Loading...
710 SAILFISH DR - TRUSSES (ADDITION) II IP a H — 51' ! • ! -I 478 -! 94" • ■i■i■■i■i■Ii ■■i■iii a • Iu10j[ I1 • 1111• N 0 4 IpiIiih II i I!i 1 1 ,I►= — 4 All ! I I 1 ‘111111111111111111.1.111111.11111111172 0a mil T III . m iN o A9 r^' Me lip. , , 0 Alk A8 AMEMIIIIIII All 0 iL I14 °: 111111111111.111111111.111111111111111111=11.9 41 . 9 wlI_vII11IIIIIIIIIU \MI, MI/ i I cei !■®� . L . , , i ! ill! ! ! ! ! � � " I---4' I 4T H • Cust: See Job Info Riverside Roof Truss.Inc. 0 D rn p Job:2788.0 SQUARE FEET � mm E' 07 Addr:710 SAILFISH DRIVE EAST r z c ,, Date:06-08-2017 i 904 tuvIiy stmt,{ O .. ) I'aintkn.Pt.32178 .. ) Alpine, an ITW Company p►S FLF��Ijiry /�y 2400 Lake Orange Drive Suite 1.50 Orlando FL 32837 ````G� Florida Engineering Certificate of Authorization Number:0 278 Ove••''' • •'••••,e// Florida Certificate of Product Approval/I FL1999 Q •'\)'" '•• Page 1 of 1 Document ID:1 W 11917-Z0 1 09082 1 5 8 I • ��p 1 :• 0. :t.648 i / Truss Fabricator: Ri versi de Roof Truss, Inc. * : * • z. Job Identification: 16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANi C BAC • Truss Count: 39 'yl/1 l f i Q Model Code: Fl ori da Building Code 5th Edi ti on (2014) s Q' •'�� Truss Criteria: TPI-2007(STD) ��'��i©�C�•'��OR�Q.''•\\\ r�'?� Engineering software: Al pine Software,Version 16.02. gy'�10i S''/ONAt�N6 f a Structural Engineer of Record: The identity of the structural EOR di d not exi st as of ry lt— Address: the seal date per section 61G15-31.003(5a) of the FAC This document has been electronically signed Minimum Design Loafs: Roof - 40.0 PSF a 1.25 Duration and sealed using a Digital Signature.Printed copies without an original signature must be FI oor - N/A verified using the original electronic version. Wind - 130 MPH ASCE 7-10 -Closed Notes: 06/09/2017 1. Determination as to the suitability of these truss components for the Douglas Fleming structure i s the responsi bi I i ty of the bui I di ng designer/engi neer 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 drawi ng. Orlando FL,32837 3. As shown on attached drawings; the drawing number is preceded by: HCUSR917 Detai Is: DEFLCAMB-BRCLBSUB-14015EC1-GBLLETIN-VAL16010- 1_# Ref Description Drawing# Date I # Ref Des " .tion D awl 4# Dat- 1 20532--A1 17160043 06/09/17 34 20565--V2 17160008 06/09/17 2 20533--A2 17160014 06/09/17 35 20566--V3 17160009 06/09/17 3 20534--A3 17160015 06/09/17 36 20567--V4 17160010 06/09/17 4 20535--A4 17160016 06/09/17 37 20568--V5 17160011 06/09/17 5 20536--A5 17160017 06/09/17 38 20569--V6 17160012 06/09/17 6 20537--A6 17160018 06/09/17 39 20570--V7 17160013 06/09/17 7 20538--A7 17160019 06/09/17 8 20539--A8 17160020 06/09/17 9 20540--A9 17160021 06/09/17 10 20541--A10 17160022 06/09/17 11 20542--A11 17160023 06/09/17 12 20543--B1 17160024 06/09/17 13 20544--B2 17160025 06/09/17 14 20545-43 17160026 06/09/17 15 20546--C1 17160027 06/09/17 Lou Pontigo & Associates, Inc. 16 20547--C2 17160028 06/09/17 Consulting Structural Engineers 17 20548--C3 17160029 06/09/17 18 20549--C4 17160030 06/09/17 NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED 19 20550--05 17160031 06/09/17 0 REJECTED - SEE REMARKS 0 REVISE & RESUBMIT 20 20551--C6 17160032 06/09/17 Review Is for the limited purpose of checking for conformance 21 20552--01 17160033 06/09/17 wtth the design concept and the Information expressed in the 22 20553--D2 17160034 06/09/17 contract documents. No approval is implied for the accuracy or 23 20554--D3 17160044 06/09/17 completeness of details, quantifies, dimensions, weights of 24 20555--E1 17160035 06/09/17 gauges, fabrication processes, construction means or methods, 25 20556--E2 17160036 06/09/17 coordination of the work with other trades or construction safety 26 20557--E3 17160037 06/09/17 precautions, all of which are the sole responsibility of the 27 20558--J1 17160038 06/09/17 Contractor. The Contractor is responsible for dimensions to be 28 20559--J2 17160039 06/09/17 confirmed and correkrted at the site. Review of a specific item 29 20560--J3 17160040 06/09/17 shall not Include a review of the entire assembly of which the 30 20561--J3A 17160006 06/09/17 item Is a component. Review of re-submission will cover only 31 20562--J4 17160041 06/09/17 designated changes on the submittal and other changes ckBarty 32 20563--CJ1 17160042 06/09/17 identified by the Contractor. 33 20564--V1 17160007 06/09/17 ` j 4171 By: i�,.-` 1 Date: `I \--1 1 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. Y (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - Al) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED 1 2 2 Top chord 2x6 SP M-26 :T3 2x4 SP M-30: Nail Schedul e:O.131"x3", min. nails Bot chord 2x6 SP M-26 Top Chord: 1 Row 012.00" o.c. Webs 2x4 SP #3 :W2 2x4 SP M-30: :W8 2x4 SP #2: Bot Chord: 1 Row 012.00" 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 Special loads in each row to avoid splitting. (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- From 62 p f at 0.00 to 62 pl f at 16.00 within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, TC- From 62 p f at 16.00 to 62 pl f at 29.69 wind BC DL=3.0 psf. GCpi(+/-)=0.18 TC- From 62 p f at 29.69 to 62 pl f at 38.69 BC- From 20 p f at 0.00 to 20 pl f at 10.00 Wind loads and reacti ons based on MWFRS. BC- From 20 p fat 10.00 to 20 plf at 26.00 BC- From 20 p f at 26.00 to 20 pi f at 36.69 Max JT VERT DEFL: LL: 0.40" DL: 0.61". See detail DEFLCAMB1014 for TC- 191.48 Ib Conc. Load at 0.75, 2.75, 4.75, 6.75 camber recommendatl ons. Provide for adequate drainage of roof. 8.75,10.75,12.75,13.63,15.63,17.63,19.63,21.63,23.63 25.63,27.63 Bottom chord checked for 10.00 psf non-concurrent live load. TC- 95.74 I b Conc. Load at 29.63 TC- 341.36 Ib Conc. Load at 29.66 Deflection meets L/360 live and L/240 total load. Creep increase BC- 126.55 I b Conc. Load at 0.75, 2.75, 4.75, 6.75 factor for dead I oad i s 1.50. 8.75,10.75,12.75,13.63,15.63,17.63,19.63,21.63,23.63 25.63,27.63 Calculated vertical deflection Is 0.40" due to live load and 0.61" due BC- 480.78 Ib Conc. Load at 29.66 to dead load at X = 14-10-2. Left end verti cal not exposed to wi nd pressure. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X5 .m- 5X1 0 5X10 = 4X10 = 2X4 III 3X4 - 7X6 T , OD _, 5 3-3-1 YV2 _i_. - is 8-0-0 3X8 iii 4X10 = 8X14 -_ - 3X8 -=-- H0508 = 2X4 iii H0508 = 4X10(A8RT) Iz-o_I I- 29-8-4 _L 7-0-0 -J H 36-8-4 Over 2 Supports H gamiR=4588 U=906 • Ay` FIZZ�,�R=4223 U=894 W=5.5" RL=40/-107 400.0••,•,• •••• %/, Desi gn Cri t: FBC2014Res/TPI -2007(STD) a • PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/0(0) 16.12.0.it 03 4. 1 T : /-/2/-/-/R/- Scale =. 1875"/Ft. "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING' ; ` Q' r�a TC LL 20.0 PSF ••IIF'ORTANT•• FURNISH THIS DRAWING TD ALL C 1DRs INCLUDING THE INSTALLERS. i • _REF R917-- 20532 Trusses require extreme care I n fabricatl handl i .hipoi ng. I nstel I I ng and bracing. Refer to and�I•��L� W the latest edition of SCSI <SulIding Component Safety Information. by TPI and RICA) for safety practices A'I T • , * DL 1 0.0 PSF DATE 06/09/17 to performing these functl ons. Installers shall pray!de temporary bracing per SCSI. Unless noted otherela • top chord shall have proper!y attached structural Sheath'nig and tattoo chord shall have a proper!y etsecw^A� f ,. rigid col l Ing. Locatl ons shown for permanent Iateral rest raint of webs shall have bract ng Installed per SSS„ea . ATE • :�� ' DL 10.0 PSF _DRW HCUSR917 17160043 sect'ons 83, By or 810, as appl Icable. Apply plates to each face of truss and peel tl on as shown above and sn- I • 4. ! I the Joint Details, unless noted o,Zerwl se. Refer to drawl ngs 1aOA-1 for standard plate post lions. �y a. ,4 L�'�N I Alpine, a tlivislon of 1,•Sunning Components Group Inc. shall not be responsible ran any deviation from t W, �•s�e♦♦�'L 0R�pPi'� `� LL PSF HC-ENG JB/DF AN ITW COMPANY drawI l l I Co on&ng, any abraci ng 01'trusses.truss I n conformance el til ANSI/TPI 1, oro for handl I ng, sill pp]ng. (,...1%,...4110 a�j / +`„�-S. trite.' • `• r'seal on thUR drawly for the r'wlge III lStil The wlawl s.tY use of acceptance drawl of rg for any structure Is the .1%,.0NAL ri Ar OT. LD. 40.0 PSF SEON- 310455 A d"1 on tills eel el y Sr thea peg'1 shown. ng ThI d*1 tel ng, I nal and use oft tsndr wl pr forsa'ynsI structure rent ng NAL �.A� 2400 Lake Orange On.,suite 150 reopens'bl I l ty of the Still dl ng Deal goer per ANSI/TPI 1 Sec.2. u-..6_ OUR. FAC. 1.25 Orlando,FL 32837 For more I nfarmati on see this Job's general notes page and these web Si tes: "--.41111811N416/..-- / lP" SPACI NG 24.0" JREF- 1W11 917 Z01 FL COA 6WWI mm 0278 ALPI NE'. wal pi tel tw.coTPI. www tel nst.erg- RICA: www.stool homm ustry coICC- www.I ccsafeDORlgla s Fleming Lic Number:66648 - 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ,% (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A2) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RI SK CAT II, EXP C, wind TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.25" DL: 0.39". See detail DEFLCAMB1014 for Left end vertical not exposed to wind pressure. camber recommendations. Provide for adequate drainage of roof. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X6 = 4X10 = 3X6 = 2X4 iii 3X4 = 6X8 ft Ta ::......... ..........„...,,,....23.45,...„.„.....„„„„„ 3X44-1-15 ulw ff q, as 8-0-0 \-\ or, 3X6 in 4X10 - 3X6 = 3X8 = • 3X4 --mH03082X4 iii 4X5(A2T) J 3X4 = I, 27-8-4 _I, 9-0-0 ,I 36-8-4 Over 2 Supports >1 R=1492 U=358 kg 4/�� ,�yR=1631 U=380 W=5.5" RL=44/-131 o0��•.{. N.../f�I`+1, Design Cri t: FBC2014Resp//TPI -2007(STD) 4 {,� S�•+••'•((//{ �L PLT TYP. 20 Gauge HS,Wave FT/RT=20/D(O%)/0(0) 142.0,1:1 Owt 03,4. 1 �}QQT,+,t1 /-/2/-/-/R/- Scale =. 1875"/Ft. •`WARN!NG!"" READ AND FOLLOW ALL NOTES ON THIS DRAWI NGI • 'I O. r 1 e • T LL 20. 0 PSF REF R917-- 20533 `•IMPORTANT•• MANI SH THIS DRAM NG TO ALL CONTRACTORS INCLUM NG THE I NSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and I�yL • ' y, • the latest Sidon of SCSI (dol ding Component Safety Information, by TPI and wrcq for safety practices rid[' i 7+< II DL 1 0. 0 PSF DATE 06/09/17 to performl,g these functions. InstalIers shall provide temporary bracing per SCSI. Unless noted tithe a • ��TT n top chord shat I have properl y attached structural sheathing and bottom chord shall have a properly attach/SJ { DL 10.0 PSF DRW HCUSR917 17160014 rigid col ling. Locations shown for permanent lateral restraint of webs shal I have bracing Installed per BBOS1..rt { ATE 0 .• ,4 �� J sectioin Be. B7 or B10, as appl a cabl e. Apply plates to each face of truss and posi tl on as shown above antl .-''LL • O I ' the.lea nt Details. unl ess noted i ng Col se. Refer to drawl nos 160A-2 for standard pl ate post ti ons. {{♦ P{.. Y� LL 0.0 PSF HC-ENG JB/DF I Alpine, a tll vl sl on of Ibu Building Components Group Inc. shall not be responsible for any deviation from t w� .. `O e `,/�V drawl ng, any fel I urn to build the truss I n conformance with ANSI/TPI 1. or for handl I ng, shipping. �w, ♦. O.w { `� AN(NV COMPANY Install atlon a bracing of trusses. / C� •w.Ns.s.•{{ �` ' TOT. LD. 40.0 PSF SEAN- 310421 A seal on this drawl ng r cover papa II sting tills drawl ng. I ndl cath acceptance of profess!anal anal naari ng 6T respond hi I I ty Sol el y for the de51 on shown. The sul tabl I I ty and use of'this drawl no for any structure I s the /y/4.,yy S/pNp�E� DU R. FAC. 1. 25 2400 Luke Orange Df..Suite ISD respond bill ty of the Building Designer per ANSI/TPI 1 sec.2. Orlando.FL 32837 For more i nfbrmati on see this fob•s general notes page and these web Si te5: --../0811/1111100SPACING 24.Q'n J REF- 1 W1 1917 Z01 FL COA60278 ALPI NE. waw.al pi nei taw.can: TPI www.tpi n5t.org: WTCA: www.sbcl',dustry.can: I CC: sew.1 ccsere1oR2glas Fleming Lie Number:66648 — 06/09/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. : (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A3) Val ue Set: 13B (Effective 6/1/2013) 130 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not I ocated wi thi n 9.00 ft from roof edge, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind Ioads and reactions based on MINFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web Left end vertical not exposed to wind pressure. member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non-concurrent live I oad. Defl ecti on meets L/360 live and L/240 total I oad. Creep i ncrease factor for dead Ioad is 1.50. Top Chord overhang(s) may be field trimmed. MFRS loads based on trusses located at least 7.50 ft. from roof edge. 6X8 = 3X4 = 3X6 = 2X4 III 6X8 17.14Nssiiissli : , T �� (a) 3X4 — 5 3-2-15 - 1 l T l 'a' m n 1 ❑ Se 8-0-0 I 3X6 = 3X6 m H0308 E 3X4 - 2X4 iii 3X6(R) In 3X8 = H0308 - 4X5(A2T) 3X6 iii I� —,—. —:—, -11-1 36-8-4 Over 2 Supports ={ R=1492 U=351 W=3.5" ('�` piJ` F(11�41�Io'rrrrrR=1631 U=381 W=5.5" RL=80/ 112 QOZ.0••••# ..*:•:4, Desi gn Cri t: FBC2014Res/TPI -2007(STD) a V' • PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/0(0) 16/)2.0e1 03 4. 1 _ 641501-,-.0 /-/2/-/-/R/- Scale =. 1875"/Ft. ••INPORTANrii- w�NFURNISH THISO AND FOLLOW DRAM NG TO ALLL NOTES ON CONTRACTORS THIS IIIG ITHE INSTALLERS. 0 • ;I'. i T LL 20.0 PSF REF R917-- 20534 Trusses require extreme care in fabricating, handl Ing. shipping. Installing and bracing. Refer to and til : / 1 the I atest edition of SCSI (BuiIdino Component Safety Information. by TPI and PTCA) for safety practices^r*Pa * * : ' ' DL 1 0.0 PSF DATE 06/09/17 to performing these functions. Install ars shall provl de temporary bracing per BCSI. Unless noted other vtse . top chord shall have properly attached structural sheath)ng and bottom chord shell have a properly attachgd . •e v rigid cell l ng. Locations shown for permanent lateral restraint of webs shall have bracing Instal lad per ass it. ATE I i DL 10.0 PSF DRW HCUSR917 17160015 esti ons Bl. 87 or RIO. as apps I cab)e. Apply plates to each face of truss and posi tl on as shown above an N. l rvoi se. o i A�LJ1O N tpl pi nonta dl vl Cl on of ITS Build di rg Componentsf Group Inc i shal l eneetZho rospo�b a foreany devi I ati on from tri /� P OQ'a." � LL 0.0 PSF —HC—ENG JB/DF AN inn/COMPANY II drawl ng, II atl n 8abraci ng f"trusses.truss I n conformance wl th ANSI/TPI 1, or for handl ino. shl poi ng. y''��•r*...0 R`a.e �401T0T. LD. 40.0 PSF SEON- 310423 A seal on thl s drawl ng or cover page I I stl ng thl s drawl ng, I nail cotes acceptance of profsssl mal amp howl ng �i S ,)/�/ reaponsl bill ty col el y for the des)gn Mown. The$ul tebl I I ty and um of thl a drawl eg for any structure I a the 'hr V mill ",,,17,"?.� DUR. FAC. 1.25 2400 Lake Orange Dr..Suite I$U respmsl bill ty of the Bull dl ng Deal gear per ANSI/TPI 1 Sac.2. r.4k/l l Orlando.EL 32837 for more Information see this Job•s general notes page and these web Sl tes: > � � SPACI NG 24.0" JREF- 1W11 917 ZD1 FL COA AO 278 ALPI NE: www.al pi nal te.can: TPI'. was tpl nst.org: WTCH: www.sbcl ndustry.com: ICC: ww.I cesafnDouglas Fleming Lic Number:66648 - 06/09/2017 1 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS 8. DI MENSI ONS) SUBMITTED BY TRUSS MFR. Y (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A4) Val ue Set: 13B (Effective 6/1/2013) 130 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, not I ocated wi thi n 9.00 ft from roof edge, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total Ioad. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead Ioad is 1.50. MINERS loads based on trusses located at least 15.00 ft. from roof edge. 7X6 as 3X4 = 2X4 III 7X6 5 am r II a C- 3X4 5 3-2-15 _L C fi IJA _ Lu - _ 4 -0-0 3X4 = 3X8 = 3X4 a 2X4 iii 4X5(A2T) I�-0I I_ 6-0-4 J 17-8-0 J. 13-0-0 J 36-8-4 Over 2 Supports >1 UWrerr R=1492 U=198 �, eS F/ck���4i =1631 U=207 W=5.5" RL=100/-132 03•.... .•.f••..•"?!,/L Note: Al I PI ates Are 3X6 Except As Shown. 4z$ •'t� as4.• Desi gn Cri t: FBC2014Res/TPI -2007(STD) ' PLT TYP. Wave FT/RT=204'x(0%)/0(0) 16.t2. 0f 03 1 TY. - Scal a =. 1875 /Ft. • '•WARNING!•• READANDFOLLOWALLNOTESONTHIS DRAWING! O. •(•D4� T\/ /2/ / /R/ LL 20.0 PSF ••!"PORTANT•• FURNISH THI S DRA•ING 10 ALL CONTRACTORS INCLUOING THE INSTALLERS. REF R917-- 20535 Trusses regul re extreme care I n fabri catl ng, handl l ng, .hl ppl ng, I nstal I 1 ng and braci ng. Refer to and f I • the I atest edl 01 on of SCSI (Sul I di ng Component Safety I nformti on, by TPI and RICA) for safety practices I* • * ' L 10.0 PSF DATE 06/09/17 1• to parforml ng these functl ons. Installers shall prowl W temporary bract M per SCSI. Unless noted otherwl��ae — top chord shall have properly attached structural sheathing and bottom chord shalI have a properl y attach i ATE • C�( DL 10.0 PSF DRW HCUSR917 17160016 rigid cal I I ng. Locate ons shown for permanent Iateral restral nt of webs shall have bract ng Installed per B 00 • . I theta ons of nt8Details. B10esssappl noted l cabl e.I se.pl Refertto trawlch face forss st and nddrdsi flan as p1 etc posshhdwnsabove and j• • A� IF1N e" o� P� es,��a QP.••` LL 0.0 PSF HC-ENG JB/DF I AI pl ne a dl vl sl on of I1r Bul 1 dl rg Components Group Inc. shall not be respond bl a for any devl ate on iron th ° ♦ ©l�, ♦• `S drawl ng. any fel I failure to build the truss i n conformance wi th ANSI/TPI 1. or for handl Ing, she ppl ng, III �l ••. ..• \\ AN ITW COMPANY Instal lateen a bracing of trusses. o,,C' ••••-••• 'SOT. LD. 40.0 PSF SEAN- 310428 A meal on thl le Orion no or cover pogo I I et!ng the s drawl og, I nal rotes acceptance of profess!oral enpl naer1 nog �lj�p' rwponal IN I I ty sol el y for the Wal gn shown. The Sul tab!I I ty and use of the s drawl ng for any atruetura I s the -rya/S�'���0� (yAi.E�,� OUR. FAC. 1.25 2400 Lake Orange Dr..Suitt 150 respowl el I I ty of the But!dl ng Owl peer per ANSI/TPI 1 Sec.z. -'�(r/j� _ _ Orlando.FL 32837 For more Inforimation see this Jobs general notes page and these web sited: SPACI NG 24. 0" JREF- 1W1 1917 201 FL C'OA p0 w 278 ALPI NE: www al pl nel te.cod. TPI: awe.tpl net.erg: RICA: www.sbd m:ndustry.caICC: woe.1 cesafaD 1gla s Fleming Lic Number:66648 — 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A5) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thin 9.00 ft from roof edge, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web Left end vertical not exposed to wind pressure. member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 15.00 ft. • from roof edge. 3X6 .. 5X6 = 2X4 ill 6X8 5 3X4 1— 3X6 \gr. 2X4 iii .. T —, 5 3-2-15 (a) • i_ i w ..' V WI- 0 8-0-0 3X6(R) iii 3X4 = 3X8 = 3X4 - 2X4 iii 4X5(A2T) 3X6 = H0308 .- 8-0-4 8-0-4 _I_ 13-8-0 ,1. 15-0-0 -J 1 36-8-4 Over 2 Supports snaiauu R=1492 U=169 tt��l.J'`� FC4 t%.,J=1631 U=202 W=5.5" RL=121/-152 0\7 ���//���� S Desi gn Cri t: FBC2014Res/TPI -2007(STD) 4 ' PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%/0(0)- 47 0 15-0-0 -'O1 t� A1TY. _ /-/2/-/-/R/- Scale =. 1875"/Ft. •'WARNI NG!•• READ AND FOLLOW ALL NOTES ON THIS DIMING! w ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. a • i, TC LL 20.0 PSF REF R917-- 205 36 _ Trusses regul re extreme care In fabricate rig, handling. .hl pp ng. I nsta111 ng and bracing. Refer to and f=I ; L 10.0 PSF DATE 06/09/17 the latest edition of SCSI (Bui I di ng Component Safety I nformati on, by TPI and■TCA) for safety practices Oki e I�,, to perforel rig those fumed ons. Installers shall prowl de temporary brae)ng per SCSI. Unless toted dtharwl� top chord shall have properly attached structural sheath)ng and bottom chord shell have a properly attac A l .... rigid call Ing. Local ons shown for permanent lateral restraint of webs shall have orad ng Installed per „p e ATE / ; ae DL 10.0 PSF DRW HCUSR917 17160017 A�I O 011 I I , thetJointBDetails, anlass810. sappl antedlotherwiso plRefertto drawln sh fiaw-i farsstanda,rrd pi iste posas itioonnsabwe and 6h� ee. P — ILII / ' \VI I Alpine. a dlvlaot of ITS Caliding Components Group Inc. shell not be respdnsime fpr any deviation from Ih'Sw� t%A '��C O,`©" .' _y LL 0.0 PSF HC-ENG JB/DF drawl ng. any fail are to build the truss I n conformance with ANSI/TPI 1. or for handl i ng. shi ppi ng, /( s `_ . AN ITW COMPANY I nstal l ail on&brace ng of trusses. 4i ,Aawee..ew*' Aeesearliaon laI ty drawl r or eev.he r.epage lhang thin=drwl ng,ty and cotes a.':ept;ne��hprofess!onny al engineer.ng» '���`�'�ONAL t�� rl'OT. LD. 40.0 PSF SEON- 310430 2400 Lake Orange Dr..Suite 150 respensl bell ty of the Bun dl ng Designer per ANSI/TPI 1 See.2. ffWj{ufr �(er OUR. FAC. 1.25 Orlando.FL 32837 For more I nformati on see this J ob.s general notes page and these web Si Les, 4114118141,811110 FLCOA A278 ALPINE: www.al pi nei Or,com; TPI'. waw.tpl nst,erg, Nwaw TCA: ram*she! corn: ICC: ewe Fleming Lic Number:66648 SPACING 24. 0" JREF- 1W1I 917_Z01 06/09/2017 7 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A6) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thin 9.00 ft from roof edge, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web Left end vertical not exposed to wind pressure. member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails c 6" oc. Bottom chord checked for 10.00 psf non-concurrent live Ioad. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 1.50. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X6 - 2X4 Ill 5X6 5 le 3X4 r a 3X4 ft 3X6 ft 3X6 (a) (a) T \*2.X. 5 3-2-15 - --- 4 /y - e. — = e. - ra 8-0-0 3X6 III 3X6 m 3X4 - 3X8 ra 3X4 = 3X6 3X6 = 3X4 - 4X5(A2T) •-•-, •-:-. -i-s 36-8-4 Over 2 Supports Owataing44/ R=1492 U=143 ct�►S F[a�'a�� 1631 U=193 W=5.5" RL=141/-172 OO�•••••• • •*•**•f/�/ Desi gn Cri t: FBC2014Res/TPI -2007(STD) f . ••v SO.•• PLT TYP. Wave FT/RT=20%(0°/G)/0(0) 16.j2.01 3 1 ;(• -• ,�TY• 1'. F -/2/-/-/R/- 0, Scale =. 1875"/Ft. ”WARM NG!'" READ AND FOLLD•ALL NOTES ON THIS DRAM _ a . • REF R917-- 2053 7 Trusses require 1PORTAextremNT.• URNISllTHIS CRAM handl TO ALL hlppl InSta111Gingle E THE brINSTALLERS. NS ARefer mto and fo .sem ' '* =T 20.0 PSF latest evil ti on of SCSI (Bui I di ng Component Safety I nrormatl on. by TPI anal.TCA) for safety practices plgr • f TC )1_1- the 1 0.0 PSF DATE 06/09/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted Otherwl sQ 0 tap chard shall have properly attached structural sheath)ng end bottom chord shall have a proper) attachedATE rl gl d cel I i ng. Locatl ons shown for permanent I ateral restral nt of webs shall have braci ng I nstal I ed per BCS�i,''/��1 a e'' 1 L 10.0 PSF DRW HCUSR917 17160018 El sections 83. 87 or 810, as appl Icable. Apply plates to each face of truss and post ti on as shown above and o / e AI' PO I the Joint Basal Is. unless noted otherwise. Refer to drawings 16OA-z for standard Plate positions. °A^e'.Pt OR`O`Off• LL 0.0 PSF HC-ENG JB/DF II I \v' I Alpine, a dlvi slop of ITV Building Components Group Inc. shall not be responsible for any deviation frnO th h ////" �a . ae drawl ng, any nal l pre to build the truss i n conformance»I th ANSI/TPI 1. or for Handling. shi phi sq. s �,i ... ... \ r SEQN- 310432 AN ITW COMPANY installation a brad eq of tresses. yy t� / ♦♦�, G ''TOT. LD. 40.0 PSF A seal on thl a drawl ng or cover pegs I I stl ng thl s drawl Ig, I ndl cotes acceptance of professl oral engl pearl ng �/, �/Q NA1- I.,r� 1 respond bill ty sol el y for the desi gn shown. The sul teal 11 ty and use of this drawl ng for any structure I s the //44 '` ,,,e 7400 Lake Orange Dr..Suite 150 respond bl 1 I ty of the Bal 1 dl ng peel goer per ANSI/TPI , sac.z. 4,8811 1W11Htt0 ' DU R. FAC. 1.25 - Orlando.11 32837 For more 1 nforeati on see this I ob•s general notes page and these web si tea: SPACI NG 24. 0" J REF- 1 W1 1917— Z01 FL COA tiwww. 0278 ALPI NE: mar al pi net tw.can. TPI: »e.tpi nst.ore: PTCA: wsbci ndustry.con: ICC: www.I ccsafeDp1gla3 Fleming Lic Number:66648 6b70972 7 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. i (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A7) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RI SK CAT II, EXP C, wind TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web Left end vertical not exposed to wind pressure. member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4 5X6 = 5X6 5 r = I 3X6 3X4 3X6 (a) (a) 1pp.. 2X4 (a) 5 T 3-2-15 _ TT-I " *ma rn a: $ 8-0-0 3X6 III 3X6 - 3X6 = 3X8 - 3X6 3X4 - 3X4 = 4X5(A2T) I 12-0-4 I 5-8-0 I 19-0-0 I H36-8-4 Over 2 Supports 11144 R=1492 U=115 • �7 Ft�c ``� ,}!a,i 1631 U=178 W=5.5" O RL=161/-192 41.:\) .••'' ` •�'•♦�:If4 Design Cri t: FBC2014Resp�/TPI -2007(STD) 4PLT TYP. Wave FT/RT=20/O(O%)/0(0) 16. .Of 3 1 c(. A TY 1'. F -/2/-/-/R/- Scale =. 1875"/Ft. *°WARNI Nc!•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • 'IU, L 20. 0 PSF REF R917-- 20538 ••I'PORTANT" FURNI 5N TNI S DRAWING TO ALL CONTRACTORS I NCUAI NG THE INSTALLERS. • 7C .1: Trusses regal re extreme care In fabri call ng. handl l ng. .hipping, I nstal I I ng and bract ng. Refer to and fo w ' TCL 10.0 PSF DATE 06/09/17 • the latest edition of BCSI ans. !ding Component Safety Information, by TPI and WTCAI for safety practices lp • to performi ngshe these Tante ans. Instal l ors shall prowl de temporary bract ng per SCSI. Unless noted atherwi ;♦ ATE 1 ://��,,,,,, — top chord shat I have properly attached structural sheath!ng and bottom chord shall have a properly attached .0 HCUSR917 1716001 9 rigid cal IIng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC e L 10.0 PSF DRW ,4 11 []N sections 83, 87 or 810. as app!!cable. Apply plates to each face of truss and post tl on as shown above and o I,, w I , the Joint Details, unless nutetl otherwise. Refer to drawl ngs 1600.-Z for standard plate positions. + �) �%, •♦�Z.0RtiQt.:'.. ..\,.. •♦ �, LL 0.0 PSF HC-ENG JB/DF I Al wl ng, a yi fi sl ur of 1 bu l di I hl ng usspI nacos Group Inc. shall not b1 rorpfori hl a for any i ppi ng,on from th s 4 •♦ ♦• drawl ng, any fel l are to but I tl the truss I n conformance wi th ANSI/TPI 1, or for handl i ng, shi ppl ng. '/0 ee♦•sit e..* • AN ITW CO M PANY install atl on&braei ng of trusses. 40 S.;..0 �t+�aNA`� � OT. LD. 40. 0 PSF SEAN- 310441 A!awl on tht s drawl ng or cover pep I 1 stl ng thl s dread no, I ndl cotes tence of professl onBI anal ie..ii rp _,p ....spans!bl I I ty sol el y for the deal gn shown. The suI tab!I 1 ty and use oft I a drawl no for any structure I s t 1P DU R. FAC. 1. 25 2400 Lake Orange Dr.,Suite 150 responsi bl l 1 ty of the Bul I dl ng Designer per ANSI/WI 1 Sec.2. tint anni Orlando.FL 32837 For more I nfcrmatl on see this Job's general notes page and these web sites: SPACI NG 24. 0" JREF- 1W11 917 Z01 FL COA frd 278 ALPINE: ewe.al pi nel tw.cm: TPI. www.tpi nst.orgy *ICAawn,sbci ndustry.coo: ICC: www.I ccsafeDougla Fleming Lie Number:66648 — 06/09/1017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A8) Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -368# MAX. (See below) from a non-wind load case requi res uplift connection. Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 wi thin 13.00 ft from roof edge, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web design. member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead Ioad is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 6X8 5X6 3X4 3X6 3X4 3X6 3X4 .. ..� 3X6 5 (al-' (a) 5 (a) (a) III III ,:x6 8-0-0 3X8(61) - 2X4 III H0308 - 3X8 = H0308 = 5X6 -=- 3X6(A1) 3X4 - 3X4 = 3X6 = 3X4 III l— 38-4-0 >1< 5-4-0 I_ 21-0-0 J1 8:9, 21-0-0 -J k43-8-0 Over 3 Supports nRatdeng,y R=1526 U=124 W=8" ,,``et OFtt- i�9bq R=-368 Rw=36 U=185 RL=222/-222 ISSVo •W W ••••••4 O \I Se*•• Design Crit: FBC2014Res/TPI -2007(STD) a e / PLT TYP. 20 Gauge HS,Wave FT/RT=20°/D(0%)/0(0) 16. 2.0 '. 3 1 -t TY 1•. F -/2/-/-/R/-O. Scale =. 1875"/Ft. ••WARNI NG!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! s � ••I NPORTANP•• FURNI®N TRIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y, 1 :T, _L 20.0 PSF REF R917-- 205 39 Trusses require extreme care In fabriCaring. handling, shipping, InotalIIng and bracing. Refer to and rotmi1[ * TC L 10.0 PSF DATE 06/09/1 7 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices p r W n to performing these functl ons. Installers shat I provl do temporary bracing per SCSI. Unless noted otherwl W top gl Ehcell I 1 ng.I Locati ronsashown foorhppeeraanstructural e al arreestral and bottom chord shave bract nghave a pl natal I edperBCs4'Q •♦ ATE :a�,DL 10.0 PSF DRW HCUSR91 7 17160020 Ail PIN.: ectl ons 63, BT or 810, as appl I cabl e. Apply pl ares to each face of truss and post ti on as shown above and or a) . ////���� P • A I' the Jol nt Details. unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate positions �' DA•'. (OO�� .•••� L L 0.0 PSF HC-ENG JB/DF Al pi ne. a di vi sl on of ITA Sul 1 dl ng Components Group 1 nc. shat I not be responsi awl a for any devi ati on from th sit., ,4\ . R drawl ng, any fol I ure to but I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shi ppi ng, I, C 'sW♦W.W..• ` r AN ITW COMPANY i nstal I ati on a bracl ng of trusses. a"K 'y�` ss�©NAL f�� . TOT. LD. 40.0 PSF SEAN- 310445 A seal on thl a drawl ng Sr cover page 1 I stl ng bbl s drawl ng, I ndl cotes acceptance of profrssl dost *nal neer) ,f -- — respoesl PI I 1 ty sol el y for the deal gn Sheen. The Sul tall I I ty and use f t I s dr.!Ig for any structure I stM yrs'I p-� DU R. FAC. 1.25 2400 Lake Change DL.Suite 150 respond awl I 1 ty of the But I dl ng Dell goer per ANSI rtPl 1 sec.2. autinf i{unol — OrIaLndCOAL 32837 ALPINE• wwwoalpinellIvo ComaoPI settpinstborgeRaCAl:newe.sbclndustrytcow.we :sl veto Iecsara SPACI NG 24.0" JREF- 1W11 917_Z01 FLco.Aanns g' IDnT.lglaa Fleming Lic Number:66648 06/09/20 17 a. THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS 8 DI MENSI ONS) SUBMI TTED BY TRUSS MFR. 4 (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A9) Val ue Set: 13B (Effective 6/1/2013) Negative reacti on(s) of -409# MAX. (See bel ow) from a non-wind load *** case requires uplift connection. Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=3.0 psf. GCpi (+/-)=0.18 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Truss passed check for 20 psf additional bottom chord live load in Bottom chord checked for 10.00 psf non-concurrent live load. areas wi th 42"-high x 24"-wide Cl earance. Deflection meets L/360 live and L/240 total load. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead Ioad is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4 5X6 - 3X6 3X6 3X4zsz 3X8 2X4 \\\ 5 looriiiK '''141111111\4%%%%."•...r.,, 5 rql\ - - 48-0-0 3X4 = H0308 = 3X4 = H0308 = 3 ' o� 3X8(B1T) 3X6 - 3X6 = 3X6(A1) ta4c 38-4-0 >< 5-4-0 I_ 21-10-0 ...._1— 21-10-0 J l 43-8-0 Over 3 Supports H Hntinsupq *** R=-409 Rw=52 U=168 R=1842 U=139 W=8" {,`�, AS F/r, 454 U=161 W=8" RL=246/-257 OO��,.•• '•,.•�i��,+p4. Design Cri t: FBC2014Res/TPI -2007(STD) 4 •,� $�•••. PLT TYP. 20 Gauge HS,Wave FT/RT=20%D(0%)/O(0) 16,2.011 03 40.."%,(._648QT r /-/2/-/-/R/- Scale =. 125"/Ft. •WARNI NG!*• READ AMO FOLLOW ALL MOTES ON THIS DRMI MGI • •pYV ••I•PORTANT•• FURNISH THIS DRAIN NG TO ALL CONTRACTORS I THE INSTALLERS. a T LL 20.0 PSF REF R917-- 20540 Trusses requl re extreme care I n fabri cat,ng, handl l ng. she ppl eq. I nstal I l ng and bracing. Refer to and ILiN. R * y. the latest edition of SCSI (euilding Component Safety I nformati on. by TPI and ITCA) for safety praot,ces rill( / �F DL 10.0 PSF DATE 06/09/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted oche S • 411116 top chord shal I have properly attached structural sheath'ng end bottom chord shall have a properly a1,7. • gr DL 10.0 PSF DRW HCUSR917 17160021 r, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brad ng installed per�{S t• ATE * •• A II PON I , the`Joint Det ils.r unlosssnotedpl lotherwlse. Refepl r`to to each ngsribOA-Z forst dadawate post shown and3„��••. ie. •; LL 0.0 PSF HC-ENG JB/DF I Al pi ne, a division of I TM Elul I di ng Components Group I nc. shall not be responsi bin for any deviation from tM1�( 1� f ,O .�• drawl ng, any allure to build the truss in conformance wi Th ANSI/TPI ,, or for handling. she ppi ng, ,�F +.••i 4R ,.• �` OT. LD. 40.0 PSF SEQN- 310438 AN ITW COMPANY installation a brace ng of trusses. 7 ry ..,�,., A seal se. Refer to drawl y fong r the des scover page I how. The sue MI ng thl s tab`ipl I ty and use acceptance s"ddrawl ng foorr any stri structure s'�M �,�R,?SI�NA�•�� DUR. FAC. 1.25 2400 Laky Orange Dr..$UIIC I$D responsi bill ty of the Sul!di ng Desi gnmr per ANSI/TPI 1 Sec.2. �� Orlando.FL 32837 For more I nforeati on see this job•s general notes page and these web sl tab: � ,� FLC0A 01278 ALPINE'. wont.al pinelte.coal. TPI: wee tpinst.org: NTCA: www.sbciedustry.cow: ICC: awe i ecsareDouglas Fleming Lie Number:66648 SPACI NG 24.0" JREF- 1W1I 917_ZO1 06/09/2017 1 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ti (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - A10) Value Set: 13B (Effective 6/1/2013) „** Negative reaction(s) of -409# MAX. (See below) from a non-wind load case requi res uplift connecti on. Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 wi thin 13.00 ft from roof edge, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Lumber value set "138” uses design values approved 1/30/2013 by ALSC Wi nd loads and reacti ons based on MWFRS wi th additional C&C member (a) Continuous lateral restraint equally spaced on member. design. Truss passed check for 20 psf additional bottom chord Iive load in Bottom chord checked for 10.00 psf non-concurrent live load. areas wi th 42"-hi gh x 24"-wi de cl earance. Deflection meets L/360 live and L/240 total load. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead load is 1.50. MWFRS Ioads based on trusses located at least 15.00 ft. from roof edge. 3X4 ot 5X6 - 3X6 in 3X6 3X4 3X8 2X4> i1 / 5 _8-0-0 3X4 = H0308 = 3X4 = H0308 = 3 ' 3X8(B1T) = 3X6 = 3X6 = 3X6(A1T) 38-4-0 - l' 5-4-0>ob - I-it - s-s 1 43-8-0 Over 3 Supports *** R=85/-409 Rw=148 U=166 W=3" it R=1842 U=138 W=8" l51747f% 47f RL=273/-273 � 4 rek\ • Design Cri t: FBC2014Res/TPI -2007(STD) 7 0..) 64".• • PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/0(0) 16p2.011 03 4. 1 ♦ QT i+7 /-/2/-/-/R/- Scale =. 125"/Ft. "•WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! . O, .fel $ L ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T LL 20. 0 PSF REF R917—— 20541 • Trusses r.qui re extreme care I n fabricating, handling, shi pp ng. installing and bracing. Refer to and l • • AI the latest WItIon of SCSI (Building Component Safety I nformati on, by TPI and WTCA) for safety practices i 1 * I DL 10.0 PSF DATE 06/09/17 il to performing these functions. InstallersInstal shall prowl de temporary bracing per SCSI. unless noted othern e . Al chord shall have properly attached structural sheath)ng end bottom chord steal I have a properly attac • rigid tolling. L«atl ons shorn for permanent lateral restraint of.obs shall have bred ng Installed per it, ATE �n C63117 DL 10.0 PSF DRW HCUSR917 17160022 sections 83, BT or 810. as applicable. Apply plates to each face of truss and poll tl on as shoran above and a�t • the Joint betel ls. unless notal otherei se. Refer to arae) 160A-2 for standard late itions. n ol�N I rigs p positions O Q. .• �� LL 0.0 PSF HC-ENG JB/DF �=1 lI L� I Al pi ne. a divisionvi of 1 buildany the truss 1 n conformance el th ANSI/TPI 1, or for hdWl I ng, shi ppl ng. L� .� l�R • AN ITM/COMPANY lnstallail one braving of trusses. / •••-•-••.•• TOT. LD. 40.0 PSF SEQN- 310443 . A seal on th1 s.rwl np or cover pap.1=7 g th1 s areal Ig, I mol utas accaptanw of pfmf sol oRal slot n•.fl rip / responsi b1 I I ty solely for the deal pn Th.501 tail I 1 ty and use of thl s dra.l rip fpr arty atrllctw I s M //# �/(j-w Akw N OUR. FAC. 1.25 responsi blllty of the Bull ding Designer per AN51/TPI 1 Sec.2. /( 2400 Lake Orange Dr..Suite I50 � t4t71pM{{ill{ Orlando,FL 32837 For more inform,ati on see tills jobs general notes page and these web sites: SPACI NG 24.011 JREF— 1W1I 917_201 FL COA AO 278 ALPINE. eal pi net tw.coo; TPI; res.tpl nst.erg; WTCA: ewe sbcl ndustry.coICC: wee.I ccsafeDougla3 Fleming Lic Number:66648 06/09/20I7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - Al1) Val ue Set: 13B (Effective 6/1/2013) Negative reacti on(s) of -391# MAX. (See bel ow) from a non-wind load case requi res uplift connection. Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Webs 2x4 SP #3 within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wi nd BC DL=3.0 psf. GCpi (+/-)=0. 18 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web design. member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad is 1.50. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 6X8 5X6 3X6: 1r X6 3X6 5 r �:r 711 IIP1- TT _ +8-0-0 2X4 iii H0308 = 3X8 a 3X6 - 3X8 4X5(A2T) = 5X6 3X6(Al T) gel b< 38-4-0 >< 5-4-0>- I, 21-0-0 Sly 21-0-0 -J 1.c 43-8-0 Over 3 Supports i R=92/-391 Rw=136 U=197 W=3" R=1660 U=142 W=8" - /101S1 4 ,'ryRL=264/-264 f�I�Note: Al I PI ates Are 3X4 Except As Shown. czr •.. �S....;v tt Design Cri t: FBC2014Res/TPI -2007(STD) 4 • PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%D)/0(0) 16402.9, .03, 4. 1 QT .1 Scale = 125 /Ft. •WARM NG!•• READ AND FOLLOW ALL NOTES ON THI S DRAM NGI i lOe .848 •••IMPORTANT•• FURNISO THIS ORABING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T\L/_/2/_/_/R/_ LL 20.0 PSF _REF R917-- 20542 Trusses requi re extreme care in fabri cat'ng. handling. so poi ng, instal I I ng and bract g. Refer to and 11,11* a i '* D L 10.0 PSF DATE 06/09/17 the l finest edition of BCSI (Building Component Safety Information. by TPI and ITCA) for safety precti cess to performing these functions. Installers shall provide temporary brat'ng per SCSI. Unless noted oche r . : _ top chord shall have properly attached structural sheathing and bottom Chord shalI have a properly attact�d O DL 1 0.0 PSF DRW rl pi d 001 I 1 ng. Locatl ons shown for permanent I eteral restraint of webs shall have bracing 1 nstal I ed per a; ATE �� HCUSR917 17160023 T. actions 83. BT or 810, as appl I cabl e. Apply plates to each face of truss and post ti on as shown above a pert j, An 1 01[]f. ' I , the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions a. �) „i?...- LL 0.0 PSF HC-ENG JB/DF I' l ' `SII I Al pl ne, a division of ITR Dui I di ng Components Group Inc. shall not be responsible for any devl ail on from tnniis'll a f , . \f ti drawl ng, any fa!l are to build the truss I n conformance with ANSI/TPI 1, or for handl I ng. shl ppl ng, . AN eea a-O�' a. AN ITW COMPANY Installation&bracing of trusses. v., eaw..el..... �� ''..at LD. 40.0 PSF SEAN- 310448 A Beal on thl a drawl ng or aver peg.Ti stl ng this drawl rq. I mill oat..acceptance of profess!anal Sllgl R.erl ng ,St, -/`�' 2A00 Lake Orange Dr..Suite ISO respponsi GI I I ty of the Bul 1 d1 the Des!goer per ANNSI/TPI t1 Sec. lc.2 and use of Ir 1l s drawl ng for any structure 1 s the Ojh,',V for �°NAl.ti ,� OUR. FAC. 1.25 Orlando.FL 32837 For more Information see this Jobs general notes page and these web sites: WNhilei iOpktl SPACI NG 24.0” JREF- 1W11 917 Z01 FL COA# ma 0278 ALPI NE: www.al pi nel tw.coTPI www.tel nst.org: NTCA: was shot ndustry.coma I CC: ewe.'ccsafeD0ilgla3 Fleming Lic Number:66648 — 06/09/2017 . THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - B1) • Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RI SK CAT II, EXP C, wi nd TC DL=5.0 psf, wind BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Stack Chord SC1 2x4 SP M-3O: :Stack Chord SC2 2x4 SP M-30: desi gn. Lumber value set "13B" uses design val ues approved 1/30/2013 by ALSC Truss desi gned to support 2-0-0 top chord outl ookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and chord must not be cut or notched, unless specified otherwise. other requi rements. Stacked top chord must NOT be notched or cut in area (NNL). Attach I n Iieu of structural panel s use purlins to brace TC @ 24" oc. stacked top chord (SC) to dropped top chord i n notchabl e area usi ng 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord Bottom chord checked for 10.00 psf-non-concurrent live load. • interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead Ioad is 1.50. Top Chord overhang(s) may be field trimmed. 4X5 PHIl 5 1- 3X4 , ' . —15 3X6(C5T) = 3X4 . 3X6(C5T) G SC 1 .. C IllSC2 2X4(C5T) ffi 3X4 m 2X4(C5T) l< 2-0-0> 1<2-0-0>I F 4-0-0(NNL) J L. 4-0-0(NNL) 24-8-0 or7 131-11-QJ_ 7-8-10 _I, 7-8-10 _1_1-11-9.r7-�is i20-8-0 Over Conti nuous Support R=182 PLF U=39 PLF W=20-8-0 • �+ r • RL=12/-12 PLF �7 Rao'. Note: Al I PI ates Are 2X4 Except As Shown. ��.c E• �S`•.� Design Cri t: FBC2014Res/TPI -2007(STD) a •`�l�'! Fes`• PLT TYP. Wave FT/RT=20%(O%)/0(0) 16432. 4 .03 /4. 1 QT .1 L/-/2/-/-/R/- Scale =. 3125"/Ft. '•WARNING!'• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 71i C!. ;4.648 T��• LL 20 ' - REF R917-- 20543 ••I 1IPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .0 PSF Trusses requi re extreme care i n fabri cat ng, handling, sill ppi ng, I nstal I i ng and braci no. Refer to and i I . 7* _ * - DL DL 10.0 PSF • DATE 06/09/17 the latest edition of SCSI (Bull di ng Component Safety I nformati on, by TPI and 5TCA) for safety practices cell,- ` n to performing these functl ons. Installers shall prowl de temporary breel ng per SCSI. Unless noted other — top chord shall have properly attached structural sheathing and bottom Chard shall have a properly attacil[d p : rl gid eel l l ng. Locations shown for permanent lateral restraint of webs shat have bran ng Installed pert • �, q�"E ! . DL 10.0 PSF DRW HCUSR917 17160024 .4��� sections 83, S7 or 010, as applicable. Apply plates to each face of truss and rdposlpl on as shown above a 1013,,.....,ro , tAl RIS nta Civl slonuofeITS Building Crwl se.oaponentsfeGroup dirne)shad l tatZba restpoml bio foresty dev1 iation from /w P/<e , LL 0.0 PSF HC-ENG JB/DF 1 drawl ng, any fall are to bull d the truss In conformance al th ANSI/TPI 1. or for handl I ng. shl ppi ng, a . AN ITW COMPANY InstalIatlon a brae)ng of trusses, y.,�(t` •..;OR,e•' c "TOT. LD. 40.0 PSF SEQN- 310469 A seal on th1 a drawl no or cover page 11st!no this drawl no, I nal etas attep t.nea of professl anal .ngl nasrl ng //� — r.sponsi bl I I ty sol el y far the design shown. The sal tabl I I ty and use of th1 s drafting for any structure Is the ,�(�����,..kc. OUR. FAC. 1. 25 responsl bill ty of the Elull dl ng Designer per ANSI/TPI 1 Sec.2. 2400 Lake Orange Dr_Suite ISO t _ Orlando.EL 32837 For more Information see this)ob.s general notes page and these web sl hes. u SPACING 24. 0" JREF- 1W1 1917 ZO1 FL COA AO 27ft ALPINE. www.al pi nal tw,come TPI: www.tpl not org' WTCA: www.sbcl ndustry.come ICC: www.I CcaafeDaUgla s Fleming Lic Number:66648 — 06/09/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16610—:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL — 82) • Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, wi nd BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent Iive I oad. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. 4X5 F. 2X42X4 # �• 4� —1 5 5 i — II — En_ s# 8-0-0 3X4 - 3X4 = 3X4 3X4(A1 T) = 3X4(A1) LE 2-0-0›.1 I— 10-4-0 _I— 10-4-0 -J r' 20-8-0 Over 2 Supports niNIntoot,r� R=974 U=228 W=3" At,' FIZZ*Z* R=844 U=187 W=3" RL=112/-120 Q4y�'0.A.Q,•.....4 Desi gn Cri t: FBC2014Res/TPI -2007(STD) a PLT TYP. Wave FT/RT=20%(0%)/0(0) 16.12.Of 03 . 11 * +TY. • /-/2/-/-/R/- Scale =. 3125"/Ft. **WARNING!•• READ AND FOLLOg ALL NOTES ON THIS ORM NG! , f * e - a ••1 NPORTANT•• FURNI SN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALLERS.T `_`�� • TC LL 20.0 PSF REF R917-- 20544 the rl atestusses redl ti onegui re eofreCSI eme c(Bul!di ngbComponent Safety cati ng. handl 1 eI nforlmati n, by TRtal I Ind WTCA)g and r for nsafetg. y practl cesr to and f IfT` .• J L 10. 0 PSF DATE 06/09/17 to'performing these functions. Installers shall provide temporary bracingaper SCSI. Unless noted otherwl / - top chord shall have properly attached structural sheethl ng and bottom chord shall have a properly attar A rl gid cell lrq. or 01 ons shown for permanent lateral rest rel or webs Shan neve bred ng Installed e nodb y,K' W. ATE I iv DL 10.0 PSF DRW HCUSR917 17160025 i idioms 83, B]or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and . /q�' I the Jol nt Dotal l s, unl ess noted otherwi se. Refer to drawl ngs 160A-Z for standard pl ate poli ti ons. �' ♦ //4�," i ��N I ; Alpine, a divlsin of ITN Building Components Group Inc. shah not be responsible for any deviation from thrSj OAS,..a. 0�V01-11,� LL 0.0 PSF HC-ENG JB/DF drawl ng, any fel I ure to but 1 d the truss I n conformance wi th ANSI/TPI t, or for handl I ng, shi poi ng, 'I /'tr a♦ *'A AN ITW COMPANY Installation a bracing of trusses. • C' e0**es*... OT. LD. 40.0 PSF SEAN- 310471 A seal on this drawl ng or cover page 1 I stl no this drawl ng, I ndl sates acceptance of profwsi onsl engl neer) f! --- responsl DI I I ty sol el y for the desi gn shown. The 8011E18111 ty and use of this drawing for any structure Is the r�arlf �f L,(N��., t�� responsi bill ty of the Bui I di ng Designer per ANSI/UPI 1 Sec.Z. /riy DUR. FAC. 1. 25 2400 Lake Orange Dr.,Suite 150 kHyp 990n.— _ Orlando.FL 32837 For more Information see this 7 ob•s general notes page and these web Si tea: SPAC I NG 24.0" J REF- 1 W1 1 917 Z01 FL COA 80218 ALP!NE: *waw.al pi nel Sc.can: TPI www.tpi nst.erg: •TCA; www.sbci ndustry.corn; ICC: www.I ccIDlA sD afe ]ula 3 Fleming Lic Number:66648 - 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ♦ (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - B3) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thin 9.00 ft from roof edge, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wi nd I oads and reacti ons based on MIWFRS wi th additional C&C member desi gn. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 1.50. Top Chord overhang(s) may be fi el d tri mmed. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X5 km el 2X4a� 11." 2X4 �i �� / —1 5 5 ma W ea „„„,„Arr # T -0-0 3X4 = T 3X4(A1 T) -- 3X4 = 3X4 = 3X4(A1) 2-0-0 -1 10-4-0 _I� 10-4-0 J 20-8-0 Over 2 Supports ifirtmunquR=973 U=228 W=3" , eU=187 W=8RL=112/-120 , SFLE4h1/ .R=845J0.""6" . 4 Desi gn Cri t: FBC2014Res/TPI —2007(STD) 41, ��•V S�••'('+ PLT TYP. Wave FT/RT=20%D(0%D)/0(0) 16.412.O$ 03 . 1 P. .QTY.14 /-/2/-/-/R/- Scale =. 3125"/Ft. ••WARNI NG!•• READ APD FOLLOW ALL NOTES ON THIS DRAWING! :- w TSS REF R917-- 20545 ••INPORTD!T•• FURNISH THIS CRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e • • • T(` LL 20.0 PSF Trusses regui re extreme care In fabricatl ng. handl l ng. 551 ppl ng. I venal I l ng and bracing. Refer to and f I •TI�:1l`r+'' the latest etlition of SCSI (Sulitling Component Safety I nformati on, by TPI and WTCA) for safety practice= I L 10. 0 PSF DATE 06/09/1 7 to perforwl ng these functions. I nstal I ars shall provide temporary brad ng per SCSI. Unless noted otherwl� top`herd shall have properly attached structural sheathing and bottom chord shall have a properly attar : ATE I :ce DL 10.0 PSF DRW HCUSR917 17160026 J rigid calling. Locations shown for permanent lateral restraint of webs shall have bract ng Installed per / I theni ens Jai ntSDetal Is. unl assented otherwl se. Referes to drawingseach race of l6OA-Z fors and standardplate posli ti on as st�nnsabove and p. • A� LEN I Al Pi ne a di ci SI anuof I T•Bull di ng components croup Ina shall not esponsi bin for any tlavi atl on from ths'Sj� {/�m.. 4.O^`O'.��• , LL O.0 PSF HC-ENG JB/DF drawing, any failure to build the truss i n conformance with ANSI/TPI 1. or for handl 1 ng, chipping, .rv, aa �( • ��il" AN ITW COMPANY I notal I at on a tracing of trusses. '�, C� wae+••ew" • c' TOT. LD. 40.0 PSF SEQN- 310473 A seal on thl s drawl ng or cavo papa 12::,"°. I sti ng this drwwl sq. i MI cafes aooeptsroa of profesal Mal engl Owers nR ��fl� / responsl bi I I ty sol el y for the deal i g shown. The Tui tool l I ty antl use of MIs tlrawl Ig for aM structure i s tM �f/ S A VV .,t�VVV��• 1 raspansl bill ty of the But I di ng Designer per ANSI/TPI I Sec.Z. f�/ff( ��" -� {�•" DUR. FAC. 1. 25 400 Lake Orange FL Suite 150N/l {u{pN Orlando. 32837 for more I nformatl on see thl s Job's general notes page and these wen sl tee-. FL COA#0278 ALPI NE: e .al pi nal tw.com: TPI-. www(pi nst.erg' WTCA: www.side]ndustry.cow It www I ccsefeJgla5 Fleming Lic Number:66648 SPACING 24.0" J REF- 1W11917_ZO1 w 06/09/2017 a THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - C1) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thin 9.00 ft from roof edge, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wi nd I oads and reactions based on MWFRS wi th additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead Ioad is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X6 = 2X4 iii 3X4 i 4 3X4 0 5-4-1 5 0 • m mis4_5-0-0 i 2X4 iv 3X4 .= 3X4 Me 3X8 N 3X6 III T 3X4(Al T) LE 2-0-0>•1 I, 12-0-0 ...I— 8-8-0 -J 20-8-0 Over 2 Supports >1 1114/ , R=979 U=117 W=3" sups at/����i�, R=839 U=174 W=8" RL=111/-41 SOV-�••••*7_444.�/ate/ ,ly, Desi gn Cri t: FBC2014Res/TPI -2007(STD) a ♦�• S�••'' PLT TYP. Wave FT/RT=20%(0%)/0(0) 16.42.Of 03 1:t +TY.1 /-/2/-/-/R/- Scale =. 3125"/Ft. a•WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ; O. REF R917-- 20546 "I'PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS I THE INSTALLERS. _ • Q. • • . ' • l TOLL 20.0 PSF II Trusses require extreme care In fabri Carl eq. handl Ifly, 501 ppi ng. Installing and bracing. Refer to and f I /* L 10.0 PSF DATE 06/09/17 the latest edition of SCSI (Building Component Safety Information, by TPI and II/TCA) for safety practices I tlF to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwl' a n,001164 top ehortl shall have properly attached structural sheathing and bottom chord shall have a properly attache• 5tATE • qg DL 10.0 PSF DRW HCUSR917 17160027 rigid telling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per B /Y ,a ,4 �0�� I sect)ons 83, 87 or Ste. as applicable. Apply pl ares to each face of truss and posl ti on as shown above and p ' 1 e the Joint Details. unless noted otherwise. Refer to dirarings 160'-I for standard plate positions. rr ae♦ /t.� ,QA a♦♦ Vt LL 0.0 PSF HC-ENG JB/DF I I AI pl ne, a dl vl sl on of I TW Boil dl ng Components Group 1 nc. shall not be rosponse bl a for any devl ate on from to Srr �A ♦♦/'\ O© a• drawl ng, any failure to hull d the truss e n conformance wi to ANSI/TPI 1. or for nand)1 rg, she pp1 ng, .15 /�� ♦e r1 •e �\ YYY AN IT'WCOMPANY Installation A bracing of trusses. y j, ♦''}••*�•••• *TOT. LD. 40.0 PSF SEQN- 310475 aspens bI I I'ty dsolSl y2for=err 11,1::,'". Tb.Sal tb'Igl 1 tynantl tone ofdthI s"ddrra.ingf forraeq strUertrne•i sone f4//61/(f N A��• a response bill ty of the Bull di ng Designer per ANSI/TPI 1 Sec.2. ,4aWt jNypF DUR. FAC. 1.25 2400 Lake Orange Dr..Suite 150 Yunanu se' Orlando.FL 32837 For more 1 nformatl on see this)ob•s general notes page and these web SI tes: SPACI NG 24.0" J REF- 1 W1 1917 Z01 FL COA 80278 ALPINE: *Ira.al pi eel tw.can: TPI'. www.tel nst.erg' WTCA: www.sbwt cl ndustry.can: ICC: w.I ocsafeDougla3 Fleming Lic Number:66648 — 06/09/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - C2) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thin 9.00 ft from roof edge, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, • Top chord 2x4 SP M-30 wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead I oad i s 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X6 = 2X4 III ! 11 ' 3X4 3X4 4 (a) i 6-2-1 5 r-- II -e3§-.; +8-0-0 i 2X4 III 5X6 = 3X4(Al T) 3X6(R) III LK 2-0-0>-I I_ 14-0-0 J_ 6-8-0 J 20-8-0 Over 2 Supports IIIIIIiase46,. H R=979 U=105 W=3" (AO i40, =839 U=165 W=8" RL=127/-44 yli> 4 .. • `�•�.�/�Design Crit: FBC2014Res/TPI -2007(STD) 4 � • PLT TYP. Wave FT/RT=20%(O%)/0(0) 16.12. 01 �tiguitiFY. F -/2/-/-/R/- Scale =. 3125"/Ft. "WARNI NGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWI NGI •' T,�i L 20.0 PSF REF R917-- 20547 ••I IIPORTANT•• FURNISH THI S DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. $ : �+ Trusses reed're extreme care in fabricating, handling, solppIng, Inst01I1ng and bracing. Refer to and foq e#' • ,¢ DATE 06/09/1 7 the latest edition of SCSI (Building Component Safety I nformati on, by TPI and WTCA) for safety practices pier , a TC j{/L 10.0 PSF to performing these fprotions. Installers coal provide temporary bracing per BCS1. Unless noted therwl�{%-o s ATE + e 3A'yfs top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache DL 10.0 PSF DRW HCUSR917 17160028 rl gid cel ling. Locatl ons shown for permanent lateral restraint of webs shall have bract nB Installed per BC t e A LIF)U N � the)l ons 83. ai or uni s ate)I cable. Apply fl ates to each face of fors and posi l to as shown ne a rove antl �/ ae ee I the Joist Dat all o, RIO. a noted cable se. Refer to toaeichs ace of for standard i tl on assihiwns. !-r w /-!�p a� I Al Ina, a division of ITW Buildin Components GroupInc. shall not be r Ible for anydeviation from th s!f! �` *ie./ V{1 LL 0.0 PSF HC-ENG JB/DF 0truss pone` esponsC j�e+ t� drawl ng, any fel I ure to but l d the I n conformance wi th ANSI/TPI 1, or for handl 1 ng, hl epi ng, (�` AN ITW COMPANY Installation A bracing of trusses. !r`ltf, a•'wleseee j gym_ 40.0 PSF SEAN- 310480 A seal on this drawl cep or cover papa I 1 stl ng thl s drawl rip, I nal fates acceptance of profess!anal anal neer)cep I!I` - — responsl bill ty sol el y for the deal gn shown. The seal tabl 1 I ty and use of thI s drawl ng for any structure I s the '`�ipu/�N A� DU R. FAC. 1.25 responslbll lty of the Bull di ng Designer per ANSI/TPI 1 Sec.2. u(f 2400 Lake Orange Dr..Suite 150 4tq{ytµftt Orlando,FL 32837 For more information see this job's general nates page and these web sites: SPACI NG 24.0" JREF- 1W1 1917 Z01 FL COA AO 278 ALPINE: www al pi nel Ow.cow WI www.tpi net.org- RICA: www.sbci ndustry.can: ICC: yew.1 ccsafeDO.1gla3 Fleming Lic Number:66648 - 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS a DI MENSI ONS) SUBMITTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - C3) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thi n 9.00 ft from roof edge, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live Ioad. Deflection meets L/360 live and L/240 total load. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X6 = 2X4 iii -illimmill I- 3X4 3X4 y • 2X4 4 07-0-1 5 r .....aiiiiiiiiiiiiiiiiiiiiiiii ...... 11 nimminn — _s1 4_8-0-0 3X4 = 3X4 - 3X4 ;= 3X4(Al T) 3X6(') Iii T LE 2-0-0>•1 I— 16-0-0 ,I. 4-8-0 J F20-8-0 Over 2 Supports murk R=979 U=95 W=3" 4 4t8U=155 W=8" RL=143/-46 , SFL ; . 39 c . CL Design Crit: FBC2014ResG�/TPp/I -2007(STD) PLT TYP. Wave FT/RT=20/O(0/D)/0(0) 16.62.01i..4(14( 3 p1 .11,41TY. %A \_/2/_/_/R/_ Scale =.3125 /Ft. ••wuwlal•• READ AND FOLIIt ALL NOTES oN THIS DRII L 20.0 PSF REF R917-- 20548 ••IMPORTANT•• infa SH THIS DRA*I NG TO ALL CONTRACTORS INCing a G THE INSTALLERS. & • �`f Trusses regal re extreme care i n fabrl oats ng. handl I ng. shi poi ng, I metal I I ng and bract ng. Refer to and fo o�' +R TCL 10.0 PSF DATE 06/09/17 the latest edition of SCSI OW lding Component Safety Information, by TPI and RICA) for safety practices p to performing these functions. Installers shall prowl de temporary bract no per SCSI. Unlonn noted otherwl s top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attache • i/I DL 10.0 PSF DRW HCUSR917 17160029 rigid call ing. Locat l ens shown for permanent Iateral restraint of webs shall have bracing Installed per BC .....0 ; _ A • L A^ r'd N theti onsJoln 83. 8aI S, unl as anoted othcable. eRefery fe plates to each fade of tors and rdspl to aspo shame above and o 'a. �� �Q�. ��T LL 0.0 PSF HC-ENG JB/DF All the Joint Det all o, Rio. a nappd cable. se. la to toaelchs aceAof for standard iLI on ass ihowns. r I ' Al pl ne, a di vi si on of 1 Te Bul I di ng Components Group Inc. shall not be responsl bl a for any devi ati on from th s�!.©� ase R ee• ` tlrawl ng, any fall are to but I d the truss I n conformance WI th ANSI/TPI 1, or for handl I ng, shi ppl ng, 'Y w•ee ••�_N` AN ITW COMPANY InA stallat onitnls ersslneg or tof trusses. over listing cols drawl no, I ndl bates acceptance of professional ono'nearing ',R/ i�� BeN sse \"� .# OT. LD. 40.0 PSF SEAN— 310482 responsibility sol el y for the des)gn shown. The eel Cahill ty and use of this drawl ng for any structure 1 s the y// / tl I'��.a C 1_40D Lake 0teoge Dr..Suite ISO responsibll lty of the Bull dl ng llesigner per ANSI/TPI 1 Sec.2. kft l �t,yV\•' DUR. FAIT. 1. 25 _ — Orlando.FL 32837 For more information see this job's general notes page and these web sites: SPACI NG 24.0" JREF- 1W1 1917 Z01 FL COA AO 278 ALPINE w ww .al pl net tw corn. WI' www.tpi nst.org7 *TCA' wsbcl ndustry.cam; ICC. www.I ccsareDouglas Fleming Lie Number:66648 — 06/09/2017 • THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (16610–:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL – C4) • Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not I ocated wi thi n 9.00 ft from roof edge, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead load is 1.50. MWFRS Ioads based on trusses I ocated at I east 15.00 ft. 4X5(R) 111 from roof edge. 7-1 -1 ... ..i.. r...<1 irl 50 11111111. • 2X4 iii 3X8 = II `�' 3X4(Al T) 3X6 I 2-0-0›.1 I- 18-0-0 _I_ 2-8-0 J 1 20-8-0 Over 2 Supports insm ,04004, R=979 U=85 W=3" sitiS FL. h'%R=839 U=144 W=8" RL=159/-49 v000"'e••.e:iedi Note: All PI ates Are 3X4 Except As Shown. p`'.0\) S e. . Design Crit: FBC2014Res/TPp/I -2007(STD) PLT TYP. Wave FT/RT=20%(0%)/0(0) 16.02. 0?03 1 TY." m/-/2/-/-/R/- Scal e =. 3125"/Ft. ••WARN!N01— READ AND FOLIAR ALL ROTES ON THIS DRAIN NEI / I O• •r � TC 0.L 20.0 PSF ••1IPORTANr•• FURNISH THIS DRAMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. g • • !. REF R917-- 20549 • a Trusses require extreme care In fabricating, handling, shipping. Inst alling and bracing. Refer to and f�lo •• * L 1 0.0 PSF DATE 06/09/1 7 the I atest edi(I on of SCSI (Buil ding Component Safety Information. by TPI and RICA) for safety practices ri O a to performing these functions. Instal I ars shall provide temporary bract ng per SCSI. Unless noted otheralS top chord shall have properly attached structural sheet hl ng and bottom chord shell have a properly att eche ,�,,tt O 041164, rigid eel ll ng. Locations shown for permanent lateral restraint of webs shall have bractnp Installed per BCG�y . ATE • .e DL 10.0 PSF DRW HCUSR917 17160030 A sections 83, B7 or B10, as applicable. Apply plates to each face of truss and pool tl on as shown above and D I the Joi nt Detal I s, unless noted otherwi se. Refer to drawl nes 160A-2 for standard pl ate posi 01 ons. 111 //�. ae IA �S yr �� I ' Alpine, a division of I1R eullding Components Group Inc. shall not be responsible for any deviation from th *j ✓� ••%`C O�`O see. LL 0.0 PSF HC-ENG JB/DF drawing, any fallure to build the truss in conformance alth ANSI/TPI 1. or for handling. shipping. ... ....e A 4) AN 17W COMR4NY Instal I ail on a bract,g of trusses. '�, F ••-• TOT. LD. 40.0 PSF SEQN- 310484 A seal on this drawl no or cover page listing tin s drawl Nip, I ndi sates acuptanu of profesel anal engl marl no �/� ( A+ - Jf responsl Pi I I ty sol el y for the design shun. The Sul tabl I I ty and use of thi s drawl np for any structure I s tin �4,,," `/(/+J''(}} d 2400 Luke Orange Dr..Suitt i5D responsl bl I I ty of the Roll dl ng Desi goer per ANSI/TPI 1 Sec.2. 4j,�r r A ` DU R. FAC. 1.25 Orlando.FL 32837 FALPINE: www al pi nelr more itwf now,TPI toaei on see Stel no t.er general r :notes sncindasi y now,ICC ate85:I ccsare gSPACI NG 24.0" JREF- 1W1I 917 ZO1 FL COA 40218 - g' 13ORl las FlemingLic Number:66648 - 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. H (16610—:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL — C5) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thi n 9.00 ft from roof edge, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 In 3X4 3X4 3X4 (a) 8-8-1 5 (a) r— _....iiiiiiiiiiiiiiiit. z le :•N _40-0-02X4 III 3X4 ,3X4 = 3X6(R) III 3X4(Al T) t<2-0-07-] 1 20-8-0 Over 2 Supports ' R=979 U=77 W=3" �� Fep U=119 W=8" RL=175/-52 V •• '• � 71.4 OO.• •.•• qfy O •V` $ •••. . 14. Desi gra Cri t: FBC2014Res/TPI -2007(STD) PLT TYP. Wave FT/RT=20D%a(O90/0(0) 16. 2.0?03 1 4. _ •TY,•>� -/2/-/-/R/- Scale =. 25"/Ft. ••WARNING!•• READ AND FOLLOR ALL ROTES ON THIS DRAAINO! + TC L 20.0 PSF ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • . REF R917-- 20550 Trusses extreme are in fabri cat handl In shi g, ng ng. • * • require c g, g, atin Install) and Draci Refer to and f ■ the latest egi Hon of(SCSI (Sul Iding Component Safety Information, by TPI and.TCA) for safety practices L 1 0.0 PSF DATE 06/09/17 • to parforel ng these functions. Installers anal) prowl de temporary brace ng per SCSI. Unless noted otherwl ■ ATE • -- top chord shall have properly attached structural shaathing and bottom chord shall have a properly attache 1 DL 10.0 PSF DRW HCUSR917 17160031 rl gl d cell I ng. Locations shown for permanent lateral restraint of webs shall have bracing Installed per B T. sections 83. B7 or 010, as applicable. Apply plates to each face of truss and post tl on as shown above and i('1 Oa. ....'4/ the Joi rat Data(I s. ural ess noted otherwi se. Refer to drawl ngs 16OA-2 for standard plate{cosi ti ons. ��}},,�r///. e-s P -` A�L���N Al pi ne, a division of ITV dun di ng Components Group Inc. snail not Be responsi bl a for any deviation from t i-�/ •+�/.... C O}mF`O`.•/• 444 LL O.0 PSF HC-ENG JB/DF drawl ng, any rel I surehown aor of trusses. /'//\•V♦,S as• yyLL\N_ A seal on the s drawl fig or cover pogo I I stl eq thl s drawl ng, I ndl cotes acceptance of profess)one) argi neeri ng //// /� respond bl I I ty sol el y for the design shown. The ape tebl I 1 ty and use oft I s drawl ng for any structure I s t /y// A ..t DUR. FAC. 1.25 2400 Lake Orange Dr..Suite ISO response bl I I ty of the Bell di ng Desl goer per ANSI/TPI 1 Sec.2. �&1lbftlNilM&p1V �'�' Orlando.FL 32837 For more information see this lob's general notes page and these wen sites SPACING 24.0" JREF- 1 W1 1917 Z01 FL COA*0 278 ALPI NE wee.al pl nal tw.com TPI. cow.tpl nst.org• PTCA, ewe.sbcl ndustry.can: ICC rww.i ccsafeDougla Fleming Lic Number:66648 — 06/09/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - C6) Value Set: 136 (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RI SK CAT II, EXP C, wind TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 Iive and L/240 total load. Creep increase Top Chord overhang(s) may be field trimmed. factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 iii s T 3X4 3X4 3X4 (a) 8-11-6 5 1_ •• (a) .� os _MI °� 8-0-0 _I_2X4 III 3X4 =3X4 = 3X4(Al T) 3X6(R) SII l<2-0-C6-1 l 20-8-0 Over 2 Supports R=979 U=75 W=3" sko Fj� jF U=126 W=8" RL=180/-53 Q4��••ae >. •S.•�•Vf4 •�� •* e Design Cri t: FBC2014Res0//TPI -2007(STD) Aie PLT TYP. Wave FT/RT=20/D(O%)/0(0) 16. 2.07..03 /01 TY. /-/2/-/-/R/- Scale =.25"/Ft. ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAW!NM1 ``�� ••I NPORTANT•• mail se This ORM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : * ; TQC L 20.0 PSF REF R917-- 20551 Trusses repeal re extreme care In fabricating, handling, sol ppl ng, Installing and bracing. Refer to and f li B the latest edition of SCSI (Sul Iding Component Safety I nformati on, by TPI and WTCA) for safety practices a L 10.0 PSF DATE 06/09/17 to perform)eg Loose fuevtl ons Installers snail prowl Oe temporary bract ng per BCSI. unless noted otnerwl w / DL top chord shall have properly attached structural sheath)ng and bottom chord shall havea properly attacherlgld cel I Irg. Laced ons shown for permanent Iateral rostralrat of webs shatI have bractng InatalIed per BATE 0 10. 0 PSF DRW HCUSR917 17160032 actions B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and d A n �� I I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-z for standard plate positions f j • LL 0. 0 PSF HC-ENG JB/DF I `SII I AI pi ne, a di vi 51 on of 11W Sul I dl ng Components Group Inc. shat I not be responsi bl e for any devi ati on from th sv.., aa� o K ,^Y) •• 1 drawl ng, any fel I ure to but I d the truss i n conformance wi th ANSI/TPI 1, or for handl 1 ng, shl ppi ng, `! f•.A w s�,}•�((•.�+ &•ate AN ITWCOMPANY Installation&bracing of trusses. �Of`�(f� a'�4w r*.�V 'TOT. LD. 40.0 PSF SEAN- 310493 A seal on till s drawl no or cover paps I!ft!ng thin drawl no, I ndl eaten acceptenea of profess)anal / (,7) (j'(� YV�'i. responsl bi I 1 ty sol el Y for the design shorn. The sal tabs l i ty and use of this drawl rap for any stroeeturerol neer! 1,4(����"'r N✓ k- DUR. FAC. 1. 25 2400 Lake Orange Dr..Suite 150 responsi lid 1 I ty of the Elul I dl ng Desi goer per ANSI/TPI t Sec.I. -•"W iti11Mi1WIDU0 Orlando.FL 32837 For more I nformati on see this I obi s general notes page and these web sl tes: SPAC I NG 24. 0" J R E F- 1 W1 1 917 Z01 ww FL COA PO 278 ALPI NE: w.al pl nal tr.vow. TPI www.tpl net.org: WTCA. www.sbcl ndus try.com: ICC: www.I ccsafeDougla Fleming Lic Number:66648 — 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ' (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - Dl) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wi nd I oads and reacti ons based on MWFRS. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC #1 hip supports 7-0-0 jacks with no webs. Left side j acks have 7-0-0 setback wi th 0-0-0 cant and 0-0-0 overhang. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease End jacks have 7-0-0 setback with 0-0-0 cant and 2-0-0 overhang. factor for dead load is 1.50. Ri ght side j acks have 7-0-0 setback wi th 0-0-0 cant and 2-0-0 overhang. 4X10 = 2X4 Ili 4X10 = 2X4 2X4 5 I— ►4 ok 5 Y W -4-8-0-0 3X4 = 3X8 m 5X6 = 3X8(B1) m 3X8(B1T) 2-0-0>•1 I— 7-0-0 J, 6-1-8 J— 7-0-0 -J 20-1-8 Over 2 Supports 1111110 ,44 R=1565 U=347 W=5.5" " tri Design Crit: FBC2014Res/TPI -2007(STD) a, oFEp0W=5. ��••v "a...•.+:4113; PLT TYP. Wave FT/RT=20%(OBD)/0(0) 16.it)2. O `1`03 1: TY. /-/2/-/-/R/- Scale =.3125"/Ft. •WARNING!'• READ AND FOLIDR ALL NOTES ON THIS DRAW!NG! Z r v� O• ;(.640- • ••IIPORTANT•• FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • TC L 20.0 PSF _ REF R917-- 205 52 Trusses repo)re extreme cora I n fabrl caH ng, handl I,y, shl ppi ng, i meal I I ng and bracl,g. Refer to and Pial : * ' L 10.0 PSF DATE 06/09/17 the latest edition of SCSI (Elul l di ng Component Safety Information, by TPI and WTCA) for safety practl ces d�1 to performing these font)ons. Installers shall provide temporary bract ng per SCSI. Unless noted otherwl���ooe — top chord she)I have properly attached structural sheath)ng and bottom chard shall have a properly attach e11 ATEIDL 10.0 PSF DRW HCUSR917 17160033 rl gl tl cel I i ng. Locatl ons shown for permanent lateral rostral nt of webs shall have brae!ng Instal led per B �,a • � I n sect)ons olnf B3. B7 or 810. asnotediotherwl se. Refer to each hsface of truss st andapo plate l CI on as shown nsabove and / e de=1�LO��N °^ r. ICS ` Pd LL 0.0 PSF HC-ENG JB/DF I AI PI ne, :41%1 si on of 1 r•cul 1 tll ng components croup Inc. shall not IT response bl a for any cavi atl on from th SI V^/.:* 0 ft O ••e_` T. LD. 40.0 PSF SEON- 310411 tlrwi ng, i I ore to but l d the truss I n conformance wi,r ANSI/TPI 1, or for handl l ng, sM1i ppi rg, +'%f' F •••••we,.m w• • [`'sJl ` stal on I.braci ng of s. AN I7-W COMPANY An seal 1 one thl s drew)ng or cover apegs I I stl this drawl profess'anal sngl n..rl ng , /�. t/ respolsl Al I I ty sol el y for the des)gn shown. The sol tab)III tynand usesof snE wing for any structure I s the 494 S //�•ryry�'JJ responslbll lty of the Bull ding Duel goer per ANSI/TPI 1 Sec.2. r �I/a..J �� DUCT. FAC. 1. 25 2400 Lake Orange Dr.,Suite 150 14 4it!{p1Ut1 ----— Orlando.FL 32837 fpr mere Information see the si)ob•a general notes page and these wet, SPACI NG 24.0" JREF- 1Wl 1917 Z01 FL co #0 278 ALPINE• www al pi eel taw.cons; TPI ewes.tpl^St-erg: NTCA: www.sbci P0US,cY cpm. ICC ww;,�I eeaareD011gla 5 Fleming Lic Number:66648 — 06/09/2017 i. THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - D2) • Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thi n 9.00 ft from roof edge, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent Iive I oad. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X5(R) 1X6 3X4 9- 3X4 5 r- -.11111111111111111111111111111111111111111111111.- ..1 � 5 —I _: — -111011.111 = \ +8-0-0 2X4 III 3X8 = 5X6 =_ 2X4 III 3X4(A1) 3X4(Al T) l<2-0-0>J I_ 9-0-0 _I— 2-1-8J_ 9-0-0 J < 20-1-8 Over 2 Supports •R=822 U=183 W=5.5" -` �+D W=5.5" RL=108/-100 V���` fl,-•`'� . .SF•' Desi gn Cri t: FBC2014Res/TPI -2007(STD) ? / PLT TYP. Wave FT/RT=20%(0%)/0(0) 16.12.Of 03 1,+t . S1TY. `_/-/2/-/-/R/- Scale =. 3125"/Ft. ••WARNING!0. READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI }` 1i O` a e e ,v - ••INPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.Tsi •�1��' TC S ikE:l L 20.0 PSF REF R917-- 20553 tharl atestusses r di tl oequi ren afrSC51 eme c(Bui!di ng Component cats ant Safetyng, handl I nlnforimatl an, by�TP1tal 11 ng MICA)and rfor ad"safety g. epractl cesr to and f ItlY` ` 0 L 1 0.0 PSF DATE 06/09/1 7 to performing these functions. Installers shall provl de temporary bract ngperSCSI. Unless noted otherwl top chord shall have properly attached structural sheathing and bottom chord shell have a properly attac Ill. ATE * DL 10.0 PSF DRW HCUSR917 17160034 11 rl gid calling. Locations shown for permanent lateral to each)nt of webs shall have bracing Instal letl per B 00 /� 'l l�i�O I I , thetJul ntBoetai I or7 un/esssnoted otherwi se. Referes to drawl ngsface 160A-Z f forsstandard plate as is nnsabove and 2 �f��p♦, I,, �f' +• LL 0.0 PSF HC-ENG JB/DF �!I�■ lug I \�I' I 1 AI pi ne, a di vl sl on of ITN Sul 1 di ng Components Group 1 nc. steal 1 not be responsl bl a for any devl ati an from th (/A.10.4•••♦ I`C©�`©a`♦♦♦ drawl ng. any fol 1 ure to but I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shl i n AN ITN/COMPANY installat!on a bracing of trusses. g moi'',9 s *****"*tt***�� OT. LD. 40.0 PSF SEQN- 310413 A seal - Aesponsobi I n my sol el s drew!ygor for theedesl gn I I stI ng thi Thesdrawl sal tabig, I c ll I tynand use oi Oates ftptance of 1 s drawl ngs!anal awl forStructureeri ng i s the rI� Ci responsi bill ty of the Bull ding Deal gner per ANSI/TPI 1 Sec.2. h ' /D AL.,t1� �' OUR. FAC. 1.25 2400 Lake Orange Dr..Suite 150 M8inlien NT'' Orlando.FL 32837 for more I nformati an see thi s Job's general notes page and these web sites. SPACI NG 24.0" JREF- 1W1 1917 Z01 FL COA 60 278 ALPINE: wee.al pi nal tw.can: TPI: www.tpl nst.org: WTCA: www.sbcl ndustry.com; ICC: www.I ccsafeIDougla 3 Fleming Lie Number:66648 — 06/09/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. w (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - 03) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUI RED 1 ` t Top chord 2x4 SP M-30 Nai I Schedul e:O.131"x3", mi n. nai I s Bot chord 2x6 SP M-26 Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W5 2x4 SP M-30: Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) :Lt Wedge 2x6 SP #2: Webs : 1 Row @ 4" o.c. Use equal spaci ng between rows and stagger nails Lumber value set "13B" uses design values approved 1/30/2013 by ALSC in each row to avoid splitting. 4" o.c. spaci ng of nails perpendicular and parallel to Speci al I oads grai n requi red i n area over bearings greater than 4" (Lumber Dur.Fac.=1.25 / PI ate Dur.Fac.=1.25) TC- From 62 pl f at 0.00 to 62 pl f at 10.06 130 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, not I ocated TC- From 62 p1 f at 10.06 to 62 pl f at 22. 13 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, BC- From 20 pl f at 0.00 to 20 pl f at 20. 12 wind BC DL=3.0 psf. GCpi (+/-)=0.18 BC- 1492.00 I b Conc. Load at 1.13, 3.13, 5.13, 7. 13 9.13,11.13 Wind loads and reactions based on MWFRS with additional C&C member BC- 4588.00 I b Conc. Load at 13.13 design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 7.50 ft. 5X6 7X6 m from roof edge. 5 r- 2 4X10 3X6II\ ` 3X4 -1 5 I gal r ��-Nall4_84-0 :E: `I� 8X14(B7R) = H1015 = 8X8 m 6X8(R) iii 2X4 ill 6X12(B7R ) 4X5 III L 2-0-0)J I-1- I-,- f 20-1-8 Over 2 Supports Im oo l4>1 R=8661 U=2085 W=5.5" ,,``r1��1=F�1�"`(b 1 W=5.5" RL=118/-110 OV .••' "••..744,• Design Crit: FBC2014Res/TPI -2007(STD) a . ' / �PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/0(0) 16. 2.01 , 1 ;t�, TY 1'. \ /2/ / /R/- Scale =. 3125 /Ft. WARNI NG!" READ IND FOLLD/ALL NOTES ON THIS DRAII NGI"IIPoRTANTm FIISH THIS DRAWING TO ALL CONIRAC1oRs INCLUDING THE INSTALLERS =L 20.0 PSF _REF R917-- 20554 Trusses redid re extreme re I n fabri ca ti ng, handling, she poi ng. Install i ng and brae'ng. Refer to and fp' r * TC L 10.0 PSF DATE 06/09/17 the latest edition of SCSI (But lel ng Component Safety Information, by TPI and RCA) for safety practices p r to perform]ng these functions. I nstal I ars stall provide temporary bracing per SCSI. Unless noted amoral OI top chord shell have properly attached structural sheathing and bottom chord shall have a properl y attached- L 1 D. PSF DRW rl 91 d eel I 1 ng. Locations shown for permanent lateral restraint of webs shat I have bracing 1 nstal l ed per BCS6 a'o : ATE Ja� HCUSR917 17160044 sections 83. 87 or 010. as applicable. Apply pi ares to each face of truss and post tl on as shown above and o M A �) 7 the Jolnt Dotal l s, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard plate positions. ♦ Jul e`S p' .• , Q N ( Alpine, a tll vl sl en of I n BW 1 di ng conponeets Group 1 nc shat I not be respond bl oaf! for any deviation from tn s''.�(°A.%S t Q Ij�°1):.. � + LL 0.0 PSF HC-ENG JB/DF drawi ng, any failure to build the truss I n conformance wi th ANSI/TPI 1. or for handling, shi ppi ng, •., (�Aak em ma;R se ma ma•``C'�`�t}'(a� AN ITIV COMPANY I nstal I ati on a bract ng of trusses. '!y (S n/0���eA4S I OT. LD. 40.0 PSF SEQN- 310459 A seal on thl s drawl ng or cover pogo 11 st1 ng this drawl ng, I ndl cotes mccwptance of profess!anal final neeel � (� `♦*_�V.V_r responsl bill ty 501 el y for the design shown. The sal tab'Ilty and use of this drawl ng for any structure Isr'the N// ..,a& 2400 Lake Orange Dr..Suitt I50 responsl bl I I ty of the Bud I ding Designer per ANSI/TPI 1 sec.2. kUwuwaMinti. IDS OUR. FAC. 1.25 Orlando.FL 32837 For more Information see this j olds general notes page and these web sites: SPACI NG 24. JREF-0" 1W11 917- Z01 FL COA I@ 278 ALPI NE: www al pi net ta.coo. Tel www tpi nst.org' Rww CA' w.sbcl ndustry.coo: ICC: ww.i oosafeDauglag Fleming Lie Number:66648 06/D9/2b17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - El) Value Set: 138 (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Stack Chord SC1 2x4 SP M-30: :Stack Chord SC2 2x4 SP M-30: desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and chord must not be cut or notched, unless specified otherwise. other requi rements. Stacked top chord must NOT be notched or cut in area (NNL). Attach I n Iieu of structural panel s use purlins to brace TC @ 24" oc. stacked top chord (SC) to dropped top chord i n notchabl e area usi ng 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord • Bottom chord checked for 10.00 psf non-concurrent live load. • interface, plate Iength perpendicular to chord Iength. Splice top chord i n notchabl e area usi ng 3x6. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. 4X5 -_-s. 2X4 m 5 1--- 3X4 3X4 - 2X4 III —I 5 3X4 3X6(C5T) _ j j 3X6(C5T) II li I • Cl i _48-0-0 / 2X4(C5T) = 2X4 III2X4 III 2X4 III 2X4(C5T) 2-0-0 Lc— 2-0-0 1 4-0-0(NNL) ,J 14-8-0 I, 4-0-0(NNL) 7-1? _ I 1-11-10 _I— 2-8-10 _I_ 2-8-10 —I— 1-11-10 _P:7 1 10-8-0 Over Continuous Support �institUu , R=194 PLF U=100 PLF W=10-8-0 ,,``e:�►a FL. ii. RL=15/-15 PLF QOV r e-••`••W S•• Desi gn Cri t: FBC2014Res/TPI -2007(STD) ? PLT TYP. Wave FT/RT=20%(O%)/0(0) 16.3 .Ort. 3 1 TY 1'. F -/2/-/-/R/- Scal e =. 5"/Ft. 0. = •844 "WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWN NGI : ;T, .L 20.0 PSF REF R917-- 205 5 5 ••I NPORTANT•• FORM SH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e 1 • • Trusses require extreme care In fabricating. handling, shipping. Inst al 1I ng and bracing. Refer to and fo ..7t . * 11. :TC :�L 10.0 PSF DATE 06/09/17 the I&test edition of SCSI (Building Component Safety l nformati on. by TPI and ITCA) for Safety practices peter to performing these functions. Insall era shall provide temporarybracing per SCSI. Unless noted otherwi . _ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached �a, ,§. ATE ! �• ea _ IL 10.0 PSF DRW HCUSR917 17160035 rigid cell Ing. Locations shown for permanent I ateral restralnt of webs shall have bracing I natal led per Bc T p ,4�� sections 83. 87 or 810, as applicable. Apply plates to each face of truss and peal tion as shown above and oily �a• • o) 7 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. VA•••F(QR+,pP•••t� LL 0.0 PSF HC-ENG JB/DF / I drrawwl ng, any)allure to vi sl on of t bul II dI the I di truss neconformance nts Group I owi thc. hANSI/TPI b1 rorPfor l handl 1 ng, sany ppi ndevi g, on from th s �� /� •aft„t..lw a.••w' AN ITW COMPANY Installati on a bracing of trusses. or g ,�'0 e9'+/�fi,A �� OT. LD. 40.0 PSF SEAN— 310462 A seal on this drawl ng or cover page I I sting thl s drawl ng. I nal cat..acceptance of profess)anal engl emeri nag fy 'M 4 reasons!DI 1 I ty sol el y for the design shown. The sul tabi 1 l ty and use of thl s drawl ng for any structure 1 s the //ryjt p/N OUR. FAC. 1.25 2400 Lake Orange Dr..Suite I SU respond bl I I ty of the Del I ding Designer per ANSI/TPI 1 Sec.2. tttttttttlattipl� Orlando.FL 32837 For more Information see this J ab•S general nates page and these web Si 1.a: SPACING 24.0" J REF- 1 W1 1917 Z01 awn.COA PO 278 ALPINE: wee.al pl nal ta.com, TPI: a .tpi nst.erg' NBCA: www.sbcl ndustry con; ICC: 05.0,i ccsareDouglal Fleming Lie Number:66648 — U6/09721317 THI 5 DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - E2) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RI SK CAT II, EXP C, wind TC DL=5.0 psf, wi nd BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. 4X5 = —I 5 5 i 0 a. +8-0-0 I. 2X4 III 2X4(A1T) = 2X4(A1T) 2-0-0 2-0-0-->1 —,—, -.-, 10-8-0 Over 2 Supportsiep�asio,.. S { R=572 U=133 W=3" friAjtSRFizitypifl,k_�" W-3" RL=90/-90 ,''♦•``••• • m�'•.../.(y y Desi gn Cri t: FBC2014Res/TPI -2007(STD) a v SF♦♦♦• 4 PLT TYP. Wave — FT/RT=20%B(O%g)/0(0) 16.fr2.0?. 3 Q1 ;(e64$TY 1". F -/2/-/-/R/- Scale =.5"/Ft. • ...WARN!NG!•• READ AND FOLIA ALL NOTES ON TNIS DRAWING! •S' a • ••IMPORTANT•• FUM!SR THIS DRAWING TO ALL CONTRACTORS INCL11DlNG THE INSTALLERS. >: • *, =Ti L 20. 0 PSF REF R917-- 20556 Trusses requl re extreme care In fabri call ng, handl l ng, shl ppl eq, I nstal I I ng and bract ng. Refer to and ro mrd • • the latest edition of BCS! (Building Component Safety Information, by TPI and RICA) for safety practices pipr : ' S TC J L 1 0.0 PSF DATE 06/09/17 to perform)ng these Nnctl ons. Installers shall Vrovl de temporary bract ng per SCSI. Unl esa noted otherwl siF. 16 top gi chord log I Cocchi ons shown attached peermaanent I ate al athl restrral nt ofttom webscshall shave braci ngpl nstal I ed perhSCS1!-% ATE ♦;' r.t IL 10.0 PSF DRW HCUSR917 17160036 rFiAil PO het conn Ba, 57 or unl as oted cable. e. y pinto to each ng free of trussoand rdsi pl to as sham above and o%IP ee e ♦ af y — l i [ha Joint Details, unless noted ieq Ce se. Refer to Incdrashe l net for standardpeesibi plate nyposi de iati �i °�•♦ �/ 00) .♦+� LL 0.0 PSF HC-ENG JB/DF I Al pl na, a dl vi sl on oP IT.Building Components Group Inc. shall not be respond bie for any devl ati on from th s ♦ (� m• drawl ng, any failure to but I d the truss i n conformance col th ANSI/TPI 1. ors for handling, shl ppi ng. O, (.9 6,, r..♦arm.••. \ AN ITVU COMPANY install all en A badi,g of trusses. 0v(.96,, f-k1 'TOT. LD. 40.0 PSF SEQN— 310464 A seal on thi a drawl ng or cover page 1 I at!ng thi•drawl ng, I mil cotes*Pompton.of profess'on el angl neer!ng ' NAL respond Di I 1 ty sol el y for the des!gn shown. The sui tabi l i ty and use of thl a drawl ng for any structure I s the 2400 Lake Orange Dr..Suite 150 respond hi I I ty of the But 1 dl ng oast gnat per ANSI rtpl 1 sec.2. stain incl ya DUR. FAC. 1.25 Orlando.FL 32837 For more Information see nils Jobs general notes page and these web sl lea. SPACI NG 24.On JREF- 1W1I 917 Z01 FL COA M1278 ALPI NE' waw ram waaw. al pi nal tw.dam: TPI: r .tpl nst.org: .TCA: co .sbcl ndustry.cm: ICC: w .1 cosareD�glas Fleming Lie Number:66648 — U6/0q7201 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - E3) Val ue Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUI RED 1 t Top chord 2x4 SP M-30 Nai I Schedul e:O.131"x3", mi n. nai I s Bot chord 2x4 SP M-30 Top Chord: 1 Row @12.00" o.c. 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 i n each row to avoid spl I tti ng. Speci al I oads (Lumber Dur.Fac.=1.25 / PI ate Dur.Fac.=1.25) 130 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located TC- From 62 plf at 0.00 to 62 plf at 5.33 anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC TC- From 62 plf at 5.33 to 62 plf at 10.67 DL=3.0 psf. GCpi (+/-)=0.18 BC- From 10 pl f at 0.00 to 10 pl f at 10.67 BC- -43.03 I b Conc. Load at 1.27, 3.27, 5.27, 7.27 Wi nd Ioads and reacti ons based on MV/FRS. BC- -27.95 I b Conc. Load at 9.27 Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 1.50. 4X5 3X4 3X4 5 1— —) 5 t. 4211: MN 0 11111 n, 2X4 Ill 3X8 = 2X4 Ill 2X4(A1) = 2X4(A1) I, 5-4-0 —I— 5-4-0 J < 10-8-0 Over 2 Supports iauuprr ={ V�� R=275 U=546 W=3" i R , '4 W=3" c),,..\> SF•.•. Design Cri t: FBC2014Res/TPI -2007(STD) 4 . PLT TYP. Wave FT/RT=20%(0%)/0(0) 16.12.01. 3 O1 •� i.gTY. ' F -/2/-/-/R/- Scale =.5"/Ft. •**WARNING!" tial READ AND FOLLOW ALL NOTES ON THIS ReNG! • ••I MPORTA!T*. FUM!sN TNI S DRAM NG TO ALL IYMTRACTMIs I mum ma THE I NsrALLFFs. _ • Ti L 20.0 PSF REF R917-- 20557 Trusses regul re extreme care In fabrl catl ng, handl Ing, sht pain. I nstal I l fly and bract ng. Refer to and fo O* • e the I at*.edl ti on of SCSI (Sul!di ng Component Safety Informati n, by TPI and RICA) for safety practices It . a TCDOL 10.0 PSF DATE 06/09/17 to performing these functions. Installers shal I provide temporary bract ng per SCSI. Unless noted otherwl 4 . tap chord shal! have properly attached structural sheath)rig and bottom chord shal! have a properly attache ��jj ��II rl g!d cel 1 I ng. Laced ons shown for permanent I atone! rostral nt of webs shal I have bract ng I nstal I ed per BCA,r'L : ATE �4 D L 10. 0 PSF DRW HCUSR917 17160037 A IL1 �� sect lot n 83, el or unl s applicable. Apply f ates to each ng face of truss and post 01 on as l tI on above and o e • O � the Jal nt Details, unless noted athero!se. Refer to drawl,gs,EGA_:for standard nate post ti ons. "�., .✓wa '•• pl `v\`‘..: Q`.•' LL 0. 0 PSF HC—ENG JB/DF AI pi ne. a di vl sl on of l Td But 1 dl ng canponents Group 1 nc. shalt not ba responsl bl a for any devl atl en from th s�I,(,� •.+ iL OR‘ R e drawl ng. any fel l re to but I d the truss I n conformance rl tM1 ANSI/TPI 1, or for hantll 1 ng. SM1I pill ng, AN ITW COMPANY Instal lation a bract ng of trusses. �/�( ee""qe a`�\\�� 4i' OT. LD. 40.0 PSF SEQN- 310466 A ewSI on this drawl ng or Cover page I I stl ng thl s drawl ng, I ndl cotes acceptance of profess)anal engl neer!ng4,0„61,/�N/� �• responsl DI I I ty sol el y for the deal gn shown. The sup tab!1 I ty and use of t l a drawl ng for any structure I s the „ .a id` DUR. FAC. 1.25 responsl bl I I ty of the Bull dl ng Designer per ANSI/TPI 1 Sec.2. ....60 2400 Lake Orange Dr.,Suite 150 Orlando.FL 32837 For more i nformati on see this j ob's general notes page and these web NI tem: SPACING 24.0" J REF- 1 W1 1917 Z01 m: FL COA AO 278 ALPINE' war.al pi nei tw con: TPI. veer.tpl nst.org: RICA: www.sbcl noustry caI Co a...I ccsaruDppgla3 Fleming Lic Number:66648 — 06/09/2 17 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - J1) Top chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP M-30 anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bottom chord checked for 10.00 psf non-concurrent live load. Wind I oads and reacti ons based on MWFRS with additional C&C member Deflection meets L/360 Iive and L/240 total load. Creep increase design. factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. 1---- 5rI \� 8 R=20 :::: U=98is 8-0-0 0-8-15 R=13 U=34 -5-7 2X4(Al T) 2-0-0---->i 0-11-1 Over 31 Supports 1441,044 R=341 U=132 W=5.5" ��S Fj,E�`�ff4 RL=35/-25 O\ olr•• la •..••4 i ••'� SF•••• Design Crit: FBC2014Res/TPI -2007(STD) � 1. • PLT TYP. Wave FT/RT=20%0%D)/0(0) 16. 2.0/. 3 01 .(•MATY, 4, F -/2/-/-/R/- Scale =.5"/Ft. ••wARNI NG!•• RFAD AND FOLL(Ir ALLNOTES ox THIS DRARINGI ex ; i _ L 20.0 PSF REF R917-- 20558 ••I NpORTANi•• FURNISH TNIs PRAISING Tg ALL CONTRACTORS INCLUDING THE INSTALLERS. R 1 � _ Trusses repel re extreme care In fabrl ca tang, handl Ing, shl ppi ng, Installing and Israel ng. Refer to and fo!`o* i a{ • the latest edition of BCSI (,eliding Component Safety Information, by TPI and TITCH) for safety practices pier e ; TC L 10.0 PSF DATE 06/09/17 to performing these functl ons. Installers shall prowl de temporary brad fg per BCSI. Unless noted otherwl e top chord stall have properly attached structural sheathing and bottom chord shall have a properly attache , ATE r� •DL 10. 0 PSF DRW HCUSR917 17160038 rigid cal l l ng. Locations shown for permanent lateral rostral nt of webs shall have bracing Installed per BG a !1 mg actions 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and ' LL 0.0 PSF HC-ENG JB/DF A �I I�II� I Lha Jot nt Dotal I s. unl ass opted dtherwl se. Refar to drawl:go:,,60A_Z fdr itatWard pl ata poll tl ons. ; '•. PL `pP.• H lug I Al pl one, a di vl sl on of 1171 Bul I do, rg Components Group 1 nc shall not be responsl rod, a for any devi atl on from th s���,e�•.w(•O R `� 1 drawl ng. any fell ere to bel I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, shi i e •-yea•• AN r w COMPANY Instal 1 atl on&bracing of trusses. f'f,I (5 aa' 0T. LD. 40.0 PSF SEQN- 310397 eseeallnsi nl I hl sy drawl ygfor LMerapl ge I I ettl eg tTheesdl awl ng1.tI mdl c tesse acini s ce o npf feewel ay al .ngi neer I sq iffi/41.411W18,13188011.- 2400 U/Q h At. -ma�t(it � 2400 Lake Change Dr.Slue ISD responsl bl I 1 ty of the eel I dl ng Desi goer per ANSI/TPI t Sec.2. 4++alrW18,11IWU DUR. FAC. 1.25 Orlando,FL 32837 For more Information w ww.see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1W1 1917 Z01 FL COA MI 278 ALPINE- wane al pi mel tr.com. TPI oww tpl nst.org• RICA: west.abet ndustry.con: I CCI won't IccsefeDouglas Fleming Lic Number:66648 — 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • (16610—:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL — J2) Top chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP M-30 anywhere i n roof, RISK CAT II, EXP C, wi nd TC DL=5.0 psf, wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead load is 1.50. Top Chord overhang(s) may be field trimmed. *9-3-7 1 R=78 U=18 T 1-6-15 001 i 4_8_0_0 R=46 U=13 2X4(Al T) L— 2-0-O--- I _11_11 Over 3 Sur:ousts R=301 U=73 W=5.5" stS Ft,E �4 RL=59/-28 ••••' • •••�'�,�� Desi gn Cri t: FBC2014Resp//TPp/I -2007(STD) PLT TYP. Wave FT/RT=2070(070)/0(0) 16. 2.01. 3 01 ;t 64TY.4, F -/2/-/-/R/- Scal e =.5"/Ft. ••WARNING!e• READ AND FOLLOW ALL NOTES ON ells DRAWI NW ' Tr,, L 20.0 PSF REF R917-- 20559 "'IMPORTANT" FIARlI SN TNI S DRAIN NG TO ALL CONTRACTORS I NCLUOI NG THE INSTALLERS. T., • * — Trusses regul re extreme care I n fabrl catl ng, handl 1 ng, shl ppl ng, I nstal I I ng and brad]ng. Refer to and fa a7� ; TC L 10.0 PSF DATE 06/09/17 the I etas[adi ti on of SCSI (Building Component Safety I nformatl on, by TPI end.TCA) for safety practi des p • to performing these functions. I nstal i err shall provi de temporary bract ng per BCS1. Unl ess noted otlrerwl r�I ATE ;//��mr,, top chord shall neve properly attached structural sheathing and bottom chord Snell nave a properly etteche �[f_DL 10.0 PSF DRW HCUSR917 17160039 rigid call l,q. Locations shown for permanent I moral restraint of webs shall have bracing Installed per BC ` a 4,-'C ,4��0� 1 sections B3. 87 or 810, as applicable. Apply plates to each face of truss and post tl on as shown above and g. 4:8 ♦ — I v the JVInt oatalio unless natal otherwise. Refer to to gs 160A-z for standard plata positions, o 3 •• • LL 0.0 PSF HC-ENG JB/DF I Al pl noel a tli vl sl on oP 11r Bul l tli ng Components Group Inc. shall not be responsl bl a for any tlevl ati on Prom tM1 s�/��� •�•�`O RVO•*.„ 4:7._ drawl ng, any fol I ure to build the truss i n conformance el to ANSI/TPI 1. or for handl I ng, shl ppl ng. F •♦faa,_aa a•• AN ITW COMPANY i nstal I atl on a bracing of trusses. �, ss� ��:, 4/ 0T. LD. 40.0 PSF SEQN- 310399 A seal on thl a drawl ng or cover page I I et'ng thl a drawl rq, 1 ndl utas acceptance of profa•al Oral mai neer)ng �ll �r/� responsl bl 11 ty sol el y for the dell an shawl. The Sul tam I I ty and Be.of t l a drarl ng for any:tractor.I s the ,ffuah4,1„,,,,,,,,„00-+•„ DUR. FAC. 1.25 2400 Lake Orange Or..Suite ISO responsi bill ty of the Bull di ng Designer per ANSI/TPI 1 Sec.2. Orlando,FL 32837 For more I nformati on see this job's general notes page and these web si tes: SPACING 24. 0" J REF- 1W1 1917 Z01 FL COA 40278 ALPI NE n:waw al pi mel tw.caTPI awanew w .tpi nst.erg: RICA: asix]ndustry cowl ICC: new.I ccsafeD�glas Fleming Lic Number:66648 — 06/09/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. • (16610—:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL — J3) Top chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP M-30 within 4.50 ft from roof edge, RI SK CAT II, EXP C, wi nd TC DL=5.0 psf, wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bottom chord checked for 10.00 psf non-concurrent Iive load. Wi nd I oads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead I oad i s 1.50. Top Chord overhang(s) may be field trimmed. ii 4_10-1-7 R=135 U=43 0000;ig700001.IIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2-4-15 i l 4_8-0-0 i R=87 U=6 2X4(Al T) - 2-0-0- H 4-11-11 Over 3 Supports fiatR=362 U=78 W=5.5" '�+ 4r4i j�til A,, 4 RL=83/-31 O�G. •S.•.7 f41 Design Cri t: FBC2014Res/TPI -2007(STD) ' NN SF �.• PLT TYP. Wave FT/RT=20%(0%)/0(0) 16 2. .03 '4. 1 QT -5 L/-/2/-/-/R/- Scale =. 5"/Ft. `•WARNING/'- READ AND FOLIO•ALL NOTES ON THIS DRAWING! .t a O. ; .646 • T LL 20.0 PSF REF R917-- 20560 ••1 EPORTANT•• MINI SH TNI S DRAINING TO ALL CONTRACTORS I NCI.IDI NG THE INSTALLERS. . w Trusses ire extreme care In fabrl calls • reds ng, nand!I ng, sni ppl ng, I este!I I ng and brawl seg. Refer to and fol* • / • * DL 10.0 PSF DATE 06/09/17 the Ietest eel Ti on of BCSI (But l di ng Component Safety Informatl on, by TPI and RICA) for safety prectl ce$���ppppQQ to perform!ng these functi ons. Installers shall prove de temporary bract ng per BCS!. Unless noted tithe ; • ff top chord shall have properly attached structural sheathing and bottom Chard shall have a properly attar d • rt DL 10.0 PSF DRW HCUSR917 17160040 T1 ,. rl gl d cel I I ng. orocati ons sham for permanent I alesl restsl nt of webs she!I have Drani ng instal I ed per S A ATE '(,� All [PI] sect Join 83, a] . unl s appal cable. Apply penes to each face of truss and rds plate as positions . ea i Y LL 0.0 PSF HC-ENG JB/DF I-1 Al pi ne. a di vi sl an of ITR Bel I dl seg Components GroupInc. shat I not be response bl a foranydevl all on from t� e a p�(1' drawing, any fall ure to bull d the truss In conformance with ANSI/TPI 1, or for handling, hipping, f' 4� �J . , AN ITW COMPANY lnsta!1atIon a bracing of trusses. /, ear '' a�� TOT. LD. 40.0 PSF SEQN- 310401 A seal on thee drawl ng or cover papa IIsting the•drawl no. Ind!gates KCptence of profess!deal wage neer!ng 9, Si responsl DI 1 I ty sol el y for the deal gn shown. The sul 10811 I ty and use of this drew!ng for any structure I s the fi, V/O A+A OUR. FAC. 1.25 241X1 Lake Orange Dr..Suite 150 response IN I!ty of the Mel I dl no gaol goer per ANSI/TPI 1 Sec.2. ``fi , +Y f+1 tNo� Orlando.FL 32837 For more Information see this Job's general notes page and these web si les. $IS�1ew a SPACI NG 24.0" JREF- 1 W1 1917 Z01 FL COA all 278 ALPINE www alpineita.cam: TPI: www.tpiest.erg' WIGS' www sbcindustry com; ICC' www i ccsareD�(gla]Fleming Lie Number:66648 — 06/09/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - J3A) Top chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 SP M-30 within 4.50 ft from roof edge, RI SK CAT II, EXP C, wi nd TC DL=5.0 psf, wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Bottom chord checked for 10.00 psf non-concurrent live load. Wi nd I oads and reacti ons based on MY/FRS wi th additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead I oad i s 1.50. 5 I---- 1111111111111111111111I 10-1-7 R=135 U=48 2-4-15 i 11 -0-0 R=91 U=10 2X4(A1) H 4-11-11 Over 3 Supports —H R=209 U=32 W=5.5" fiti_ C//�.l�,RL=59Fizz,,. • • ••..••.'YDesign Crit: FBC2014Res/TPI -2007(STD) S� `.• PLT TYP. Wave FT/RT=20%0%0)/0(0) 16/2. .03 '4. 1 QT .1 L/-/2/-/-/R/- Scale =.5"/Ft. **WARN!NG!•• READ AID FOLLOW ALL NOTES ON THIS DRAWING! S• • ••IWWORTANT•• FURNISH THIS DRONING TO ALL CONTRACTORS INCLUDING ThE INSTALLERS. 3 Q• • • � T LL 2O. O PSF _REF R917-- 2056 1 • Trusses redo're extreme care In tabri ca t ng, handling, shl ppi,g, Install Ing and bracing. Refer to and;full • the latest edition of SCSI (Sul Iding Component Safety Information. by TPI and RICA) for safety practice * : THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. a (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - J4) Top chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP M-30 anywhere in roof, RISK CAT II, EXP C, wi nd TC DL=5.0 psf, wi nd BC DL=3.0 psf. GCpi (+/-)=O.18 Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase design. factor for dead Ioad is 1.50. Top Chord overhang(s) may be field trimmed. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. it as 10-11-9 R=191 U=65 3-3-1 5 1--- i i .. 8-0-0 11.-7. 1illiSMAI R=127 U=10 "' 2X4(Al T) _ 2-0-0-- I7-0-0 Over 3 Supports mitalERE1 R=436 U=89 W=5.5" �� RA44I,6, RL=107/-34 ,,,s •••wr:..•.•�/,� fl DesiDesign Cri t: FBC2014Res/TPI -2007(STD) ♦ �qt' SF ••• PLT TYP. Wave FT/RT=20%B(O%)/0(0) 16,2. .03 '4. 1 0 - 21 L/-/2/-/-/R/- Scale =.5"/Ft. "WARNING!•. READ AND FOLLOW ALL NOTES ON THIS DRAWING! li i . ••IRPORTANT•• FIIRIIISH THIS DRAINING To ALL CONTRACTORS INCLUDING THE INSTALLERS. O. 64$ ; T LL 20.0 PSF - REF R917-- 20562 Trusses regal re extreme care 1 n fabri Carl ng. handl 1 ng, sill aping, Instal 11 ng and brae)ng. Refer to and fol I • ,�. * DL 10.0 PSF DATE 06/09/17 the latest eel ti on of SCSI (Bull di ng Component Safety Information. by TPI and RICA) for safety practice r • /01.16 to performl ng these functions. Installers shall provide temporary bracing per SCSI. Unless noted other ; I a — top chord shall have properly attached structural sheathing and bottom chard shall have a properly attac d • f DL 10.0 PSF DRW HCUSR917 17160041 rigid call Ing. Locate ons shown for permanent lateral restraint of webs shall have bracl ng Installed per S • All ` ecti ons 83. 87 or 810. as appl i cabl e. Apply pl ates to each face of truss and poll tl on as shown above en pry •• ATre E a Iyc�l>I.4- ,4 II PO I ine Joint odlviSi. uo.ss notedBollofd .i se. Refer to draInc. shengs l neC far standard elate ny do ons. = 1) ..... ♦ }RI, L L 0.0 PSF HC-ENG JB/DF Iu� ' \�I' I AI pi ne, a dl vl sl on of I IY Bul l di ng Campdents Group 1 nc. shal I not be respond bl a for any deviation from ttEt),,s�} ♦♦ 1^♦ `/4,,e- drain F- drawl ng. any fail failure to build the truss I n conformance wi til ANSI/TPI 1. or for handl I ng. sill pal ng, 4,`�j�"^`Aw�•ee Q R\ •"\ TOT. LD. 40.0 PSF SEAN- 310403 AN ITW COMPANY Instal I ate on a brace ng of trusses. /1/ ` •a.sem ae•♦♦ A seal on tills drawl mg or cover page I I stl ng tills drawl ng. I nal cotes oCptanee of profess)on.l *nal mewl ng /// -/`.- /� .\\� respond bI 11 tty solely ffo11 the eg esi gnnsr per. ANSI The/Sal tubicts end use of tills drawing for any structure is the /////'V/U N j�` �\ 0.* DUR. FAC. 1.25 2400 Lake Orange Dr..Suite 150 �� V „M Orlando.FL 32837 For more I nformatl en see thi s)ob's general notes page and these web sl sites 4,tan�J�1�11111 SPACING 24.0" J R E F- 1 W1 1917 ZOl FL COA p0278 ALPI NE- mew al pi nal he come Tel ewe.tpi nst.erg- RICA: arm.5001 ndustry Com: ICC: new 1 ecsafeDcugla5 Fleming Lie Number:66648 — 06/09/2017 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - CJ1) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, wi nd BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind Ioads and reactions based on MWFRS. Lumber value set "13B" uses design val ues approved 1/30/2013 by ALSC Hi pj ack supports 7-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead Ioad is 1.50. 1 4_10-11-3 R=246 U=102 2X4 a.-If 3-2-13 3.54 I— • N 4X5 8-0-0 R=354 U=32 2X4(Al T) 1< 2-9-15 >1.< 9-10-13 g&.1-8 k 9-10-13 Over 3 Supports maiaau ti R=535 U=138 W=7.778" `�, es` F �N Design Crit: FBC2014Res/TPI -2007(STD) a • PLT TYP. Wave FT/RT=20%x(0%)/0(0) 16.1)2.0/ 03 1 r _OT . \/-/2/-/-/R/- Scale = 5 /Ft. ••WARNING! • REDANDFOLLOWALLNOTESONTHISDRAWINGI ` O' ' '648 1 LL 20.0 PSF REF R917-- 20563 ••I1IPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. Trusses requi re extreme care In fabri call ng, handl l ng, shipping. l nstal I log and bracing. Refer to and 1•,�1 e / the Iatest edition of SCSI (DelIding Component Safety Information. by TPI and ITCA) for safety practices�i 1R a * EDL 10.0 PSF DATE 06/09/17 .. to performing [hese furotl ons. Installers shall prowl de temporary bracing per ElCSI. unless noted othOr'w o • • Adlikhk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach , rigid coiling. Locations shorn for permanent lateral restraint of webs shall have bracing Installed per B�00 e ATE I :�, DL 10.0 PSF DRW HCUSR917 17160042 actions 83. 87 or 810, as applicable. Apply plates to each face of truss and post ti on as shown above and + it' IO' I 1 the Joint Details, unl ass noted otherwise. Refer to drawings 160A_Z for standard plate positions. 7 �^, •. /�. P LL D.0 PSF HC—ENG JB/DF A�LJ N I Al pi ne, a di vi sl on of 1 TW Sul I dl ng Components Group I nc. shall not be responsi b,a for any deviation from th�� (/A ••e ORO•ere• AN ITW COMPANY drawl g, any a bract ng obutl d the trusses.truss 1 n conformance el th ANSI/TPI 1. or for handl I ng, sni ppl ng. ♦/' b e l;e F ''•a ••a C\Aft TOT. LD. 40.0 PSF SEAN— 310405 A seal on thl s drawl ng or cover page 1 I eV ng till s drawl ng. I ne cotes acceptance of profess)art sngi ne ri ng �(�,("}• AL y� -y' respond hi I I ty sol el y for the design shown. The aul tab)I I ty and use of title dreel ng for any structure is the iljfth• (J ry Y 4 DUR. FAC. 1.25 responsi bill ty of the Elul I ding Desi gner per ANSI/TPI 1 Soc.2. -'7 2400 Lake Orange Dr..Suite 150 414y11MiON1U� Orlando.EL 32837 For more I nformati on see this job.s general notes page and these web d tee: SPAC I NG 24.0" J REF- 1W11 91 7ZO1 FL COA 60278 ALP,NE me al pi tel to.corn, Wi', www tpi net.org• pwd TCA: term sbci nustry can: ICC. www.iccsafe13o2glas Fleming Lie Number:66648 — 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - V1) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wi nd TC DL=5.0 psf, wi nd BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent Iive load. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead Ioad is 1.50. MFRS loads based on trusses located at Ieast 15.00 ft. from roof edge. 2X4 Ill 5 2X4 III i -ww1111111111All ■ ■ 4_9-2-11 rer 2X4(D8R) . 2X4 ill 2X4 III 1< 8-2-8 Over Continuous Support R=82 PLF U=8 PLF W=8-2-8 F',�„E���-"4 NRL=7 PLF ���,.. • {.{•Desi gn Cri t: FBC2014Res/TPI -2007(STD) a/0.45S �{,� Se*.• i• % PLT TYP. Wave FT/RT=20%(0%)/0(0) 16.,+, 2.0,403 . 1 T , /-/2/-/-/R/- Scale =. 5"/Ft. ••WARNI NG!•• READ AID FOLLOW ALL MOTES ON THIS DRAWING! i��' ' 0• e •• TC LL 20.0 PSF REF R917-- 20564 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • y Ai Trusses requlro extreme care In fdbrlUtimg, handl ing. shipping, I notal leg and bracing, Refer to and f 1 ; * • ' TCBDL 10.0 PSF DATE 06/09/17 the latest dei ti on of SCSI (Buil ding Component Safety Information, by TPI and RICA) for safety practl ccs 111a { to performing these functions. Install ars shall provide temporary bracing per SCSI. Unless noted otherw { AI top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach e n rigid cellimg, Locations shown for permanent Iateral restraint of webs shalI have bracing Installed per ® ♦ ATE se, C DL 10.0 PSF DRW HCUSR917 17160007 tions 53, 87 or 810, as appll cabl e. Apply plates to each face of truss and post tl on as shown above and n I the Joint Details, uni ess noted otherwl se. Refer to drawl ngs 160A-Z for standard plate post tl ons. '} ♦ • I�LI� N6'p� . Pi. 4Q"♦• LL 0.0 PSF —HC-ENG JB/DF I AI pl ng, a tll vi al an of ITN Bul 1 tll ng Components Group Inc. Sher 1 not be responsl bl a for any deur natig.on from to A 11... O�t ♦{ drawl ng, any fel l urn to but I d the truss I n conformance wI th ANSI/TPI 1, or for handl 1 ng, shi poi ng, .rt. /s .• i •e AN ITW COMPANY installation a bracing of trusses. ��, F •••{..•♦• �� TOT. LD. 40.0 PSF SEAN- 310495 A s«I on thl•drawl nq or cover pays I I atl nq thl a er«I rq, I mel utas:;'Zr:". egpne.of pror«al 00.1 .tpl Marl I1p 149/ �S O•,�� responsl bl I I ty sol el y for the design shown. The sal t.bl 1 1 tyI aha use of thl a dr«I nq for any atruet: I s tM k ry ► DU R. FAC. 1.25 responslbl Ii ty of the Bull ding Designer per ANSI/TPI 1 Sec.2. 2400 Lake Orange Dr..Suite 150 ' UW1lpn_laUt 006 —_.- _----_- — Orlando,FL 32837 For more I nfor«ti on see this j ob•s general notes page and these web sites: SPACING 24.0" J R EF- 1 W1 1917 ZO1 FL COA AO 278 ALP!NE ma www.al pi mel tw.coTPI www.tpi nst.oro: NTCA: www.sbcl ndustry.coat ICC: www.1 ccsafel3auglas Fleming Lic Number:66648 — 06/09/2017 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - V2) Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s) require special positioning. Refer to scal ed pl ate pl of detai I s for speci al posi ti oni ng requi rements. Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 SP #3 anywhere i n roof, RISK CAT II, EXP C, wi nd TC DL=5.0 psf, wind BC DL=3.0 psf. GCpi (+/-)=0.18 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent live load. design. Deflection meets L/360 live and L/240 total load. Creep increase Right end vertical not exposed to wind pressure. factor for dead I oad i s 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 AI 5 2X4 III �1CI _10-0-11 or 2X4(D8R) 2X4 II 2X4(**) III H 6-2-8 Over Continuous Support -H umttenan R=81 PLF U=8 PLF W=6-2-8 /5_ � S R /i///RL=7 PLF ♦�..• • ••.e -,./,w4". Design Crit: FBC2014Res/TPI -2007(STD) a * `� S�.�Y PLT TYP. Wave FT/RT=209'8(0%)/0(0) 16. 2.0, ,0f . 1 T : /-/2/-/-/R/- Scale = 5 /Ft. NGTOLUOING § : U. f '646' ' TC LL 20.0 PSF REF R917-- 20565 '•I IiOMTANT•• FIABII SN THIS ORM ND TO ALL CONTRACTORS I MCLIAI NG THE INSTALLERS. - . Trusses recall re extreme care In fabrlcat ing. handling, sbipal ng, Installing and bracing. Refer to and f I* C * =DL 1 0.0 PSF DATE 06/09/17 the latest will SI on of SCSI (Building Component Safety I nformatl on. by TPI and■TCA) for safety practices I • 1 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherw e • • top chord shall have properly attached structural sheathing and bottom chord shall have a properly attar A ATE ( DL 1 0. 0 PSF DRW rigid cal I 1 ng. Locations shown for permanent I eteral restraint of webs shat I have bracing install ed per .(] r •I(� HCUSR917 17160008 A��� eft ons 83. 87 or 8/0, as applicable. Apply plates to each fate of truss and pose[I on as shown above and1 � y, = the Joint Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. lie • ♦ LL 0.0 PSF HC—ENG JB/DF I Alpine, a tli vl sl on of 1 H Buliill ng Components Group Inc. shall not be response IN for any tlevl ate On from th ..ate FL erre o drawl ng, any fal lore to bull d the truss I n conformance wl th ANSI/TIN 1. or for handl l ng, shi ppi ng, rb�If�/�r�•/�•�s•�1,s�•O1`,;,♦•♦ of ses. AN ITw COMPANY Instal 1 I bill ty Ori el ygfor 160Athe -ThetdiforAhewnl M /fj'ry � 2400 Lake Orange Dr..Suitt ISO response bill ty of the Building Designer per ANSI/TPI 1 Sec.2. /n/rLw LH*'" Orlando,FL 32837 for more I nformatl on see the s J ob•s general notes page and these web sl tea: `+•seeMeeer^ SPACING 24.0" JREF- 1 W1 1917_Z01 FL COA 80278 ALPI NE' www al pi nel tw.Can: TPIwwa tpi nst.erg, RTCA: wwwsbci ndustry can: ICC www.l ccsafeIDouglas Fleming Lic Number:66648 06/09/2017 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. • (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - V3) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RI SK CAT II, EXP C, wind TC DL=5.0 psf, wi nd BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live Ioad. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 2X4 iii 5 ■ liriN +10-10-11 2X4(D8R) 2X4 iii E 4 2 8 Ovcr Continuous support] mum esti, R=81 PLF U=7 PLF W=4-2-8 fini_ aE /aRL=6 PLF * ",,•..-".Design Cri t: FBC2014Res/TPI -2007(STD) Jr . PLT TYP. Wave FT/RT=20%(0°/x)/0(0) 16.92.01. 3 O. ��gTY. 'F• F -/2/-/-/R/- Scal e =. 5"/Ft. • AU.•WARNING!•• READ AND FOLLOW NOTES ON THIS DRAW!NG! I • �' T� .wL 20.0 PSF REF R917-- 20566 ••IMPORTANT•• FIAMI SN THIS DRaRIMTIE I NG TO ALL CONTRACTORS I*GLNG INSTALLERS. • : ' Trusses requl re extreme care in fabrl call,g. handl l ng. shipping, Installing and brad ng. Refer to and COm o* ' f TC L 10. 0 PS F DATE 06/09/17 the I atest edition of BCSI (Building Component Safety Information, by TPI end*TCA) For safety practices p • n to performing those functions. Install ors shall provide temporary bracing per SCSI. Unless noted otherwl ATE top chard shall have properly attached structural sheet hl ng and bottom chord shell have a Properly attache�j it DL 10.O PSF DRW HCUSR917 17160009 rl gid cel l l ng. Locatl ons shown for permanent lateral each)nt of webs shall have bracing instal I ed per BC ectl ons 03. B7 or 010. as apple cabl e. Apply plates to face of truss and position as shown above and o A ' 0'11 I the Joint Details. unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. y 0 ae.•/C Q`—•�'+ LL 0.0 PSF HC—ENG JB/DF A N I AI pl ne, a di vi sl on of 1 TV Bui I di ng Components Group Inc. shat I not be responsi b1 a for any devl ati on from th s 1I •.G O R, • �•� __ 1� drawl ng, any fel 1 urc to bul I d the truss I n conformance wl th ANSI/TPI 1, or for hand!I ng, shi eel ng, �� e. •I AN ITWCOMPANY installation a bracing of trusses. y ..��ss/ Ta"�!"e e. 0,4. ' 0T. LD. 40.0 PSF SEQN- 310501 'respoes DI I I cy sol elseal on thi s drawl'g or cover y for the desi g�i1 shsee Thes501.1311i ttiWcy end usae of the sOA awl rqf fare any structure`i s�M ','14 U i't A� ,a� 2400 Lake Orange DI..Sidle I$o responsi til l I ty of the Buildi ng Des!goer per ANSI/TPI 1 Sec.2. TygyT� IUi%% � _DU R. FAC. 1. 25 Orlando.FL 32837 For more nformau on see this job's general notes page and these web sues. FLcoAx ns ALPINE www al pinel'tw com: TPI www tpinsLorg WTCA www sbcindustry eom: Ico www leesafeIDmLgla3 Fleming Lie Number:66648 SPACI NG 24. 0" JREF- 1W11 917_Z01 06/09/2017 1 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. JW (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - V4) Value Set: 13B (Effective 6/1/2013) (**) 1 plate(s) require special positioning. Refer to scaled pl ate plot detai I s for speci al posi ti oni ng requi rements. Top chord 2x4 SP M-30 Bot chord 2x4 SP M-30 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 SP #3 anywhere i n roof, RI SK CAT II, EXP C, wind TC DL=5.0 psf, wi nd BC DL=3.0 psf. GCpi (+/-)=0.18 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wi nd I oads and reactions based on MWFRS WI th additional C&C member Bottom chord checked for 10.00 psf non-concurrent live load. design. Deflection meets L/360 live and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4(**) III 5 r _� ilUI ■ 2X4 0.'11-8-11 Fr 2X4(D8 R) , 2-2- ver Continuou51Support UWig1/ R=81 PLF U=11 PLF W=2-2-8 HIgskikS nef iry, Design Crit: FBC2014Res/TPI -2007(STD) a a PLT TYP. Wave FT/RT=20%(0%)/0(0) 16 (2.0Z. 3' O. .r TY. i; F -/2/-/-/R/- Scale =.5"/Ft. ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! = • * T� _ L 20.0 PSF REF R917-- 20567 ••1 IWORTANT•• FURNISH THIS CRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' Trusses requl re extreme care In fabricating, handl 1ng, shipping, Install Ing and bracing. Refer to and foie," the latest edition of SCSI (Bull ding Component Safety Information, by TPI and RICA) for safety practices per TCL 10.0 PSF DATE 06/09/17 n to performing those functions. Instellors shall prowl da temporary bract ng per SCSI. Unless noted attache A a ATE top chord anal I nava proper)y attached structural sheath'ng and bottom mord anal l neva a proper)y♦ttache ; DL 10.0 PSF. DRW HCUSR917 17160010 rigid cel ll,p. Locations shorn for permanent lateral rostral nt of webs shall nave brace ng Installed per BC a sect Ions 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o /�M ' nIIII IO1 I ' the Joint Details, unless noted otherwise. Refer to d,rawlrps 160A-Z for standard plate positions. a�1e �* ae • LL 0.0 PSF HC-ENG JB/DF A I�U N ! AI pl no. a tll vl sl on of ITN Building Components Group Inc shat I not be response:di a for any tlevl ati on from th s'�/�V� •Pe •O R‘911:". ` drawl ng, any fail urn to boil a the truss I n conformance With ANSI/TPI 1, or for handl i ng, shi ppl ng, /�' ee ee.roe elf AN MN COMPANY Installations bracing of trusses. �. `x'61* t `�� �' OT. LD. 40.0 PSF SEAN- 310503 ng or cover papa I I.ting thl s drawl ng, I ndl cats,*noontime.of profess!onel . 1 neer)ng �tf °F\�e`G A po Be l l a tlreel t f•!-1 response bl l l ty sol sly for the deal gn shown. The Sul tab)e!Ty and use of this drawl ng for any structure Is he !fl/ '_400 Lake Orange Dr..Suite 150 responsi IN l I ty of the Sul I di ng Designer per ANSI/TPI 1 Sec.2. 4f/fitn+ , y'y��" DUR. FAC. 1.25 Orlando.FL 32837 For morenformati on see thi s i ob's general notes page and these web sites. FL CO.A 00278 ALP!NE' www al pi heft».colaTel we tpi nst.erg- aTCA www.sbci ndustry corn. ICC www i besefnIDwglas Fleming Lic Number 66648 SPACING 24.0" J REF- 1 W1 1917_ZO1 06/09/2 17 . THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - V5) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located wi thi n 4.50 ft from roof edge, RI SK CAT I I, EXP C, wi nd TC DL=5.0 psf, Top chord 2x4 SP M-30 wind BC DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind I oads and reacti ons based on MY/FRS wi th additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live Ioad. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. 4X5 —1 5 5 o D o +9-2-11 ,77 2X4(DSR) 2X4 Ill 2X4(D8R) L-1:22:13____-1-12,11_________—.1 Ic 6-5-0 Over Continuous Support H ,r IS R=81 PLF U=13 PLF W=6-5-0 FL. u4 RL=3/-3 PLF 4$,0\O t/��,•••••• • ••••••,". %) as6,.. . Design Cri t: FBC2014Res/TPI -2007(STD) a , PLT TYP. Wave FT/RT=20°/D(0%)/0(0) 16.62.01. 3' 01 ; R fyr+$TY. '�• F /2/-/-/R/- Scale =. 5"/Ft. "WARNING!" READ AND FOLLOW All NOTES ON THIS DRAW!NGI a Ti"IMPORTANT" FURNISH THIS DRAM ND To ALL CONTRACTORS I NCLUOI NG THE INSTALLERS. t �C _L 20.0 PSF REF R917-- 20568 Trusses regui re extreme care In fabrl ca t rg, handl l no, shl ppl ng, Installing and bracing. Refer to and Poi -1,441)L7� - the latest edition of SCSI (SW Iding component Safety Information, by TPI and NTCA) for safety practices p�`or� a * 10.0 PSF DATE 06/09/17 to performing these functions. Install ars snarl prowl do temporary bracing per SCSI. unless noted atherwl, ti.,, ATE 1 top chord shall nava Provenly attached structural sheathing and bottom chord shall nava a proparii attache �A DL 10.0 PSF DRW HCUSR917 17160011 rl gid col l Ings Locatl ons shown for permanent Iateral restraint of webs shall have bracing Instal Intl per BC �V t. 11 ,4�� sections 83, al or BTO, as applicable Apply plates to each face of truss and posltlte as shorn above and o e ' i�, I 1 the Joint Details, unless noted di ng Co po Refer to Inc ahs al I .t for sponslbd plate positions. e)�.a•,cL OR"' ..� LL 0.0 PSF HC-ENG JB/DF tlrawl ng, amyl vi 51 on of fol l ure Tol TW Dul Btll tM1en9russpi nents Group I conformancc ri 2ggANSI/TPI bl.rOSpforl handl ngansnidevl ppl ng�on from Ih s t�f,,{,�� .4•••ii r•w.•••. ` AN IrWCOMPANY Installation A bracing of trusses. �y, ss� �?leot# OT. LD. 40.0 PSF SEAN- 310453 A sag on thl s dr.l rig or cover page I I stl ng thl s drawl ng, I nal cotes acceptance of profess)anal arpl marl ng 1 N refponsl bill ty sol el y for the design shown. The sal tab'I I ty and use of thl s drawl ng for any structure I s the �'/��1��/..�0•R��...tot OUR. FAC. 1. 25 2400 Lake Orange Dr.,Suite I50 responsl DI 1 I ty of the Sul I ding Deal goer per ANSI/TPI 1 Sec.2. '-a/T�r iatts^" ,..___ _ Orlando.FL 32837 For morenformati on see thi s i ob's general notes page and these web si tes: FLCOAPDn0 ALPINE woe Cl pi men to coo. Tel www to.nst erg. NrCA www sbci ndustry cow. O owe,ccICsareDougla3 Fleming Lie Number:66648 SPACI NG 24. 0" JREF— 1W1 1917_ O1 06/09/2017 A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ill (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - V6) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, wi nd BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent Iive load. Deflection meets L/360 Iive and L/240 total load. Creep increase See DWG VAL160101014 for valley details. factor for dead load is 1.50. MWFRS loads based on trusses located at Ieast 15.00 ft. from roof edge. 2X4 Ill • si iiiiTiminimmimmis i 9-2-11 2X4(D8R) o 2X4 III 4-10-4 Ove! Cuilti nuuuSuppuPll R=81 PLF U=7 PLF W=4-10-4 S FLEit11*,4 RL=7 PLF O�''._t ' ••...�4 Desi gn Cri t: FBC2014Res0//TPp�I -2007(STD) .2' 471)t '��y' S�''•�• PLT TYP. Wave FT/RT=20/D(0/D)/0(0) 16.02.07.03 Chh1 !pTY.' /-/2/-/-/R/- Scal e =. 5"/Ft. ••WARNI NG!•.* READ AND FOLLOW ALL NOTES ON THIS DRAIN NG! S i V• • w NJ ••1 NPORTANT•• FDIMI SN THIS DRAM Nc TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • TC L 20.0 PSF REF R917-- 20569 Trusses require extreme care In fabricati eq, handling, shipping, Installing and bracing. Refer to and f � the I atest edition of SCSI (Building Component Safety Information. by TPI and BTCA) for safety practices e F * L 1 O.0 PSF DATE 06/09/17 dalhn to performing these functions. I natal l ors shall provide temporary bracing per SCSI. unless noted otherwl top chord shall have properly attached structural sheethl,g and bottom chord shalI have a properly attache4, w DL 1 0.0 PSF DRW rigid cel l I ng. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCL .� . ATE • HCUSR917 17160012 sections 83, 87 or 810. as appl Icable. Apply pl ates to each face of truss and position as shown above and cR „„p a G. All �1 N - the Joint Details. unless noted otherwise. Refer to drewi,gs 160A_Z for standard plate positions. tsar See. pi. ^,©P�.•e LL 0.0 PSF HC-ENG JB/DF H II ;- Alp,n a division of ITS Building Components Group Inc. shall not be1 responsible for any deviation free th s�j�� LIR y� drawl ng, any'fa'failure to build the truss I n cnnfnrmance ei th ANSI/TPI 1, or for handl l ng, sn1 ppl ng, �I e. 1`...e � AN irw COMPANY Installation A bracing of trusses. +0 68n a..mt.. OT. LD. 40.0 PSF SEQN- 310415 A semi on this drawl ng or Cover page I I stl ng this drawl ng, I hell otos aeopten a of profess)onel engl neer)ng '''i t7 �f�/ >. responsl bill ty solely for the deal gn shown. The eel teal I I ty and use of this drawl ng for any structure Is the fy4 V A� .Y 2400 Lake Orange Dr..Suitt I50 responsi bl I I ty of the Bul I dl ng gaol goer per ANSI/TPI 1 Sec.2. fW Ipµ DUR. FAC. 1.25 Orlando.FL 32837 For more Information see this Jobs general notes page and these web sites. wTJy�+ � SPACI NG 24.0" JREF- 1W11 917 ZD1 FL COA#0 278 ALPI NE: www.al pi eel tw.coma TPI www.tpl net.org: BTCA, www.sbci ndustry.corn: ICC'. *00.1 OosafaDGMgla s Fleming Lic Number:66648 — 06/09/2017 ) 1 . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (16610-:2788.0 SQUARE FEET -- 710 SAILFISH DRIVE EAST ATLANTIC BEACH, FL - V7) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP C, wi nd TC DL=5.0 psf, wi nd BC Top chord 2x4 SP M-30 DL=3.0 psf. GCpi (+/-)=0.18 Bot chord 2x4 SP M-30 Webs 2x4 SP #3 Wind I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS Ioads based on trusses located at least 15.00 ft. from roof edge. s 2X4 Ill —AlgH iliiiii ■ +10-0-11 V 2X4(D8R) 2X4 iii 2- -4 Over Conti nuous pport MtlGigµ4 R=81 PLF U=6 PLF W=2-10-4410;‘41....S Ftt'M�o,� . .... Desi gn Cri t: FBC2014Res/TPI -2007(STD) z .'(.7: + V- `.� PLT TYP. Wave FT/RT=20%x(0%)/0(0) 16.02.07. b1 .t+gA$TY. /-/2/-/-/R/- Scale =.5"/Ft. ••WARNING!w• READ AND FOLLOW ALL NOTES ON THIS DRAWING! t iREF R917-- 20570 ••IIPONTANT•• FURNISH THIS oRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. ♦ e : `Ty�C� L 20.0 PSF Trusses requl re extreme care In fabri cati ng. handl 1 ng. %hi ppl ng, I nstal I1 ng and bracing. Refer to and f R the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety Practices F� i ill... L 10.0 PSF DATE 06/09/17 to perform)ng these functl ons. Install ors shall provide temporary bracing per SCSI. Unless noted otherwi top chord shall have properly attached structural sheath),g and bot tan chord shell have a properly attache ,�qq 6 rl gid call I ng. LocatI ons shown for permanent I ateral rostral nt of webs shat I have bracing Instal 1 ed per B �y •,„, �� : DL 10.0 PSF DRW HCUSR917 17160013 A [ N het Join 83. 87 or, unl as applicable Apply pinto to winM1 face of truss and rdx ll to pasO shown above and wF� O P ' I�) r t tMPine^taoctal tlivislon afess lTR euiltlirg Componenotherwl se. tsfer to eroup�naishallngs bootZfor standard be respansiblapforeanysi ti aevatlon frau to s. 'a �j •+ _♦+' ,�••aa• LL 0.0 PSF HC-ENG JB/DF �1 F drawl ng. any Pal failure to build the truss I n conformance Ci th ANSI/TPI 1, or for handl i ng, shi poi ng, fj' '+aaee�fee4a �` OT. LD. 40.0 PSF SEAN- 310417 AN Il'N/COMPANY install at an a bran ng of trusses. {4 A seal on thl s drawl ng or cover pegs I 1 stl ng this drael no. I ndl cotes aeceptand of professi one' .pl nest ng '1 611° /f'N/�! �', responsi bi I I ty sol el y for the design sheen. The Sul tabs I I ty and use of thl s drawl ng for any structure Is the *44V /y L _.a DUR. FAC. 1.25 responsl bll lty of the Bull ding gest goer per ANSI/TPI 1 Sec.2. ! us" 2400 Lake Orange Dr..Suite ISO rnigsa MJI11 Orlando.FL 32837 For more I nformati on see Chi s)ob's general notes page and these web sl tea: SPACING 24.0" JREF- 1 W1 1917 Z01 FL CO.A 80 278 ALPINE' www. awww al pl net tw.corn. TPI www.tpl nst.erg: WTCA: .sbci na Oustry.corn, ICC: cow.i oosafeDi 1gla 3 Fleming Lis Number:66648 — 06/09/2017 • Coi-iiwn,al,y: Deflection and Camber Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of toads. Providing camber has the -- following advantages: Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (ver+ - ' • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertaca.. characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to "sag." Roof Trusses • Avoids 'dips" in roof ridgetines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) n accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.15" (horizontal) 125" (horizontal) .ocation, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live toad, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0,25 x Deflection from Live Load) + yore restrictive limits for allowable deflection and . Actual Dead Load slenderness ratio (L/D) may be required to help _ontrol vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note The actua td;d ray be considerably less than codes may exist that require exceeding these the de E�c�,.. 4, recommendations, or past experience may warrant using ..... • .5.7•• ., more stringent limitations. 03.0‘) Se:V• eeVARNINGiee READ AND FOLLOW ALL NOTES ON THIS DRAWING! Y REF DEFLECy' eeINPORTNITwe FURNISH THIS DRAWING IC ALL CONTRACTORS INCLUDING THE INSTALLERS. �• er• � Trusses eecuire extreme core g -insto ling arc!brncng. Refer to and s j follow the latest edition Of SCSI naLon• by TPI and SSCA) for safety *. ; * • * DATE 10/01/14 oeactces prior to perfornng the - i. provide temporary bracing per SCSI. • • - -- Tr-. ,..-^,,`N, :mess noted otherwise. top chord shall have p Op y Dattached tructura, sheothng and bottom cho . • 1�WO DEFLCAMBIO: `/ small have a Yccerly attached rigid ceding. Locations shown For permanent lateral restraint of webs : ATE + : /'FI r.,--,..,,i hall hd have brae g installed pe SCSI sections 33 B7 or DIG as ppl aloe Appy plates t Face te! 00 s • z- I I Pif s i.d pGS TGA 5 sh e k d pn th@ Jo4 t Details. ss noted otherwise 1:..451,p �� G�� ( .J � f t dr s 6CA Z a 9 tl in:e pas - At d V S id'.g p is C. W p 4 c t e es sd:e Far any de tc^ From,��t O •._ 4.OO`�.-���� , n\I'W CvMfP.ti" - ,,,:-s a,y Fo u• a 5 d a t.asg c fc•-pant Y, akS i r fcr hcndii�+G srt=-ng. 'Y7 A%(<.. ,..4. `\ ♦�"`]_ a9ew s^9 us professional '�4. ••►...e•t• A 1 on this nsoi cover page hes this n aitabeifence of /� _.,,A) 4-"N Suite Riverport Drive engineering responsibility tyresponsibility solely for to design ho The a pity I e of n d. drawing 11#22111\141". /y t1►T Suite 200 for any stn t the po s a ty of the Building Designer p ANSI/7P1 I Seed. T7„ Maryland Heights,MO 63043 (u iis�'' • ,e '-•--r..' ".. LingBJac F]eatin�i it NumhPr•6AhdR 06/09/2017 l NIP t CL Reinforcing vemoer Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. I is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,li �, Apply to either side of web narrow face. ,� Attach with 10d (0.128'x3.0',min) nails V of 6' o.c. Reinforcing member 's Notes: a minimum 80 of web , member length. �, This detail is only applicable for changing the specified CLR , shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. hilt... For minimum alternative reinforcement, re-run design with appropriate � reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, SCO,b Reinforcement 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. M Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2A6 at 6' o.c. Reinforcing member is o 2x6 2 rows 2x6 2-2x4(*) minimum 80% of we{a member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf. I I-reinforcement, L-reinforcement, er scab reinforcement to be same species and grade or better than web member unless specified otherwise an Engineer's sealed design. I (*) Center scab un wide face of web. Apply (1) scab to each face of web. Z • .. 04'1411M tali r4 ---- .r.G�►g !cLELW. o. a•648 wwVPRNIrCAw READ AND FOLLOW ALL NOTES ON THIS DRAWING! — l'. -"-.- -' c w•IMp6iTIW 1ww FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • r `- Trusses eeaure ertrene core in fabricstirg.honing. shooing, installing and bracrg. Refer tc r _- ikk • •'.-itioyer. 4,- ' - _ r follow the latest eo:tion ar BCSI :Building Component Sorely Infor,otion,by TPI and VILA)for safety A ,, i rr L. _ - .-' ‘`` proctices uric. to perFarr.ing these functions. Installers shop provide temporary bracing per DCSI. r _ --- T r `,, Unless noted other... top chord shat. have properly attached str,CtUrot sh h'g tnd bottom Chor i 1 _, lv L 13 .1_ nr shall hart properly attached.. id ceiling ac chs sr.own far perranent lateral restraint of webs s /t . ATE ; /^�' ^tel I snap have aroc' C� stall BCS sections a3 B7 or RIO,as a cable Appy plates to POC'. fare S'V . /�/(�y�yi(� — /L r1 J 11 i• of truss o o Cos o os shownado a don the Joint tela It,u�ess Hated otherwise. i � /� �b •'• Li 1• ,....i u— ��\ J I Referto d c .E^.t Z f "a.d d plate n. �� ••/� O .• � � �i I_ I _ R1 AN `4Y COWAN' t aP' ,•, Co t u__'` r .- I cnib for r._ ry d r.,.. ,,.o.. *y r.� rrs+Or• ` irstai A t t on the:drawing 'over page listing to.,-:oras ) 'O tem eptornc of professional y**it V/ON/f<! -- 13723 Riverport Drive engineering a pon�b?ity solely for the design shown Th t bility and re of thisdrawing //k,_. 'Y AL L I,. - For onu� JiiCe Suite 200 y structure is the responsibility of the Building Designer per ANSI/TPI I Sdc Maryland Heights.MO 63043 ritrii.i. 8.., _ . ,..-.... r..-.,.',,,r. ii..r -4....4,...:r,' _. - ..• _ . - 1nng� FPmm�I iCNumhvr•6hhdX 06/09/2017 Galoie . nuc+ keinf orcemer-t Jetc1it N�-. / - JO: 140 mph Wind speed, 15` Mean Height, Enctosed, Expostare C, Kzt = 1,00 Or' 120 rah Wand Speed. 15' Mean Height, Partially Enclosed, Ex osure C, !tzt 1.00 Or: 120 Non Wind Speed, 15' Mean Height. Enclosed. E,posure 3, Kzt = 1.00 Or, 100 rtph Wind Speed. 115' Mean Height, Partially Enclosed, Exposure 0, rzt = I 00 2x4 Brace ?FS 1x4 'L' Brace e 'c11 2x4 'L• Brace =1c2) 2x4 •L• Brace *a c11 2x6 ' Brace • c2N 2x6 'L• E'oce 40 ! Bracing Ge-cup Spec es anx Gracie's: Gabe Ver-tical No 1 pacing Spedes Grode Broces Group A Group B Group A Group 3 Group A Group B Group A [Group B Group A Group B I Group A: Borate_Pine-Fir _ Hera-F;r ` r #li f 42 4 '3' 7' 3' 7' 7• . 8' 7 8' NII' 7D' 3' 10' 8° 13' 6• 14' 0' 4' 0 I4' 0" 1'1 42 Stondard a2 Stud `� I .p I _ #3 4 _y 6 7° 7 I" 8 a 3 10 iD I` IT 6• 13' 4' 13' 10 4 0 I4' 0' i E3 tact * s .. Stud 4 , 6' l 7. 0' 8' 6' 8' 10' IC' I' 10' S' 13' 4 23' 10' 0' 14' 0- SStandard 4 .' _ 5'_8' 6' 0° l` 7' 8' 1' 10' i' 10' 6' 11' ID' t2' 8' _ 14' 0" ! 9ouclosy3r-Lmrc r e+�3 F'._ I #: 4' 6' 7 4 7 7 8' $' 9` 0' 10' 4 10' 9° 13' 8' la' 0' Stud d _ ) #2 4' 3" l' 3' 7' 7' 8' 7' 8' 1.1' 10' 3' 10' 8' 13' 6' 14' 0' 4 ^' 14' 0" 1 j S:andorct l Standard .$ � #3 4' 2'� 6. 0' 6' 4' p 11' 8' 6' 1.' 2' 10' 7' 12 5' h3 4' t 14' b 14 0' 1 I;oj DFL Stud 4' 2' 6' ©' 6' 4' j 7' 11' 8' 6' I0' 2' 10. 7' 12 5• 1 Standard I 4' D' 5' 3' 5. 7 0. 7' 6' 9- 6. 10 " ; 11 Group $ r.,— #1 % #2 4' II' 8- 4• 6' 8• i 9' i3' 13' 3' II' 8' I2 c' ` 14' 0" [ e�+-Fir -i'-` _ 111-' e3 , 4' 8' 8' I' 8' 8' 9' 8' 10' I' 11' 7" 12' 1• I 14 0" r4 D' 0' f $ Btr `r Stud 4' 8' 8' I' 8' 6• 9' 8' 10' 1' II' 7• R I2' I" 14. 0' 14 0' 0' StaNarinrd 4' 8• 6. 11' 7' 5' g' 3' 9' II' 11' 7' It 1' 14 0' i" ! ' I I #i } $` I' 8' 5' ' 8' 9 1 - 10` 4' 11' 10 12' 4' 14` 0' 14` 0° A 4 t Lr-- I SF 2 I 4, _ — — — # ti' 8' 4' p a' 8 10 3' 8 ic' 2 14 0' 94 0 4 L ea 1 #3 s 4' 9' I 7' 4` 7' 9 __ 1L' ;' a' 12- I° 14' D" 14 0' 4 « , `i _ _._ ___ _ _ __. - 4 p o_t& stnoli be - 3 -•1Tr4i3-�a.Fd Bo, 1 q 'I- ' Studti 4' q• 1 7' '4' t 7' 9' t _ 11' 8- t 12' 1° 1 14' 0' 1a r--w -- .x*For I x 4 Se, Pine :,,se tray ledoestetat SS i i S'.'6rooiariG ' 4- $' i o' 5. 6' :,. c 2- 11' 7' I 12' 1' , 13" 6' 14 _ Industriol 45 Stress-Paced Boards. Gra:,.: ti' #1 ! 42 i 5' S' I 9' 2' I 9' 6' 11 3 II' 8' 4 13' S' 14 4' _ void's ...ay he used with to pr odes odes -_ _ , i1 #3 1 5• t' 1 9' 3 . 9' 4' 9' it I' 12' 9' . 13' 3' i a' 3' Ga e Truss Ile:ai, dotes !`: i_'':' t- I Stu,_, i 5'' 1' 9' ^v:" 1 9" 4' j 1.3.- S' 11" I" 12'' 9' 13' 3' . Vied Lao9 deflection criteennr in L1240. c rM •a 8 F 0 II' I; F2' S 43 3 - uplift co rettsa+s cor 55 p f over #; ; a: t c• ,� �, -J .. -i` 4° i3' 0 ! 13 tr k4' p, 14 Q' ¢L- �rantllnuaus benrtng CS Rsf ?r .n,Emd ..oad3. s i ,._?r ,_ _ 12, _ 4 C. •;- aab.e v^.c1 scrppar t, toad ?ram 4' Cr' aaatlaaFers a • 5 5` -- - �. .,� #;; 5 8' 5. `+' j .i- C' 10' IIs 4 I 14' 0" iz' __ti r1tM 2' "?' averl,ang, ar E2• Rlyeaad overi3ang. e � 1 1 a' D I Stud ! 5` 8 5 t 5' 1 1` 2" 12' !0' 13' 4" z C c 14' j Staltdnrd 1 5` 7 .-1---i77°- i 1£` T 12` 9" _ F3' 3 It C' __... _. 14' J' . ��---- Syne. _.....---- Attach 'L' braces ritln: 10d cel&9°x3.0" nen? naps t_. - Abouti� t M ,Lob=e '*;ass 4` For it) 'L' ioraea• sflmce nails of 2' oc. A . :r, 19• end zones mrd 4' c..c. between zones. '4ogana. brace co -a : ''' w i //f -,,x;-0, i2: 'L` braces spore rafts at 3' n;... { f✓ i le' tend teres ord 6' ac between zones yen t'cai tengt'r ay be i'�'-1 r t C -...,, oaubkei wtxn oto , ' b Icing :*oust de 0 n+nimur of 6a c"+ wc. grace -2 used'- Cornea-. - 1 ;II -2 .-ee IMgtn 4-agonal brace far 4564 II ! 1', _ . • 'i;. i j Galale Vert3cat Ptnte .i_es at EdGln anti Han kat rl 7. i 1 ` -ctca :e••gd. is 14'. , f f I "'-ter, _ 9 pklte r .r t �' ver ai i.en to 'has S /; r2<4 ?E_L 112 or i - - - „ens r 4- t1' t\4 ar 2x3 7' ,center dlagonoi - ::xreatlw :eon 4` C' 3x4 I 11 \ert•co er-vnn slid**, i onoce: stogie I i , 1IRg1411/ or d© rte cwt �C C( Aye t`/1-') 1 '��' ',DI 3r-eon.^ at 3 � ZEfea' to CO""rtar' tr4S2 be Sign f C' r :open era. P e•ir Rea:.. TRtte, mr.� Keel Rto Rrs. nt �,�,.- onh. o,.' e�\.. Sirww.• / Peyer to the BwLdng Designer for contatdrs .,_ .' .i ? not oadres ed y errs dotal. . r:. . •. r:,. la :ara,� � .. ,... t ak'Ov-r .•^ �f cis•.:,; .. ! :er Zr _.. AeWARNNGNsA READ AND FELLOW ALL COTES EN THIS BRAVI/GI • 0. ; •648 II 1` �1SC.r ^- -'..�• wDIPEIRTAN1rn FIFWALSH THIS BRAVING To _CRMRACTUPS INCLUDING 111E INSTALLERS A • Zr,,,..,re@,.','r e ti,i.,,,e ca •sr..i-moricotMp.4.arx04SP-471,,i,e-su.lrtg arra arocMp Cofer tc 4rnC • e It. E '0 0 a�pdr the latest C-ASIC d H:It B+antorg C erCtert, safety t BCo r- c444•Its •i : A L 1Ct!'L18 es.a ,ott4 ami,..... top -0rd Ancil bort pep,x 4y mt pc G tt t.ee sMo r g aro c C, 0 e A DATE -rant , m TRl o d S S r a t,c*e Fria. ee preL g these f/ncttars etc e s x or'- Fro d+N tr pard y ge try pe & - _ ,r s a Ns o a property attaCned cooling Loc tiros ninon,f pt .onhA in4 fn of $ p e ' p r,---,----, ?-. seta he01.b'scl rt Lar ae4 pe. BCS[ se gena 83 87 r 3 an opalcolole. Y c 1a room,far. �` •E l ^+ ,.- l f t'�� t' <, UTE and pCF 54? 41 SOO ahoy*Ann Cl',the clot belt 0 ...Nevi✓,@ter,i- '* '0 Iyy op e :r'" \ _ Ce°er to cr.0+^fs:e7A _" startiar4 date POA tCC,a- �I, 4• J ee ,L` ATE w� Al b. __ ,kp , a 4x+E 4r TW 1 NY f^ C.cr..rree TA .rC s.,,,,:4 ..u' re ecce.^=r: - ', •S', /�•t� U' •-� ' ,�\. R �c1 '''V'' '.t:-:......', "."4 a•cnr,g, a+,y - e vu,�y t.r tens-. -rr�c•ne.=ct*:,tet 3:.."`ot i. :. ?� n ••evw..e.=ee� � resa pew theta •moi Indtcotr<orceptorvcr of prorr.•:tor.Ci �/� SY �V A.ra met Hes oro pr rover iii *eh at-e :�. 13723 Riverport Dose *wintering cperrcbpity ashy For tM derJon wham The'8sdt*W[ty Ona use of !No droeerp �f'j 4l f1��-,A� Suite 200 for Arty ntrurtver is the rerprookeity of ere I..I,0sl Be8Cprer pre ANC1/INN 1 Ser.A. E/J�,{tf,p2_IIA tis _ .. __._. Maryland Heights,MO63043 . ., - - - JUfI'17 �/M _.. tee '.e . '•' "• 11pn1Iint Fleming 1 it NiunthPr.G6645t 06/09/2017 II it ii EcicAe De -tail ('I; For Let-in Verticals ''• , Gable Truss Plate Sizes About4 + . Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. P G1®Refer to Engineered truss design for peak; splice, web, and heel plates. © ©If gable vertical plates overtop, use a single plate that covers the total area of the overlapped plates to span the web. Goble vertical Example 2X4 Length © © typ i % 2X4 ell % 2X8 'T' Reinforcement Attachmen+. Detail I 'T' Reinforcing 'T' Reinforcing 0. !All Member Member © Ilki © Toe-n¢il - Or - End-ani'. + + 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 10d Common (0,148's 3.',min) Nails at 4' cc. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, specie, and grade of the 'L" reinforcing member. Rigid Sheathing Toenailed Nails 10d Common :0,148'x3',min) Toenails at 4' a.c. plus ','Web Length Increase w/ "T" Brace 4 Nails X (4) toenails in the top and bottom chords. 'T' Reinf. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing I wind lona. 2x4 30 Member 2x6 20 I. ASCE 7-05 Gable Detail Drawings Example: A13015051014, A12015051014, 411015051014, A10015051014, A140150511014, ASCE 7-10 Wind Speed = 120 mph Gawp Nails A13030051014. A12030051314, A11030051014. A10030051014, A14030051014 Mean Roof Height = 30 Ft, Kzt = 1.00 Truss� Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o=. SP #3 4' o.c. A1I515ENC101014, A12015ENC10:014, A14015ENC101014, AI6015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A200I5END101014, A20015PED101014, 'T' Brace Increase <From Above) = 30'% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A2003CENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinf arced Gable Vertical Length S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815; 1.30 / 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, 520015END100815, 5200 ... Iql . - _ S11530ENC100815, S12030ENC100815, S14030ENC100815, c .'II I ':Cfr! �kW'i 4 Nails .K l` S18030ENC100815, S20030ENC130815, S20030END10081 -,e,-., . Aw,4, ...'II AL Ceiling See appropriate Alpine gable detail for maximum unr: `"R-�l�g v 'lk�tij. •• L ••VARNINGiw•READ AND rOLLOV ALL NOTES IN THIS DRAVINGI e I o. wre • '8 I REF LET-IN VERT •w11PORTANT••FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • -- Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to aro- ♦ * DATE ''.0/01/14 follow the latest edition of SCSI <Buildl10 Component CaFety Information, by TPI and SBCA>far safety • r practices prior tc performing these functions. Installers shall provide temporary bracing per B'",:. • f moUnless noted otherwise, top chord shall have proper) attached structural sheathing and bottom char DRWG GELLETIN10'1 ,-------- shall have a property attached rigid ceung Locations shown for permanent lateral restraint of webs b'G ATE • ♦0-I /^�Fl ^ .x w. shall 'nave bracing Installed per SCSI sections 63 B7 or BIO,as applicable. Apply plates to each face rV ♦ •e /L'I' ':C._F.,-.N., I i of truss a d position as shown o d o he Joint Details unless noted otherwise. 1/S,:12% . a j �/ LI I Refer to drawings 160A Z forstn p to positions. jA7•1 e♦ P Q nt.r 44 ��, Alpine, o - f ITV Svloing - P s Inc shall of be responsib;e for any deviation From ��A•�♦ Ol�N ♦♦♦ AN "Al COMPANY this drawing,any failure a.nce with ANSVTP1 1,or for hardl'n sapping. �I�y�" ♦er♦M�♦r ♦ �A 1 ) ;") ..F .G bulls h t c..rfcr 9. \� ♦ e tij nst seal ' is drg F :r-,coveses OVV A seal on this drawing or cover page listing this draeeg,indicates acceptance of professional ryj� t F _13723 Riverport Drive engineering responsibility solely for the design shown. The suitability and use of this drawing 4fj #MA1. t' r/ - - f Suite 200 for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec,2 J''�Ma�aitalIN� :or, this ,ua s gene- -s POU ' these wea s..te', lT7+wI/IilNs I I. X ‘`.[2(' ,` s iI Maryland Heights.M063043 iii- • w_em: D etre:pmstcrg. ;BCA w w sband s•ry Jr".; ICC www ccs ' argn'gb,r. - b ng Fleming I in Nu r•F!6dR 06/09/2017 r � Valley Detail .- ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SF #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 tatter than 7-9' apply 2x4 °'° 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 1001 box (0,128" x 3.0') nails at 6' o.c. In lieu of 'T° reinforcement, 2x4 Continuous **Attach each volley to every supporting truss with Lateral Restraint applied at mid-length of web is perm tted with diagonal (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. Dr property attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation. Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24' o,c. or- as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Dr as shown. By valley trusses used in lieu of purlin spacing as specified on • Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from **w Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members. beneath the valley is measured along the slope of the top chord, All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 4X4 I 2X4 3X4 12 iiiValley 12 Max. r Spacing 1 2X4 �X4 Pitched Cut � �� Bottom Chord Square Cut, Stubbed Valley Optional Hip H 8-0-0 max — I Bottom Chord End Detail Joint Detail 4X4 Valley oe- }lied Valley �� :I/ Common Tf,u5sel 12 at 2 " b_ 12 Max. i 1 X3 \''..'''''i"--. 7,1 , vglleY Set i 1X36-0-0 ���k* at 24' p.c. i 1X3 '(Max Spacing) 2X4 9`-)‘‘Cog i , \� • ------ 5X4/SPL ni u 1X3 S9� 4. I I I I I I I I Gj 1,d ; -russes _Partial :Framing 20-0-0 (++) a �QvV' •< ' . ,-_4" 0,c. _ Plan Supporting trusses at 24' o.c. maximum spacing. V' ��(? i r • . % •64$ - <•VAIRNINGIw:READ AND FOLLOW ALL NOTES DN THIS DRAVINGI J O 30 30 40a,r VALLEY ]_- • ••INPORTANI•w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : • - -- L. Trusses e in fabricating,handing, shpping,installing ono bracing Refer to • y, • 7P SF the -t U BCSI (Building Component _efety Information. by TPI and SBCAI for safety `k 7L �- 20 15 7 S DATE 10/01/2014 ms`s p'octices prior to per f or-'ng these functions Instouers snail provide temporary bracing per PCS, • • _= !� r� _ Unless note otherwise, top chord shall have properly attached structural Sheathing and bottom Cher • , 1 0 10 10 ;� 011 ' """"`ti.y , snot! nave a properly attached rigid ceiling. oc 'ons shoe,, for permanent lateral restraint of tens ! :• `/ snot! hove b 'g installed per DCII sections P3 B7 or DIE. as applicable. Apply plates to each ince �,r►• ATE VA pf tru8z and a Gn as shown nb0 e a tl p .he Jo: t Details, unless noted th<rtise. .¢7 . .. _ 0 // w r G I �� �\ r- Ref -d d a as 15CA-Z for s'o tl elate p 5 O s. s Or Z .• P `'•••• �•. (`1�I - A'p . o d s of ;'V Building Components Group Inc. snail net b^ r ,,s1' any devat':n from �14D0.AA-w•e, L OR ••• � -- 5� 57 _ . TW COMPA':`, hS prowing any failure o ed .he truss n conformance withp PNCI,TPI lc or far hanteing snop'rg. �. (1, ew4•.sw•• A loon thisdrawing page listing this drawing.Indicates acceptance of professional �/,i T•? e - 13723 River ort Drive engineeringresponsibility solely for the design shown. The suitability and use or this drawing l S�aNA...�� L_h 0. ;25/1 Kt K_ .1`5 •L I'.. Tort for any structure I•. thw .ponslbitty of the Binding Designer per ANSI/IPI I S .P. L t* Suite 200 'll4e�PlY� ...\ Maryland Heights.M063043 n. ,nn r.: .a._... ..n::'.. ',,' n.,n '..:. .c'y: .res r <-- Tlruiglac Fleming T it Number•Afi6452 . 06/09/2017