallowing mothods- Piggyback cap truss slant nalled to all top chord purlin Trulox. bracing with (2) 16d box. nails (0.135'x3.5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 p3 grade scab (1 side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of 10d box, nails (0.128'x3') at 4' o.c. members. Attach to each face @ 8' o.c. with (4) 0.120'x1.375' nails into cap bottom chord and (4) Attach purlin bracing to the flat top chord in base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box nails (0.135'x3.5'), staggered 4' o.c. front to back faces. Up to 12 APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing ggussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) in cap bottom chord and (4) in base truss top chord. Gussets 4' 2. 4' may be staggered 4' o.c. front to back faces 2x4 Vertical Scabs 2x4 SPF t12, full chord depth scabs (each Fare). Attach @ 8' o.c with (6) IOd box nails (0.128',.3') per scab, (3) in cap bottom chord and (3) in base truss top chord, Scabs may be staggered \ � — 4' o.c. front to back faces Pucka ' PucSpace f4 28PB Wave Piggyback Plate 24' a 'h'i� One 28PB wave piggyback plate to each face Full ��Jw�► {��'�///... 7h @a8' o.c. Attach teeth to piggyback at time of --Top Chord Srab (Typical Each End) Chord Fiat top chord purlin re :•. • •:�f fabrication Attach to supporiing truss with both ends, purlin spacirl �•♦ / (4) 0.120'r.1.375' nails per face per ply. Depth •• S�♦♦ Note If purlins Piggyback plates may be staggered 4' o.c front. ns or sheathing are not specified on the flat tap of the base s ♦ to back fares truss, purlins must be installed at 24' o.c, Max. and use Detail A, • - -- - - ..WARNINGI.. RrAD AND rnInW AIL NOTES ON THIS DRAWINCI0_ V • PEE PIGGYBACK ..IWM7AN1..FURNISH THIS DRAWING In ALL CaITRACT�2S INCLUDING THE INSTALLERS. • • _ Trussec require extreme care in fabricating, handling, shipping, Installing and bracing Refer to an tl • • p,'t the lete•t edition or BCSI (.f'ig Component Safety Information, . TPI and .,BCA) For safety j *' • *' DATE 10/(11/14 / V prat'ti'e. prior tri performing these f.mctions. Instollers shall provide tenpprmy bracing per BCSI • � Unites anted otherwise, trip chord shall have properly attached structural sheathing and bottom char : �, ATE ' DRWG PB160101014 small have . properly attached rigid reeling, Locations shown for permanent lateral restraint of webs 1I r-7 shell have bracing installed per ALSI sections B3, B7 or 810, as applicable. Apply plot- to each face • • A Uff II E, truss and position es 5hoen above and on the Joint Details, unless noted otherwise `�\�1v1 Refer to drawl 16DA-Z for standard plate positions. ♦ ,� Alpine, o tlWicion of ITW Auiltling Components Group Inc. shall not be responsible for any deviotion from Ij 6A1 %. ` •• �� AN 1TW COMPANY this drawing,an fnii,re to bund the truss in ronformnnre with ANS]/TPI 1, or for handlin shi1111 • O�` • ♦ �� 9. Y 9. PPin9. ••.• •ww•♦ instanation 6 brocing of trusses �i� • A reel on thK drawMg or cover page IlstNg this drawMg.Mdkates octeptence of professlonnl / 13723 Riverport Drive engineerhg responsblllty solely for the design shown The suitability and use of this dr—log, /I/ff p Suite 200 for any structure Is the respanslbility of the Building Designer per ANSI/TPI 1 Sec.2. more informn .m s e this job', emeral noes tpage and these ..1bes sit Maryland Heighle,M063043 ^ t,Air!VFw—alpineitwcomi TPI Pwww.tpint,orp SBCA : www.sbcntlustry.orgo ICC wwwiccsaf.org ( n Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Eiposure C, Kzt - 1.00 Or 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Fxposure C, Kzt - 1.00 Or: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 _ Ort 100 mph wind speed, 30' Mean Height, Partially Enclosed. Exposure D. Kzt = 1.00 2,.4 Brace (1) 1x4 'L' Bracer (ll 2x4 'L' Brace w (2) 2x4 'L' Brace ■■ (ll 2x6 'L' Brace • (2) 2x6 'L' Brace • Brnc n e:._Fs and LrQ PS Gable Vertical No -- - S �L'F F= ;pacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group Group A Group B Group A I s!1 6 1]' 7 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13 4' 4• 0• 14, 0• S r ce- ne Fir _ _> `-` t -_-.-___ __.._ -__ _. __. _.._— N1 /uN2 PStondnrd -4211e T Studd S F M3 3' 10 6 2' F 7' 8' 1• 8' 5' 9' 8' 10' 0' 12' 8 /' 14' 0' _ - -- lI - U) Li __ _ N3 Stud N3 .,t nndnrd Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9, S. 10' 0' 12' 8' - 3' " n' 14' 0' H - ' I -- - Q Standard 3' 10' 5' 3' 5' 7• 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' + 14' 0' 14' 0' Dou las Fir-Larch Southern Pinewws #1 _ �' ?_' 7 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 1- '�' V 14' 0' N3 _ __ 03 � \P Mc 4' 1' 6 11' 7' 2' B' P. 8' 6' 9' 9• 10' 2• 12' ]0' 13' 4' 0' 14' 0' tundnra standard n tt3 4. 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' `I' '.4' 0• �' 0' -"" ()J I.IPI- Stud 4' 0' 5' 7' 5' 11' 7' 5' T 11' 9' 8• 10' 1' -T17-7' —12, :' /' 0' 4' J' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 111 0' i• 4' Group B', r r 111 / N2 4' 8' 7' 11' 8' 3' 9' 4• 9' 9' 11' 2' 11' 7' 14' 0 14' 0' 4' 4' Hein-Fir__ -> S f f Q3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7• 11' 0' 11' 6' 14' 0' 14' /' 4' NI & Btr _Stud 4 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' ;4' 4' 4' 0' _ -__ _ _ _ Nl standard 4' S' 6' S' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 4 /' 4' 0' - Douglas Fir--Larch Southern Prewww. >tl 4' 10'_ 8' 0' 8' 4' 9 6' 9' 10' 11' 3' 11' 9' 14 0' 14 0' /' 4' 0' `P q2 vee i ]1' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14T 0' tf3 4' T 6' 10' 7' 3• 9' 1' 9' 8' 11' 1' 11' 6' 14 0' 14' l" Ix4 Braces shall he _RR (Stress Rated Board r-+ Dr I Stud a' 7' 6' ]0' 7' 3' 9' 1' 9. 8' 11' 1' 11' 6' 14. 0' 14. 0' 14' �' _ '4' r I� -For )x4 So Pine use only Inciustr,nl 55 or Standard 4' 5' 6' 0• 6' 5' 8' 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' industrial 45 Stress-Rated Boards Group u 5' 2' 8' 9' 9. 1' 10' 4' 10' 9' 1]' 2' 12' 9' 14' 0' 14' values may by used with these rales. C5 S F _a3 4. 10' 8' 7' 8' 11' 10. 2' 10' 7' 12. 2' 12' 8• 14' 0' 14' 0' 14' D•_ '4' Gable Truss De tui) Notes: iJ �11 __Stud 4' IV 8' 7' e' 11• -- --10' 2' ]0' r 12' 2' -12' 8'- -14'-0' - '4 .: '.4' 0• :4' wind Load deflection c-tenon -s L/240 O1 Standard 4' 10' 7' 5' 7' 11' 91 11' 10' 7' 1 12' 2' 12' 8' 14' 0' 14' - 14 101 4 Provide uplift connections For 100 nli over X !1] 5' 4' 8' 10' 9' 2' 10' S' 10' 10' 12' S' 12' I]' 14' 0• 14' 0' 14' 0' 4' .: continuous bearing c5 psf TC Dead Load) `.-j \P lt2 5' 2' 8. 9' 9' 1' 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' j 14' 0' 14' D' 4' Gable end supports load from 4' 0' outtookers #3 5' 0' tl' 7'fll 8' 4• 10' 31 ]0' 8' 12' 2' 12' 8' ]4' 0' 14' 0' 14' 0' 4' with 2' 0• overhang, or 12' plywood everhnng — - - - �� stud s•o• . e• a• 10' 3• lo• e• 12• 2• 12'e• 14• o• la• o• ]4'o• 0' Standard 4' 10' 7• 4' 9' 3• 9' 10' 12' 2' 12' 1 14' 0' 14' 0' 14' 0• :4' 0' Syn, 1111 Attach 'L' braces with IOd (0128'x30' -1 nnH= -- - About '1E for (1) 'L' brace space nails at 2' oc Gable truss + / in 18' end zones and 4' or by twppn zones /e Diagonal brace may by T in 18' end zones and 6' o.c.)K)KFor (2) 'L' braces! space nails at 3' oc ypr ti(41 length option- between zones - doubled when diagonal / ]8' W 'L-' bracing musi by a nlninum of 80% of web brace .S used Corner 0 member length goal brace for 5254 'L' --- -- ------ ---- ---each end Max web Brace Gable Vertical Plate 1i7Ps !nt length is 14'. / )KW Vertical Len th - No_S lice - p / 2x6 DF-L 112 or Less than 4' 0' 2X4 better diagonal Greater than 4' 0', but Vey-tkal length shown brace; single r less than 11' 6' 3%4 table above. I or double cut 8' Greater than 11' 6' 4X4 (as shown) at L + Refer to common truss design for upper end. -- peak. splice, and heet Dlates -AW ontinuo, !!fl[ �j P.efer to the Building Designer for condit-, Gonnect diagonal at V not addressed by this detail midpoint of vertical web Refer to chart above or x gnYt e v rti le th. YYWARNING1Y READ AND fdLOW ALL NOTES Ili THIS DRAWINGI • �� ASCE7-I�-GAB14��(. -I1PIRTANTww fI1msH THIS DRAWING In ALL CONTRACTORS INCLUDING THE INSTALLERS. O. - -_- --.- - Trusse. r,rn... e•trP�P carp it tabid,sting, handling, shipping,installing and bracing. Refer to and • ^ fnnaw the Intpct PN�tinn of BCSI tBuilNing Component Safety all provide i, TPI ay SBCA) lar solely *' DATE 10101 114 prnC tKn p-IOr to PPrfprning thPSP fpnC tions In St nllPrS Shall provide LPnpOrary bracing Per BC$1. : _...... ...... ... lMlpss anted nt he"", top chord ,hall have properly attached structure) sheathing and bottom cho • • n shot[ ha— a Properly attached rigid ceiling Locatons Shown for 0--neat lateral restraint of webs �� ATE •i DRWG A14030ENC10101 �II dill Ir^ shall ha VP bracing instnued per BCSI sections B3, B7 or B10, as applicable. Apply Plates to each face I L1�1P�11\\ I1�� Of 7r" and pOSi2iOn n5 ShOwn abOVp and On the Joint DPiai15,Onlp55 nOtPd Ot hP�`Y{SP, 4 ♦ .� , J l ILIrJ Ilfl \�1�I L Refer to drawings 16OA-7 for standard plate positions ♦♦ Aloin,, a division of ITW Buildln Conponents Group Inc shalt not be re pon%,ble for an devlotlon iron Il ♦• • R`Q`•• �� AN ITW COMPANY this draYing, any failure to build the t—, in rOnf OrnOnrP Y,th ANSI/TPI 1, or for handling, shipping, 1 OA ♦�� O\ ♦♦ X D 1 L c "tallatiOn 6 bracing f It �I�^� A•w�N�.•*a♦__N``�` A"• �� `L' `� �"� A sent on this drawling or cover page listing this dra.Ing,Indrates acceptance of professionaloA � \' 13723 Riverport Drive enghw, Ing-ponsilbRlty solely for the design shown The s,At.bRity and lisp of this W-Ing, Suite 200 for any strut torp is the respcwreRNllty of the B141dng Designer Per ANSI/TPI 1 S-2. VY Maryland Heights,MO 63043 For n re ,nfornnfon Sep this ,lob's genPral notes page and these web sites. IM' MAX. Sen. ALPINF w walpineltw.c ri; TPI' eww.tti—i rg; SBCA' www.SbCindOstry.Orgi ICC' www,kcs.fp,Org Gale Detail For Let-In Verticals Gable Truss Plate Sizes About + Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. +ORefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web. Gable + 2* Vertical Example: �`- Ltypth 2X8 'T' Reinforcement Attachment Detail -- -- --- - - --- 'T' Reinforcing 'T' Peinforcing Member Member ->�- + Toenail - 0, - End-noir / + + To convert from 'L' 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 loci Common (0.148'x 3.',tnin) 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, Rigid Sheathinq Toenailed Nails: specie, and grade of the 'L' reinforcing member. - - ---_ loci Common (0.148'x3',min) Toenails at 4' o.c. plus 4 Nails (4) toenails in the top and bottom chords. eb Length Increase w/ "T" Brace 'T' Reinf T' .T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load, 2x4 30 7. Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Synced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENCI01014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENCI01014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENG101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOID14 11 Maximum 'T' Reinforced Gable Vertical Length S11515ENC100815, S12015ENC100815, S14015ENCI00815, S16015ENC100815, 1.30 x B' 7' = 11' 2' S18015ENC100815, S20015ENC100815, S20015END100815, S200 S11530ENC100815, S12030ENC100815, S1403CENC100815, 1 %Qj, 4 Nails S18030ENC100815, S20030ENC100815, S20030END10081 ♦♦♦♦ ♦es - Ceiling See appropriate Alpine gable detail for maximum unr ♦�L1q •y[� , w•WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • O� k L F LEI -IN VERT wwIPIPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • h Ila shipping. installing R and • trusses require extreme core In filling amp and g, ppng, matio l ng and banding Refer sa * DATE 10101114 Follow the latest etlitlon of BCSI (Building Component Safety Information, by TPI and SBCA) for safety *' � / � • v V Practices prior to performing these functions. Installers shall provide temporary bracing per BCSI • • -. rnr� r .. Unless noted otherwise, top chord shall have proper) attached structural sheathingand bottom chor • DRWG l_11J�-_�_ [. T1N1014 shall have a properly attached rigid celling. Locations shown for permanent loterol restraint of webs ATE �• shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face • JLI III=�IILILa�J 7 i�\ i i of truss and position shown above and on the Joint Details, unless noted otherwise. % ILII \V�JI Refer to drawings 160A-Z-Z For standard plate positions. ♦• ♦ AN ITW COMPANY Alpine'a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 6�� ♦♦�4 OR\'Q this drawing, any failure,to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, !j •••N��•�• C�� AX. TGT, LD, 60 PSF installation 4 bracing of trusses. A seat on this drawing or cover page listing this drawing,Indicates acceptance of professional t 13723 Riverport Drive enneering responsibility solely for the design shown. The suitability and use of this drawing yI /ONAI� DUR. FAC, ANY Suite 200 Fgior any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Maryland Heights.MO 63043 For are information see this ob's eneral notes page and these web sites: 'IIIYN�*V r B g i t MAX. SPACING 24.0" ALPINE: www.nlpineltw.c om; TPI: www.tpinst.orgl SBCA�� www.sb[Industry.orgi ICC. w w.i[[safe.org