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825 Sherry Dr RES19-0056 Truss Engineering RevisionCityofAtlantic Request/Correction BeachBuildingDepart toment Comments **ALL INFORMATION GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 HIGHLIGHTED IN (tr `'' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: eF lt- u054, IV(evision to Issued Permit OR Corrections to Comments Date: j Ii�S o,1 I `l Project Address: ''Z...,S S t_kg(42-3A9.0-- Contractor/Contact Name: 54kOt�f c. Co)42AGr,AJ6 S:-TV_A7-4 Contact Phone: gQ14 q7 I? C?52,0- Email: O 'itiht-Ci>—i4, • GCA/ } Description of Proposed Revision/Corrections: T 2-Js s Ems!6[k.iG f Jh vs- IA. I L[, Q cw/\ C--){Ztc.-1 1 Al... St (3•AA I s 5 l OK, I 3A,244,, c-(Y£ti-.5 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • W. proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • Wiyproposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) s *Signature of Contractor/Agent• j!� ice Use Only) #n1 Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Du $ .5 C.d0 Revision/Plan Review Comments A4 /vct A , i c F L 1- p -o L ca 0. a fC y /210(„P re-42. Department Review Required: -(1- Buildin� J r Planning&Zoning r Reviewed By Tree Administrator Public Works Public Utilities /1 • 21'7? Public Safety Date Fire Services Updated 10/17/18 ¥„,304s-tt#aLp This document has been electronically signed g• =FL . and seated using a Diggs!G;gn —c.PrRIcd copies without an original signature must be r i ,V b. ,r `4. verified using the onginal electrorac version. �E *, Alpine,an ITW Company n�� V,�C`'yo"` *' 6750 ForumSuite3 5 y 4. Drivc, C �t-, Orlando, FL 32821 ALPINE'¢ l� 84 Phone: (800)755-6001 t.- www.alpineitw.com A / #0 278 SU MISSION# (log v .1 4:1, STATE OF gjC�c� i 03/08/2019 I Reviewed No Exceptions 0 a Rejected 1's itz, y�+1tti\(¢`V [� Z Reviewed Exceptions Noted 5 MrormaOtm Only L��'° )...�+s*►ti°�fit/ [] 3 Revise&Resubmit l0 t. t3 4 hy: s.+ew<a¢,t.orsen<.a;n„,rmmc<wmtneRroer.r<¢uremerssnent<enc. <,,., t c re, atetor „ .onsntercy inch the prq<aG<sKntyrc<pt.dm renew does nos relieve the Co ctf ro.es¢mufalry for � err¢rs err Cmbtgnt in Eesy fw vehieh the ContrXYa¢r mr esn on I fee can. aY•epi.ot cO [s of 1,e .�ntnR DO[Yments,and teethe tsle and SucW3lfWeyynStruCUtM¢f the w•, .Thit er WOan hot rye '�CDnt m<tAOCt,techni¢ueR s<W<n<es.inC ep<ra[ions Of tP c¢ns•% wYf OFFICE COPY ncWenti ureet¢,rhtlsaethesae rea ::: :: : ra Date 7 3—/`�_iNDER G' Q Checked by: Al —witalll Signature: .st / torgrzf r Site Information: ..-- Page 1: Customer Gleckler&Sons Building Supply Job Number 685219B iJob Description: (SHOUPPE CONT)825 SHERRY DR. duval ct fAddress: ATLANTIC BEACH, FL 1 Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1208 15 JRef#: 1WJ893530015 Wind Standard: ASCE 7-10 Roof Load(pdf): 20.00-7.00-0.00-10.00 Wind Speed(mph): 130 Floor Load(psf: None This package contains general notes pages, 31 truss drawinn(s)and 3 detail(s) Item Seal# _Truss Item Seal# Truss 1 067.19.1619.38290 A01 2 067.19.1619.41907 A02 3 067.19.1619.46370 A03 4 067.19.1619.50160 A04 5 067.19.1619.53270 A05 6 067.19.1619.56117 A06 7 067.19.1619.59133 A07 8 067.19.1620.02237 A08 9 067.19.1620.05250 A09 10 067.19.1620.09730 Al0 11 067.19.1620.14177 All 12 067.19.1620.17640 Al2 13 067.19.1620.20953 A13 14 067.19.1620.24043 A14 15 067.19.1620.27420 B15 16 067.19.1620.31287 B16 _ 17 067.19.1620.35713 B17 18 067.19.1620.53277 B18 19 067.19.1620.56710 B19 20 067.19.1620.59390 B21 21 _ 067.19.1621.02023 HJ23 22 067.19.1621.05013 HJ24 23 067.19.1621.09347 HJ27 24 067.19.1621.13093 EJ28 25 067.19.1621.15943 EJ29 26 067.19.1621.18683 EJ33 _ 27 067.19.1621.21610 CJ34 28 067.19.1621.24173 CJ35 29 067.19.1621.26630 CJ36 30 067.19.1621.29210 CJ37 31 067.19 1621.36327 CJ38 Florida Ccrt:f;cats of Product Approval val#FL1909 Printed 3/812,019 4:21:44 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest & Paper Association, 1111 19th Street, NW, Suite 800, Washington, DC 20036; www.afandpa.org. 2. ICC: International Code Council; www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustry.co Page 2 of 2 • SEQN:923244 COMN Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1WJ893530015 T8 FROM:RH Qty: 3 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1619.38290 Truss Label: A01 / BAF 03/08/2019 611"1413'6'3 20' 26'5"13 33'0'2 40' 6'11"14 I 6'6"4 I 6'5"13 I 6'5"13 6'6"4 6.11"14 I =5X6 E g 3X4 '',-3X4 D F 12 6 V 0 5xG 6 5X6 - C \/\ /''''' ,1. 3t3 A/ l _421' w3X6(A1) =5X6 =5X8 =5X6 =3X6(A1) i 1 40' 1 r6" 10' 10' 10' 10' 1'6" I"- I 10' I 20' I 30' I- 40' I H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.206 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.354 K 999 180 B 1766 /- /- /884 /402 /312 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.069 J - - H 1766 /- /- /884 /402 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.118 J - - Wind reactions based on MWFRS Mean Height:25.97 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.8 TCDL:4.0 psf H Brg Width=4.0 Min Req= 1.8 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.521 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.572 Bearings B&H are a rigid surface. Spacing:24.0" C&C Dist a:4.00 ft Rep Fac:Yes Max Web CSI: 0.799 Members not listed have forces less than 375# Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 909 -3164 E-F 718 -2058 Lumber C-D 886 -2923 F-G 886 -2925 D-E 718 -2058 G-H 909 -3166 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-L 2756 -681 K-J 2271 -514 (a)Continuous lateral restraint equally spaced on L-K 2270 -491 J-H 2758 -700 member. Loading Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide L-D 604 -136 K-F 317 -725 clearance. D-K 317 -724 F-J 605 -136 Wind +s ✓nti E-K 1408 -410 JSWind loads based on MWFRS with additional C&C r f L member design. V`e•• ;cEhis•E,-• �' Additional Notes + �`' • Refer to General Notes for additional information j, .4 648 a No. ;.; C • ,* • i ,* - ATE OF s, flicmPrennot- • ciir. . . #0 278 `' .iONA1. 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10, � i as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE L drawings 160 -Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this dwing any failure to build the AN W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracirang of trussesA seal on this drawing n ing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooessronar engineering responsibility solely for the design shovwn. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sc.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.cor ;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • SEQN:923247 HIPS Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T7 FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1619.41907 Truss Label: A02 / BAF 03/08/2019 671412'10"3 19' 21' 27'1"13 33'4"2 40' 6714 I 674 6113 I 2' 6'1"13 6'2"4 I 6714 { 5X8 r'-,•-5X6 E F •03X4 k 3X4 D G 12 6 V O (V m �C6 5X6 io H •! /\ q \II4IN\ B ` I — 37 A J _421' =3X6(A1) =5X6 -3X4=5X8 m5X6 =3X6(A1) — A 40' A 1'6" 9'9"4 9'2"121'101"4 9'4"8 9'9"4 1'6" I- 9'9"4 I 19' -I 20'10"4 30'2"12 I 40' I H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.159 M 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.296 M 999 180 B 1599 /- /- /887 /404 /299 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 K - - I 1599 /- /- /887 /404 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.103 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:25.72 ft Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.6 TCDL:4.0 psf I BrgWidth=4.0 Min Req1.6 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.451 = BCDL:5.0 psf Bearings B&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.461 RepFac:Yes Max Web CSI: 0.429 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 933-2797 F-G 753 -1835 Lumber C-D 905 -2554 G-H 905 -2554 D-E 756 -1842 H-I 933 -2797 Top chord 2x4 SP#2 E-F 724 -1574 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-N 2433 -706 L-K 2021 -562 member. N-M 2022 -532 K-I 2433 -733 Purlins M-L 1571 -337 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Plylbs to laterally brace chords as follows: (lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 19.00 21.00 N-D 521 -116 L-F 563 -243 Apply purlins to any chords above or below fillers D-M 307 -648 L-G 307 -648 at 24"OC unless shown otherwise above. sV (SFL C`! E-M 563 -203 G-K 523 -115 Wind ` ,aasaaaahe • f Wind loads based on MWFRS with additional C&C 40 4a« \C/E'`aySf�`+Net "� member design. a* i Additional Notes a No. ; •648 a • Refer to General Notes for additional information • s * a s • 41‘. ` ATE OF ;At Teci.\410ROP4/41r4 $0..........0.0*e.„ #0 278 VIVAL t4‘4‘# 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 as applicable. Appy plates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN Ry;-oWonnr truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oroessional engineering responsibility solely for the design shown. The suitability Suite os and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org . SEQN:923254 HIPS Ply: 1 Job Number: 6852190 Cust:R 9353 JRef:1 WJ893530015 16 - FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1619.46370 Truss Label: A03 / BAF 03/08/2019 57141173 17' 23' 28'5"13 3472 40' 58"14 I 59"4 I 5,5"13 I 6' 5'5"13 I 59"4 5'8"14 =5X6 =5X6 E F in 03X43X4 12 D G 6 to a m 5X6 *5X6 io N H bo • N'/\B I 21' 3�A .. J � 3X6(A1) =5X6 B2 =3X4 =5X10 83 =5X6 w3X6(A1) A 40' A 1'6" 9' 8' 6' 8' 9' 1'6" I` I9' I 17' I 23' i 31' I 40' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.169 M 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.316 M 999 180 g 1599 /- /- /891 /406 /272 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 K - - I 1599 /- /- /891 /406 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.123 K - - Wind reactions based on MWFRS Mean Height:25.22 ft B Br Width=4.0 Min Re 1.6 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 I Brg Width=4.0 Min Req= 1.6 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.950 Bearings B&I are a rigid surface. RepFac:Yes Max Web CSI: 0.712 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 979-2832 F-G 815 -1987 Lumber C-D 942 -2596 G-H 942 -2597 D-E 819 -1996 H-I 979 -2833 Top chord 2x4 SP#2 E-F 789 -1723 Bot chord 2x4 SP SS Dense:B2,B3 2x4 SP#2: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-N 2472 -757 L-K 2112 -635 to laterally brace chords as follows: N-M 2113 -604 K-I 2473 -788 Chord Spacing(in oc) Start(ft) End(ft) TC 50 17.00 23.00 M-L 1721 -426 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C . 1i111M� N-D 445 -85 L-F 544 -187 member design. [�++ D-M 270 -564 L--GK G 270 -567 � ►il F��.` , E-M 544 -179 G-K 449 -85 Additional Notes ` w*•"G"j"° a��}'li6 Refer to General Notes for additional information *�� \G�"'• ��+ {�j p a y, - No. ',•848 i • • R * • . . . ` ATE OF r ct ca #0 278 IO A*V4 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insailed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN, COWAN,truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessfonar engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibiliW of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • SEQN:923241 HIPS Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T1 FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1619.50160 Truss Label: A04 / BAF 03/08/2019 6714 12'2"3 I 18' 22' 27'9"13 I 33'8"2 I 40 6'3"14 5'10"4 5'9"13 4' 5'9"13 5'10"4 6'3"14 =5X6 =5X6 E F T • T 3X4 3X4 12 D G 6 v F) N rn 05d(61•5X60 •. (a) (a) \ ,- H o B ` /• .444.%%s4%,4w 33 Aj X21' N M=3X6(A1) =5X6 =3X4 =5X8 m5X6 =3X6(A1) — A 40' A I-1 6"I 9'3"4 8'8"12 I 3'10"4 I 810"8 I 93 4 116 9'3"4 18' 21'10 4 30'8"12 40' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.159 M 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.296 M 999 180 B 1599 /- /- /890 /405 /285 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 K - - I 1599 /- /- /890 /405 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.103 K - - Wind reactions based on MWFRS Mean Height:25.47 ft NCBCLL: 10.00Creep Code/Misc Criteria Factor:2.0 B Brg Width=4.0 Min Req= 1.6 TCDL:4.0 psfI BrgWidth=4.0 Min Req= 1.6 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.751 BCDL:5.0 psf Bearings B&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.430 Spacing:24.0" C&C Dist a:4.00 ft Rep Fac:Yes Max Web CSI: 0.343 Members not listed have forces less than 375# Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 960 -2811 F-G 792 -1909 Lumber C-D 936 -2584 G-H 936 -2584 D-E 795 -1917 H-I 960 -2812 Top chord 2x4 SP#2 E-F 765 -1645 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-N 2448 -734 L-K 2066 -608 member. N-M 2066 -576 K-I 2448 -765 Purlins M-L 1643 -388 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 48 18.00 22.00 N-D 491 -105 L-F 556 -216 Apply purlins to any chords above or below fillers1111*N at 24' OC unless shown otherwise above. D-M 290 -609 L-G 291 611 ^4'e ♦ j1S �!t E-M 558 -194 G-K 494 -104 Wind �...•sa�.+♦LaQ.♦ ,� Wind loads based on MWFRS with additional C&C Is \CEr!�S e:Or}0member design. c :♦L7rAdditional Notes No. , •848 ` Refer to General Notes for additional information R 1 • • ■ R • • ♦ • ATE OF .rte 76,0.4Z.ORVOtio".44" : #0 278 'IONA1.el 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN ',MOA( truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page_. 6750 Forum Drive listing this drawing indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.g For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn;ICC: www.iccsafe.org Orlando FL,32821 • SEQN:923238 HIPS Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T11 FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1619.53270 Truss Label: A05 / BAF 03/08/2019 5'7"1410'10"3 16' 20' 24' 291"13 34'4"2 40' 57"14 I 82"4 I 5'1"13 I 4' I 4' I 51"13 I 52"4 I 5'7"14 ;5X6 =3X4 =5X6 E F G :;3X4 83X4 12 D H 6 es (a) (a) 5X6 ro 05CX6 rn •! !, B ` / J 21' _L 3f3A K ==-3X6(A1) -5X6 =5X10 .5X10 ---_—_5X6 =3X6(A1) 40' A 1'6" "I 8' I 8' I 8' I 8' 8' 11'6" 8' 16' 24' 32' 40' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.183 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.341 F 999 180 B 1599 /- /- /892 /407 /258 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.077 L - - J 1599 /- /- /892 /407 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.143 L - - Wind reactions based on MWFRS Mean Height:24.97 ft NCBCLL: 10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 B Br g Width=4.0 Min Req= 1.9 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 J Brg Width=4.0 Min Req= 1.9 Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.888 Bearings B&J are a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Rep Fac:Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 984 -2840 F-G 807 -1796 Lumber C-D 973 -2657 G-H 840 -2065 D-E 840 -2065 H-I 973 -2657 Top chord 2x4 SP#2 E-F 807 -1796 I-J 984 -2840 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-O 2476 -761 M-L 2153 -664 member. O-N 2153 -632 L-J 2476 -792 Purlins N-M 1843 -499 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 51 16.00 24.00 O-D 421 -90 M-G 633 -226 atAp24'OClunless sns to hoown rotherwise abovabove or lew fillersiMM►fiyyt f D-N 262 -525 M-H 262 -525 S FLiii E-N 633 -226 H-L 421 -90 Wind • •,....�.rr, �#, ' Wind loads based on MWFRS with additional C&C ��..•i \'C�+7 +r"s*e�' t��' member design. • • Additional Notes `648 •• Refer to General Notes for additional information iN�' r • ' m 1 • R ` f olt\ ` ATE OF .• Kt'10 41110 kt Ot..0s 140 278 /0Pia 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fi'safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10' /46 as applicable. AppTy plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer toA LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN[NV COMPANY truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of pprooessronaf engineering responsibility solely for the design shown. The suability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.atpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 SEQN:923231 HIPS Ply: 1 Job Number: 685219B Gust:R 9353 JRef:1 WJ893530015 T10 - FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1619.56117 Truss Label A06 / BAF 03/08/2019 7'4"9 14' 20' 26' 32'7"7 40' I' 7,4„9 I 6,7"7 I 6' I 6' I 677 T4"9 H =5X6 1112X4 5X6 D E F -r 12 6 5�C ...°1 • SX6 m G 011 N r` O a0 Blligl X3 A/r. ii ii �. I _4,21' =3X6(A1) 1112X4 =5X6 =3X10 5X6= 112X4= 3X6(A1) --- i A- 40' A 1'6" 7'3"4 6'8"12 6' 6' 6712 774 1'6" I' II I 14' 20' I 26' I 376"12 I 40' I -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.188 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.350 E 999 180 g 1599 /- /- /890 /410 /231 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.078 J - - H 1599 /- /- /890 /410 /- EXP:C Kzt:NA HORZ L: 0.146 J - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:24.47 ft ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.9 TCDL:4.0 psf H Width=4.0 Min Re1.9 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 Brg q= Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.751 Bearings B&H are a rigid surface. RepFac:Yes Max Web CSI: 0.645 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 993 -2807 E-F 908 -2132 Lumber C-D 885 -2261 F-G 885 -2261 D-E 908 -2132 G-H 993 -2807 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins B-N 2435 -758 L-K 1945 -567 In lieu of structural panels or rigid ceiling use purlins N-M 2432 -759 K-J 2432 -790 to laterally brace chords as follows: M-L 1945 -535 J-H 2435 -790 Chord Spacing(in oc) Start(ft) End(ft) TC 44 14.00 26.00 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Wind C-M 256 -558 F-K 457 -111 Wind loads based on MWFRS with additional C&C11Ni44 D-M 457 -111 K-G 256 -558 member design. ` AS FLE AA Additional Notes V` •• ;GEN;•• Refer to General Notes for additional information ••• V Jr •.. i • No. .648 • a .* • • S t .r i i - ATE OF •ct' d,�; IniD „'�,;� l #0 278 `710NA1. 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracingper SCSI..Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing anyy failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of proTessronar en ineenng responsibility solely for the design shown. The suability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 __ • SEQN:923227 HIPS Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1WJ893530015 T27 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1619.59133 Truss Label: A07 / BAF 03/08/2019 H 6'5" I 12' 1765 I 2277 I 28 I 33'7" I 40' 6'5" 57" I5'6"5 5'1"1 5'4"9 5'7" 55" =5X6 3X4 1112X4 5X6 D E F G ss : 12 6 0 3X4 3X4 C H :7t zz N t0 O r B I A L , t J x)21 3X6(A1) 1112X4 5X6= =3X4 3X10 5X6 1112X4 =3X6(A1) r 40' j 1'6" 674 58"125713 5'4"9 54"9 58"12 674 1'6" H' I 6'3"4 12' I 17'2"13 I 22'7"7 28' I 33,8"12 I 40' I H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.208 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.387 F 999 180 g 1599 /- /- /885 /412 /204 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.081 K - - I 1599 /- /- /885 /412 /- Des Ld: 37.00 EXP.C Kzt:NA HORZ(TL): 0.151 K - - Wind reactions based on MWFRS Mean Height:23.97 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Br g Wi dth=4.0 Min Req= 1.9 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.978 I Brg Width=4.0 Min Req= 1.9 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.732 Bearings B&I are a rigid surface. Spacing:24.0" C&C Dist a:4.00 ft Rep Fac:Yes Max Web CSI: 0.373 Members not listed have forces less than 375# Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 1020 -2837 F-G 1001 -2433 Lumber C-D 936 -2401 G-H 935 -2401 D-E 998 -2423 H-I 1019 -2837 Top chord 2x4 SP#2 E-F 1001 -2433 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-P 2469 -791 M-L 2083 -638 to laterally brace chords as follows: P-0 2466 -792 L-K 2466 -823 Chord Spacing(in oc) Start(ft) End(ft) O-N 2083 -607 K-I 2469 -822 TC 42 12.00 28.00 Apply purlins to any chords above or below fillers N-M 2436 -745 at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C . MINIM S �• C-O 213 -440 M-G 526 213 member design. rAPX77 f��.Iwisk D-O 385 -96 G-L 388 -96 Additional Notes % . `GE _`$,� A, D-N 518 -209 L-H 213 -441 Refer to General Notes for additional information .t• s jV •.Vilb iv.v • I ! No. ;tf64 , . , , F 1\ - ATE O cr` 4. S.N•PlzOROt",0 ii, _........00L'Ignir #0 278 `. iONA1- 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. AppTy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE: Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN ICOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciTW ng of trussesA seal on this drawing or cover pa a.. 6750 Forum Drive listing this drawing indicates acceptance of professronar en ineenna responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility-of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • SEQN:923223 HIPS Ply: 1 Job Number. 685219B Cust:R9353 JRef:1WJ893530015 T13 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.02237 Truss Label: A08 / BAF 03/08/2019 53"410' 16'10"5 23'3"7 30' 34'8"12 40' F 5'3"4 I 4'8"12 I 6,10"5 I 6,5,1 I 6,8"9 I 4'8"12 I 53"4 H =5X6 =5X6 1112X4 =_5X6 D E F G T12 2 - —L 2NN 2x42x4 Hio I �� l 121' ♦ J 3X6(A1) 5X6 823X4 =5X8 B3 =5X6 =3X6(A 1` A 40' A 1'6" 10' 6'6"13 6'8"9 6'8'9 10' 1'6" I- ' I10' I 16'6"13 23'3"7 I- 30' 40' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.237 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.441 F 999 180 B 1599 /- /- /876 /414 /176 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.073 K - - I 1599 /- /- /876 /414 /- EXP:C Kzt:NA HORZ L: 0.137 K - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:23.47 ft ) NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.6 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.968 I Brg Width=4.0 Min Req= 1.6 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.968 Bearings B&I are a rigid surface. RepFac:Yes Max Web CSI: 0.424 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 6.50 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 1062 -2821 F-G 1152 -2904 Lumber C-D 976 -2557 G-H 976 -2557 D-E 1145 -2887 H-I 1062 -2822 Top chord 2x4 SP#2 E-F 1152 -2904 Bot chord 2x4 SP SS Dense:B2,B3 2x4 SP#2: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-N 2466 -837 L-K 2239 -705 member. N-M 2240 -674 K-I 2467 -868 Purlins M-L 2908 -929 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 34 10.00 30.00 D-N 393 -61 L-G 832 -329 Apply purlins to any chords above or below fillersD-M 816 -320 G-K 397 -61 at 24"OC unless shown otherwise above. �j� sVitS Wind �......A,+.e...970. Wind loads based on MWFRS with additional C&C Q`.eee \GENS ••+a member design. . . Additional Notes s NO. • Refer to General Notes for additional information , . • : ..* • 1\ ATE OF /• c #0 278 s'3'1p�AL 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsa safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall haveing i br tns'alled per BCSI sections 63,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,M'COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of roTessionengineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the ar he responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.corn;TPI: www.t inst.or SBCA: www.sbcindustry.com; Orlando FL,32821 t g p g p p g; ICC: www.iccsate.org SEQN:923219 SPEC Ply: 2 Job Number: 6852198 Cust:R 9353 JRef:1WJ893530015 T12 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.05250 Truss Label: A09 / BAF 03/08/2019 I 5 5 2 Complete Trusses Required 5'4"9 , 107"11 , 12'5"5 16'4"14, 207'11 I 24'0"7 I 28'" I 30'I 3418"12 , 40 5'4"9 4'10"1 2'2"111 3'11"9 3'9"13 3'9"13 3'119 2' 4'8"12 5'3"4 m5X6 m5X6 D/115X6(SRS) J T 12 =3X4 112X4 =3X4 \115X6(SRS) T 6 `E F G H l_ I 2X4 .1 t 1 2X4 T m C K M n_ IAB in •- - - /- L 'n t0 % I 1 `M I I X21' 4X6(A1) -8X10 82-3X4 =7X8 m3XX4 =8X10 =4X6(A1) A 40' j F1'6"I 10'2"11 I 5'10"11 , 4'1"5 { 4'1"5 , 5'8"1 , 10' I 1'6" 10'2"11 16'1"6 20'211 24'315 30' 40' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.403 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.749 G 636 180 g 3070 /- /- /- /1070 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.102 D - - L 3052 /- /- /- /1063 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.190 D - - Wind reactions based on MWFRS Mean Height:23.53 ft NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.8 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.973 L Brg Width=4.0 Min Req= 1.8 BCDL:5.0 psf Bearings B&L are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.912 RepFac:No Max Web CSI: 0.925 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _ Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 1084 -3048 G-H 1927 -5460 Lumber Additional Notes C-D 1006 -2916 H-I 1613 -4608 D-E 989 -2882 I-J 984 -2868 Top chord 2x4 SP#2 Refer to General Notes for additional information E-F 1671 -4763 J-K 1002 -2905 Bot chord 2x6 SP#2:B2 2x6 SP SS Dense: F-G 1927 -5460 K-L 1078 -3032 Webs 2x4 SP#3 Nailnote Maximum Bot Chord Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Chords Tens.Comp. Chords Tens. Comp. Top Chord:1 Row @12.00"o.c. B-R 2701 -952 P-O 4677 -1640 Bot Chord:1 Row @12.00"o.c. R-Q 3870 -1346 O-N 3721 -1292 Webs 1 Row @ 4"o.c. Q-P 4821 -1694 N-L 2686 -947 Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)1/2"bolts may be used for Maximum Web Forces Per Ply(lbs) (2)0.131"x3",min.nails on Webs Tens.Comp. Webs Tens. Comp. The Bottom Chord Only. tiMMtift D-R 2429 -803 P-H 1131 -414 Special Loads , 4�" + t-Lt R-E 944 -2628 H-O 373 -943 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) t. !3 !' E-Q 1315 -478 O-I 1305 -472 TC:From 56 plf at -1.50 to 56 plf at 41.50 t 1i.........e,s { Q-F 316 -791 I-N 910 -2541 BC:From 4 plf at -1.50 to 4 plf at 0.00 4 f+ma y ' `•4',..'Pr�'f F-P 923 -337 J-N 2416 -800 BC:From 20 plf at 0.00 to 20 plf at 40.00 a4 • BC:From 4 plf at 40.00 to 4 plf at 41.50 i. ' « BC:2923 lb Conc.Load at 19.88 m No. 646 • Purlins • " In lieu of structural panels or rigid ceiling use purlins • a to laterally brace chords as follows: • Chord Spacing(in oc) Start(ft) End(ft) ATE QF TC 25 12.44 28.00 y**p Apply purlins to any chords above or below fillers V ...ttt l at 24"OC unless shown otherwise above. •ya �R + Wind IVIQNAL .4 Wind loads and reactions based on MWFRS. #0 278 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 810 /16 as applicable. AppTy plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of roTessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.cor,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 SEQN:923121 HIPS Ply: 1 Job Number: 685219B Gust R 9353 J Ref:1WJ893530015 T3 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.09730 Truss Label: A10 / BAF 03/08/2019 34'5"12 710"9 I 15' _I 21'6'12 I 25' I 29'7"2 I 32'10"4, 171 37'3"1p 40 7'10"9 7'1"7 6'8"12 3'3"4 4'7"2 3'3"2 2'9 141 2'8"6 ;5X8 1112X4 =5X6 D E F T = T 83X4 12 G 6 V �SCXB °7X6 o t! 3X4 csi co :V, ,, J T5 ,,,1`11i)i;i B ii - _ 4:ii i,, N }}iK T $A/�. Ti =3X4 83 M L_6X8(B10R) i _021 3X4 1112X4 _ 3X6(A1) =5X6 m4X8 w5X8 III2X4 A 40' 1 I�1 8" 7'T4 I 7'4"8 I. 7'0"4 I 2'10"I 4'10"10 I 4'8"14 2'4"61� 2'6"6 T9"4 15'1"12 22'2" 25 29'10"10 34'7"8 36'113311 40' 7'3"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.255 N 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.479 N 989 180 B 1594 /- /- /889 /408 /238 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.073 L - - K 1518 /- /- /826 /374 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.137 L - - Wind reactions based on MWFRS Mean Height:24.72 ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.9 TCDL:4.0 psf K BrgWidth=4.0 Min Req1.9 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.971 = Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.856 Bearings B&K are a rigid surface. RepFac:Yes Max Web CSI: 0.740 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 984 -2777 G-H 1141 -3088 Lumber C-D 864 -2175 H-I 1131 -3134 D-E 964 -2295 I-J 1464 -4068 Top chord 2x4 SP#2:T5 2x8 SP SS Dense: E-F 965 -2301 J-K 278 -668 Bot chord 2x4 SP#2:B3 2x4 SP SS Dense: F-G 961 -2432 Webs 2x4 SP#3 Bracing Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. B-S 2404 -792 N-M 2693 -858 Tray Scab(s) S-R 2401 -792 M-L 4140 -1394 P-N 2115 -610 L-J 4166 -1402 (2)2x8x7-6-5 x SP SS Dense scabs at right end. Attach one scab to each outer face of chord with: 0.131"x3",min.nails @ 8"oc,plus additional nail Maximum Web Forces Per Ply(lbs) clusters at:BRG.:(4),heel:(7),1st panel point:(4). 000014111411% Webs Tens.Comp. Webs Tens. Comp. Purlins (' C-R 276 -612 N-G 334 -782 D-P 592 -214 G-M 587 -180 In lieu of structural panels or rigid ceiling use purlins ••••+« f R-P 1836 -544 M-I 593 -1491 to laterally brace chords as follows: (:. �''•, p-F 413 -175 I-L 175 407 Chord Spacing(in oc) Start(ft) End(ft) Vfi F-N 519 -186 TC 40 15.00 25.00 rr' •Apply purlins to any chords above or below fillersat 24"OC unless shown otherwise above. 648 L• Wind ; "*, -Wind loads based on MWFRS with additional C&C member design. • TE OF /4 tC.Additional Notes A/44, .: Refer to General Notes for additional informationtak0 RIY.• �' , NAt,VI • • 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.,Unless noted o"therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached mid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ouPA truss in conformance with ANSI/f PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page._ 6750 Forum Drive listing this drawing indicates acceptance of oro7essionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S'ec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • SEQN:923117 HIPS Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T2 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.14177 Truss Label: All / BAF 03/08/2019 34'512 1,7„ 6'10"9 13' 17'7" 21'8"12 27' 30'7"2 32'10"4 37'3"1 40' I 6,10,9 I 6'1"7 I 4,7. I 4'1"12 5'3"4 37„2 272 2'9.'14'I 2,9.,141 2,8.,6 I =5X6 =3X4 1112X4 =5X6 D ET F G : a 3X4 12 H 6 V ,,,--5X6 7X6 !, C l 3X4 csi ic, :.... r1'.'. I L r 33 A/, =3X04 B3 N =3X4 M=6X8(B10R))''' _i H3,21 R QP 112X4 3X6(A1) IIi2X4 =5X6 =5X8 5XX8 1112X4 A 40' A 1'6" 674 6712 4'5"4 4'8"12 4'10" 3'10"10 3'8"14 2'4"6 2'8"6 6'9"4 13' 17'5"4 I 22'2" 1 27' 30'10"101 34'7"8 I 36'111,l1 40' '3"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.275 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.517 F 917 180 B 1594 /- /- /885 /410 /211 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.076 M - - L 1518 /- /- /822 /376 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.142 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:24.22 ft Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.9 TCDL:4.0 psf L BrgWidth=4.0 Min Re 1.9 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.986 q= Bearings B&L are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.697 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Rep Fac:Yes Max Web CSI: 0.864 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 13.00 ft FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 1012 -2813 G-H 1042 -2664 Lumber C-D 917 -2317 H-I 1210 -3230 D-E 947 -2224 I-J 1204 -3276 Top chord 2x4 SP#2:T5 2x8 SP SS Dense: E-F 1103 -2713 J-K 1450 -4000 Bot chord 2x4 SP#2:B3 2x4 SP SS Dense: F-G 1106 -2720 K-L 280 -668 Webs 2x4 SP#3 Tray Scab(s) Maximum Bot Chord Forces Per Ply(lbs) (2)2x8x7-6-5 x SP SS Dense scabs at right end. Chords Tens.Comp. Chords Tens. Comp. Attach one scab to each outer face of chord with: B-U 2444 -826 O-N 2827 -929 0.131"x3",min.nails @ 8"oc,plus additional nail U-T 2441 -827 N-M 4060 -1375 clusters at:BRG.:(4),heel:(7),1st panel point:(4). T-S 2000 -623 M-K 4085 -1383 Purlins Q-O 2340 -713 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) 10141/1100401Webs Tens.Comp. Webs Tens. Comp. TC 39 13.00 27.00 s S FEL • C-T 234 -506 Q-G 547 -220 Apply purlins to any chords above or below fillers V•.R•.....en ' D-T 401 -105 G-O 539 -187 at 24"OC unless shown otherwise above. %e+w +��c A+�• •t` �1 D-S 398 -169 O-H 308 -696 Wind • ••" S-E 331 -830 H-N 588 -197 Wind loads based on MWFRS with additional C&C f �4 S-Q 2269 -703 N-J 517 -1298 member design. /' No. ;,•6 8 +e E-Q 773 -251 J-M 172 -407 Additional Notes * a V�fv Refer to General Notes for additional information ATE OF I cit• #0 278 l01VAti 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ant?SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10' /11166 as applicable. Appllplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer toALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawinany failure to build the AN FNV COMPANY truss In conformance with ANSI Building PI 1,or for handling,shipping,installation and bracing of•trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the desf n shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: waw.alpineitw.com;TPI: www.tpinst.org;SBCA: ==w.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • SEQN:923110 HIPS Ply: 1 Job Number: 6852198 Cust:R 9353 JRef:1 WJ893530015 T18 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.17640 Truss Label: Al2 / BAF 03/08/2019 I 37310 2'9"14' 511" 11' I 16'7" I 21'8"12 I 29' I 32'10.41 34'51I"12 40" 5'11" 51" 5'7" 5'1"12 7'3"4 3'10"4 1'7"B 2'8'6 =5X6 =3X4 =5X6 =5X8 G F E D T 12 NvX6 6 ,3X4 H M C N „it:. 3X4 (a) J TS b •:5:;1;5 K;: T A .1 B3 M L=6X8(B1OR) ......s i _421' 1112X4 3X6(A1) 1112X4 =5X6 =5XX8 •5X8 =3X4 III2X4 A 40' A 1'6" 574 5712 5'5"4 5812 510" 57"8 1 2'4"6 2'8"6 5'9"4 11' 16'5"4 22'2" 29' 34'7"8 36'11 511 40' 3"10 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.331 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.621 F 763 180 B 1594 /- /- /878 /412 /184 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.087 D - - K 1518 /- /- /815 /378 /- EXP:C Kzt:NA HORZ L: 0.163 D - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:23.72 ft ) NCBCLL:10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.9 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.996 K Brg Width=4.0 Min Req= 1.9 BCDL:5.0 psf Bearings B&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.752 RepFac:Yes Max Web CSI: 0.991 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Loc.from endwall:not in 6.50 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 1036 -2835 G-H 1131 -2985 Lumber C-D 966 -2459 H-I 1120 -3031 D-E 1064 -2594 I-J 1542 -4081 Top chord 2x4 SP#2:T5 2x8 SP SS Dense: E-F 1316 -3338 J-K 282 -668 Bot chord 2x4 SP#2:133 2x4 SP SS Dense: F-G 1320 -3353 Webs 2x4 SP#3 Bracing Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. B-S 2470 -856 0-M 2631 -837 Tray Scab(s) S-R 2468 -857 M-L 4158 -1508 R-Q 2144 -693 L-J 4184 -1517 (2)2x8x7-6-5 x SP SS Dense scabs at right end. Attach one scab to each outer face of chord with: 0.131"x3",min.nails @ 8"oc,plus additional nail Maximum Web Forces Per Ply(lbs) clusters at:BRG.:(4),heel:(7),1st panel point:(4). Webs Tens.Comp. Webs Tens. Comp. Purlins � ��+ t�� D-Q 644 -250 O-G 846 -326 al iT'�„ ` Ns Q-E 371 -899 G-M 582 -159 In lieu of structural panels or rigid ceiling use purlins N. Q-O 2602 -840 M-I 697 -1587 to laterally brace chords as follows: ♦ 44 17s Chord Spacing(in oc) Start(ft) End(ft) h re '�Cj��,�f X44 `s ; E-0 948 -320 I-L 191 -414 TC 28 11.00 29.00 ♦• e Apply purlins to any chords above or below fillers 1 ` _'`'- at 24"OC unless shown otherwise above. / • ' No. 6 Wind ' " : # V� ; * :. Wind loads based on MWFRS with additional C&C • • member design. • ATE OF • Additional Notes s •s Refer to General Notes for additional information ° l `� •1/4 ;iall***••••- :f #0 278 ONAt.G6t 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN MN COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of orolessionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • SEQN:923508 HIPS Ply: 1 Job Number: 685219B Cust:R 9353 Met 1 WJ893530015 T5 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ci DrwNo: 067.19.1620.20953 Truss Label: A13 / BAF 03/08/2019 4'9"49' 15'7" 21'8"12 26'3'8 31' 33'10"12 37'3"10 40 4'9"4 I 4'2"12 I 6'7" I- 6'1"12 I 4'6"12 4'8"8 I 2'10"12 3'4"141 2'8"6I =5X6 =3X4 =5X6 =3X4 =7X6 D E F G H 12 R = 6J 3X4 6 V 2X4 �;:\;;:I c., C T4 1 o {iii J N 4 to ....0"......""1"".". _�ti inti a B441111 eslix:• K T A47.. =3X4 =3X4 112X4 =6X8(B10R)''ittes,•:i J X21 3X(A1) =5X6 -- 4X8[13] m55X8 IIi2X4 I- 40' 1 1'6" 9' 6'5"8 6'8"8 4'S" 4'5" 3'0"8 2'11"6 2'8"6 I 9' I 15'5"8 I 22'2" I 26'7" I 31' I 34'0"8I 36'11" ,11 40' 3"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.429 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.805 F 588 180 g 1594 /- /- /867 /486 /156 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.101 D - - K 1518 /- /- /804 /447 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.190 D - - Wind reactions based on MWFRS Mean Height:23.22 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Br g Width=4.0 Min Req= 1.9 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.999 K Brg Width=4.0 Min Req= 1.9 Bearings B&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.904 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.00 ft Rep Fac:Yes Max Web CSI: 0.725 Loc.from endwall:not in 6.50 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 1075 -2827 G-H 1421 -3703 Lumber C-D 1001 -2607 H-1 1232 -3262 D-E 1233 -3120 I-J 1328 -3577 Top chord 2x4 SP#2:T4 2x8 SP SS Dense: E-F 1627 -4278 J-K 283 -668 Bot chord 2x4 SP#2 F-G 1638 -4310 Webs 2x4 SP#3:W5 2x4 SP#2: Plate Shift Table Maximum Bot Chord Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Chords Tens.Comp. Chords Tens. Comp. No Size Shift Bite No Size Shift Bite B-S 2471 -897 N-M 2947 -968 [13] W4X8 2.00 L 1.25 S-R 2293 -756 M-L 3521 -1229 Tray Scab(s) P-N 3752 -1253 L-J 3536 -1234 (2)2x8x8-2-2 x SP SS Dense scabs at right end. Attach one scab to each outer face of chord with: Maximum Web Forces Per Ply(lbs) 0.131"x3",min.nails @ 8"oc,plus additional nail Webs Tens.Comp. Webs Tens. Comp. clusters at:BRG.:(4),heel:(7),1st panel point:(3). lotag1111YrN phi% -R 1012 -387 G-N 269 604 Purlins • (\'O FLEA_ R-E 420 -1005 N-H 956 -348 V. aaaaa• rig R-P 3075 -1033 H-M 444 -159 In lieu of structural panels or rigid ceiling use purlins �.�„ ;CjE A r�'•�� E-P 1288 -435 M-I 306 -672 to laterally brace chords as follows: N Chord Spacing(in oc) Start(ft) End(ft) O• P-G 701 ..- 246 TC 28 9.00 31.00 • Apply purlins to any chords above or below fillers ``�4 a�p i at 24"OC unless shown otherwise above. Nor` •a C)af • i Wind * g. a 3 a * Wind loads based on MWFRS with additional C&C ATE 4F • member design. ,f tl.it4. . Additional Notes Refer to General Notes for additional information ViStxO f��•v„ara #0 278 j()Na t' 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall havebracingins'alled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildingq_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,;w,,,APgN, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suifabdlty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • SEQN:923095 HIPS Ply: 3 Job Number: 6852196 Cust:R 9353 JRef:1 WJ893530015 T4 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.24043 Truss Label: A14 / BAF 03/08/2019 1 5 5 3 Complete Trusses Required 1 37'3"1,0 7' 14'7" 21'8"12 27'3"8 33' 34'8"13 2 6 1 40, I' 7, I 7,7" I 7'1„12 I 5,6„12 I 5,8„8 I 1'83 I 2,8„61 ill5X8 =3X4 =7X6 --3X4 =7X8 12 C D E F G 6 : 3X4 T V - tat:,H rl Tt agatro io • 1 A0! 141444114144.1444414•4••- • M =3X4 N =3X4 1112X4 5X8(6s:i± L 1+21'10R) s. �21' 3X6(A1) 1112X4 =7X8 6X8 1112X4 t 40' A 1'6” 6'10"4 7'7" 7'8"12 5'5" 5'5” 1'10"9 'Hg 9 6,10"4 I 14,5"4 I 22,2" 27'7” 33' I 34'i 0"9 „373"1p I- 21, 1I- 2'8„61 37 40' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.465 N 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.883 N 537 180 g 3140 /- /- /- /880 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.093 K - - J 3082 /- /- /- /843 /- Des Ld: 37.00 EXP:C HeiKzgh NA HORZ(TL): 0.177 K - - Wind reactions based on MWFRS Mean Height:22.72 ft NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.980 J Brg Width=4.0 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.925 Bearings B&J are a rigid surface. RepFac:Yes Max Web CSI: 0.841 Members not listed have forces less than 375# Spacing:24.0” C&C Dist a:4.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 566-2072 F-G 1015 -3747 C-D 800 -2948 G-H 771 -2823 Lumber Additional Notes D-E 1244 -4525 H-I 766 -2787 Top chord 2x6 SP#2 Ti: 2x4 SP#2: Refer to General Notes for additional information E-F 1262 -4593 I-J 125 -456 :T4 2x8 SP SS Dense: Bot chord 2x4 SP#2 Webs 2x4 SP#3:W4 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote B-R 1828 -493 M-L 2621 -718 Nail Schedule:0.131"x3",min.nails R-0 1819 -493 L-K 2820 -773 Top Chord:1 Row @12.00"o.c. 0-M 3808 -1039 K-I 2840 -778 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Maximum Web Forces Per Ply(lbs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. www,,,,,,... C-Q 1247 -338 0-F 854 -243 Tray Scab(s) Q-D 326 -850 F-M 208 -512 (2)2x8x7-2-14 x SP SS Dense scabs at right end. FICC A a, Q-0 2849 -781 M-G 1231 -324 Attach one scab to each outer face of chord with: .s.•.. D-0 1622 -454 G-L 387 -67 0.131"x3",min.nails @ 8"oc,plus additional nail h♦ •• `.... ...... ` clusters at:BRG.:(3),heel:(6),1st panel point:(3). V••• 4.w0 • Purlins ' i• In lieu of structural panels or rigid ceiling use purlins . No• ' •648 • to laterally brace chords as follows: • i Chord Spacing(in oc) Start(ft) End(ft) * • "#' TC 85 7.00 33.00 • • Apply purlins to any chords above or below fillers • ` ATE OF + ct at 24"OC unless shown otherwise above. Loading 1:4' L0p rt• �� fY #1 hip supports 7-0-0 jacks with no webs. ' • ••fror•e•.• ' Wind #0 278 IVALt Wind loads and reactions based on MWFRS. 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN rtW;OUPPM truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oro-fessionar engineerinresponsibility solely for the design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • SEQN:923202 COMN Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1WJ893530015 T23 • FROM:RH Qty: 4 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.27420 Truss Label: B15 / BAF 03/08/2019 5'3"4 10' I 14'8"12 I 20' I5'3.'4 4'8"12 4'8"12 5'3"4 =4X6 D -' 7 12 6 C4 g2 E4 M "a . ► N En o to B F — -L-1-5 AC' ... 21' s. 5X6 =2X4(A1) 2X4(A1) A 20' 1 H 1,6,. I10' I 20' 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.071 G 999 180 B 847 /- /- /468 /324 /150 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - F 752 /- /- /394 /272 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:23.47 ft HORZ(TL): 0.032 G - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.340 F Brg Width=- Min Req=- Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.979 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.213 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 474 -1224 D-E 374 -931 Lumber C-D 374 -929 E-F 482 -1237 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Hangers/Ties B-G 1049 -361 G-F 1067 -371 (J)Hanger Support Required,by others Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Wind loads based on MWFRS with additional C&C D-G 559 -184 member design. Additional Notes Refer to General Notes for additional information {{+�� NUNN ,FS .ero r� ��aw..r ,% 1 ,s 'CEN2S '. 0 No. 648 • s i . ' ATE OF r'ct .12 N.Pia t',./4,4 #0 278 `` 0,4At.O 03/08/2019 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10' as applicable. AppTy plates toeach face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer toALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the AN -M o,*H, truss in conformance with ANSI/TPI 1,or for handing,shipping,installation and bracing of trussesA seal on this drawingmor cover patge 6750 Forum Drive listing this drawing,indicates acceptance of roTesstonar engineeringresponsibility solely for the design shown. The sui ability and use of this dawing for any structure is thepresponsibility of the uilding Designer per ANSI/TPI 1 S-ec.2. Suite F 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org • SEQN:923198 COMN Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T26 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.31287 Truss Label: B16 / BAF 03/08/2019 5'3"410 10' I 14.8.'12 I 20' I5'3"4 4'8"12 4'8"12 5'3"4 =4X6 D 6 12 C4 0.214 co 1 • N O t0 B F -1_ '� A .. I --. G --- 21 H 2X4(A1) =5X6 =2X4(A1) A 20' I-1,6„ I_ io I 20; I 1,6„--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.071 H 999 180 B 843 /- /- /469 /321 /166 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 H - - F 843 /- /- /469 /321 /- Des Ld: 37.00 EXP:C Kzt:NA . HORZ(TL): 0.032 H - - Wind reactions based on MWFRS Mean Height:23.47 ft Code/Misc Criteria CreepFactor:2.0 B Brg Width=4.0 Min Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.337 F Brg Width=4.0 Min Req= 1.5 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.969 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.211 Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 468 -1213 D-E 367 -918 Lumber C-D 367 -918 E-F 468 -1213 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Wind B-H 1039 -326 H-F 1039 -326 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) member design. Webs Tens.Comp. Additional Notes D-H 553 -176 Refer to General Notes for additional information alaillaitiatio PS• / ...97400.4, ,, 44%," \GENSfi••.•0 p • No. t•$4$ • • * • _ * • 1\ - ATE OF /•cc °Ai"'410 ROY. 41 #0 278 ` IONNAL i. VI 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this Cawing for any structure is the responsibility of the Building Designer per ANSUPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org_ Orlando FL,32821 __ • SEQN:923194 SPEC Ply: 1 Job Number: 6852196 Cust:R 9353 JRef:1 WJ893530015 T24 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.35713 Truss Label: 617 / BAF 03/08/2019 3 459 T4' 10' 12'8' 15Z" 18713 _ 1'5"1 '1'1'-' E.÷. 1'� 1'4 1'Y4' I 2'1"13 I' 1'111'2 is.iE7 3'4" 6' 8'8" 111' 14' 16'r: 1pA'117 18" 2'1'13 I 74 I 1'4"' F 1Y"-' F 1'4"' F 15.17 1'7 4x6 J I -4:-• K T N I. 12 5 G M 83X4 -w3N4 E 04%4 �\` ;(/' • �` O * 4.3X4 $/ 9 9 I 0 d 1,..----/,--1,-----CC13 �21• n A�--��/ Z V + X W V �5 =2X4(A1) AB AA =5X6 U T =-2X4(A1) 1 20' 1 31" 1'4' Yr I- I I46,I E;1'a" a4-! 1111I I 11-H 3.4, " '" 20. !' � 1'8I 1'4": I14'! 64: (NNL) (NNL) I 4'4". 'I 14'4'-'I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.015 Y 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.023 W 999 180 B* 125 /- /- /- /82 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 L - - AM*125 /- 1- /- /82 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.010 H - - Wind reactions based on MWFRS Mean Height:23.47 ft Code/Misc Criteria CreepFactor:2.0 B Brg Width=64.0 Min Req=- NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.185 AM Brg Width=64.0 Min Req=- Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.178 Bearings B&U are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.230 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at -1.50 to 56 plf at 6.03 TC:From 28 plf at 6.03 to 28 plf at 13.97 TC:From 56 plf at 13.97 to 56 plf at 21.50 BC:From 4 plf at -1.50 to 4 plf at 0.00 BC:From 20 plf at 0.00 to 20 plf at 6.03 BC:From 10 plf at 6.03 to 10 plf at 13.97 BC:From 20 plf at 13.97 to 20 plf at 20.00 BC:From 4 plf at 20.00 to 4 plf at 21.50 _� 60011Mtx BC: -20 lb Conc.Load at 6.03,13.97 tom"' r. BC: -6 Ib Conc.Load at 7.94,10.00,11.94 11j�* _r+L PlatingNotes ••�"� �•}Q' ,/� All plates are 2X4 except as noted. ( 648 • • Wind Wind loads and reactions based on MWFRS Additional Notes Refer to General Notes for additional information `�} ATE OF +Member to be laterally braced for out-of-plane y I wind loads #0 278 -VAt40NAl- 03/08/2019 **WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'safetty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10' as applicable. Apply plates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of ro esslona engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 S�c.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 V • • .. - • • • SEON:923206 COMN Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T25 • FROM:RH Qty: 3 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.53277 Truss Label: B18 / BAF 03/08/2019 5'4"9 10'211 14'1113 199" I5,4..9 I 4.10'1 I 4,9,.3 I 4,9„3 'I 4X6 D 612 2X4 ill 0214 93 co . . 1,- r.0 _ 3X4 `o F B •• G T 1 n A I i�.� i 021' =2X4(A1) =5X6 1113X6(15) — A 191” A )"1,6"_I 10'211 I 9'6"5 'I 10'211 191" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.066 H 999 180 B 843 /- /- /469 /323 /145 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 H - - G 738 /- /- /382 /269 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.030 H - - Wind reactions based on MWFRS Mean Height:23.53 ft B BrgWidth=4.0 Min NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.472 G Brg Width=- Min Req= - Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.993 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.687 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 757 -1208 E-F 775 -1144 Lumber C-D 596 -903 F-G 1056 -1436 D-E 629 -902 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Chords Tens.Comp. Chords Tens. Comp. Hangers/Ties B-H 1034 -617 H-G 994 -594 (J)Hanger Support Required,by others Maximum Web Forces Per Ply bibs) Wind Webs Tens.Comp. _ Wind loads based on MWFRS with additional C&C D-H 535 -276 member design. Additional Notes Refer to General Notes for additional information {_�.WptiMI1l �t,T S FLEili. .4 J4 O`•••• NGE1Vsfi••:VO *toesis . No. T .848 ; • SEQN:923210 GABL Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T14 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1620.56710 Truss Label: B19 / BAF 03/08/2019 3 1'0"1 102'11 195' 0"1 977 96'6 I--2711 (TVP) 64X6 T 12 6 3x4 C, =2X14(A7)(A1) _5X6 =2X4(A1) — 19'9' I 1'6' I 195' 195' (NNL) I—4'4-—I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.002 C 999 180 R* 80 /- /- /39 /29 /7 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.002 I - - R Brg Width=237 Min Req=- NCBCLL: 10.00 Mean Height:23.36 ft Code/Misc Criteria Creep Factor:2.0 Bearing B is a rigid surface. TCDL:4.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.255 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.043 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.052 Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information See DWGS A14030ENC101014&GBLLETIN0118 for , Mmai1iMMtat gable wind bracing and other requirements. S I O .• Gt tie•i,• 67 No. 648 • • ATE OF sc R �� #0 278 ' /ONAt. 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall hav br cin ins'alled per BCSI sections B3,B7 or B10' as applicable. Appllplates to each face oftrussand position as shown above and on the Joint Details , unless noted otherwise. Refer toALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page_, 6750 Forum Drive listing this drawing,indicates acceptance of roessronal engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibiliW of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • SEQN:923213 MONO Ply: 2 Job Number: 685219B Cust:R9353 JRet:1WJ893530015 T9 • FROM:RH Qty• 1 (SHOUPPE CONT)825 SHERRY DR. duval Ct DrwNo: 067.19.1620.59390 Truss Label: B21 / BAF 03/08/2019 1 5--- 2 Complete Trusses Required 472 7'&4 I8'ff 4'7"2 I 3'1"2 9"12 1112X4 p C 6 12 C36 tri A ki _% II E,�„M 2T •_' G FE =3X4(A1) 1113x8(5) 1114X6(9)191 A 6' -j 4'5-4 3y4 I 4'5"4 7'8"8 t'-1� g 8' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.041 G 999 180 A 2823 /- /- /- /1064 /- BCDL: 10.00 Risk Category:(I Snow Duration:NA HORZ(LL):-0.009 D - - E 2923 I- /0 /- /1101 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.016 D - - Wind reactions based on MWFRS Mean Height:23.35 ft A Br Width=4.0 Min Req1.5 NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.328 E Brg Width=- Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.425 Bearing A is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.633 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Camp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 A-B 676 -1782 Lumber Additional Notes Top chord 2x4 SP#2 Refer to General Notes for additional information Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP#3 A-G 1588 -596 G-F 1528 -575 Nailnote Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 5.00"o.c.(Each Row) G-B 1662 -589 B-F 689 -1833 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)1/2"bolts may be used for (2)0.131"x3",min.nails on The Bottom Chord Only. Special Loads • ca A S a�+! (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) ........•. TC:From 56 plf at 0.00 to 56 plf at 8.00 �S *. ,r+E �•*. BC:From 10 plf at 0.00 to 10 plf at 8.00 • v 4•6, BC: 752 lb Conc.Load at 1.06,3.06,5.06,7.06 BC: 738 lb Conc.Load at 2.06,4.06,6.06 No. ; •648 Plate Shift Table . • JT Plate Chord JT Plate Chord * • i * No Size Shift Bite No Size Shift Bite • I [5] W3X6 S 4.25 [9] W4X6 S 4.00 •ty - ATE OF /q:: Hangers/Ties Q•.�/ nQr, e�t (J)Hanger Support Required,by others * i0R1'Y.•+ moi/ CA Wind wWrONAL 54. Wind loads and reactions based on MWFRS. #0 278 V!� Right end vertical not exposed to wind pressure. 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall havebrach ins-tailed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face oftrussand position as shown above and on the JointtDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of pro7esslonar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • SEQN:923124 HIP_ Ply: 1 Job Number: 6852198 Cust R 9353 JRef:1 WJ893530015 T29 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.02023 Truss Label: HJ23 / BAF 03/08/2019 5'3"5 9'10"1 H 5.3"5 4,6"11 D — — O 24'6"6 12 a2X4 424 C v kli w 6 Mil r3 t• 4 21 A F E �{t�} 2X4(A1) =4X6 1--- 1 2'1"7 a 9'4..1 6.. 9'4"1 91 0"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.041 F 999 180 g 417 1- /- /- /170 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - E 347 /- /- /- /46 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.011 C - - D 217 /- /- /- /151 /- Mean Height:22.71 ft NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.547 B Brg Width=4.9 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.320 E Brg Width=1.5 Min Req=- D Brg Width=l.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.264 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Lumber B-C 312 -550 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading B-F 513 -277 Hipjack supports 6-11-8 setback jacks with no webs. Wind Maximum Web Forces Per Ply(lbs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. C-F 303 -560 Additional Notes Refer to General Notes for additional information iY1Wq , SFLEA, NO*•..{..M.IFA♦ 9F No. Y AA. StATE OF .rte .944 A1.0021:0/ ... 64****Eiturli7:....4 #0 278 ` IONAL V.' 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, IAll as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN f;,,Gy„q,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org __ • • SEQN:923130 HIP_ Ply: 1 Job Number: 6852198 Cust:R 9353 JRef:1WJ893530015 T28 • FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.05013 Truss Label: HJ24 / BAF 03/08/2019 7'1"4 910"1 T1"4 –F 'i 2,8"13 E — — : O 24'6"6 3X4 12 D 4.24 i/ ,� v 3X4 b) _ Iliiiiiiam. rs� ■ ; 22 T B '� H GF 1112X4 =5X6 i –43 .,/ ■ 21' AJ 1 =2X4(A1) 1112X4 _L I----2'1"7 3'6"6 I 3'5"3 I 2,6"13 II3" 2 3'6"6 6'11"8 9'6"5 9'1b"1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# ' Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.336 I 346 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.618 I 188 180 g 417 /- /- /- /170 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.128 G - - F 488 /- /- /- /130 /- EXP:C Kzt:NA - HORZ L: 0.235 G - - E 76 /- /- I- /67 /- Des Ld: 37.00 Mean Height:22.71 ft ) NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.622 B Brg Width=4.9 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.378 F Brg Width=1.5 Min Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 E Brg Width=1.5 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.131 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Lumber C-D 291 -821 Top chord 2x4 SP SS Dense Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading C-H 811 -278 H-G 803 -281 Hipjack supports 6-11-8 setback jacks with no webs. Wind Maximum Web Forces Per Ply(lbs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. D-G 323 -921 Additional Notes Refer to General Notes for additional information � p`S FL�r,� c'��.• \GENS.••*att Ar No. '' Q�p •64$ •• • y s j R a * ^ I ATE OF rIs w #0 278 !ONA0064,S.PL 0 VCIte.447; visiv",---..,......-_,,,Ay. . 1.' ' 03/08/2019 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,an�failure to build the 1,'OWANV truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of professionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.ipinsi.org;SBCA: www.sbcindusiry.com;ICC: www.iccsafe.org • SEQN:923173 HIP_ Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T33 • FROM:RH Qty: 2 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.09347 Truss Label: HJ27 / BAF 03/08/2019 12 4.24 ./ C BT .. 711 4"3 = _� � All21' A ► p \I 2X4(A1 ) 2'1"7 1'4"4 1 '4"4 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in F SF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):-0.002 C 999 180 g 53 /- /- /- /29 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - D - /-14 /- /10 /- /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:21.21 ft HORZ(TL): 0.001 C - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.9 Min Req= 1.5 TCDL:4.0 psf D Brg Width=1.5 Min Req=- Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.060 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.021 RepFac:No Max Web CSI: 0.000 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Loading Hipjack supports 0-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information • 111.111111140*, 1..i.........yrr(ar'rf CI"•.•• `C E`7 �*4. 61��a?. A No. * .648 * ' * *. * , ATE OF S #0 278 `93.irmiAt..tr 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections$3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of orofessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org,SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • SEQN:923142 EJAC Ply: 1 Job Number: 685219B Gust R 9353 JRef:1WJ893530015 T21 • FROM:RH Qty:.8 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.13093 Truss Label: EJ28 / BAF 03/08/2019 C r( 4)24'6"11 12 6 c, 0 N M f0 Nr B 43 I( kl)_21' A D 2X4(A1) 1—1'6" 7 i 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 368 /- /- /245 /63 /117 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D - - D 126 /- /- /88 /2 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:22.72 ft HORZ(TL): 0.026 D - - C 168 /- /- /69 /74 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf B BrgWidth=4.0 Min Re 1.5 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.646 q= Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.495 D Brg Width=1.5 Min Req=- MWFRS Parallel Dist h/2 to h C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Fi$41N • No. 646 % f * • * = '�, ATE OF • icivip #0 278 'VAIAL V. .. 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin inslalled per BCSI sections B3,B7 or B10 as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN SCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shiIV pping,installation and bracing oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of oroTessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.t.inst.or.,SBCA: www.sbcindustr.corn;ICC: www.iccsafe.or. Orlando FL,32821 • • SEQN:923139 EJAC Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1WJ893530015 T22 • FROM:RH Qty: 6 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.15943 Truss Label: EJ29 / BAF 03/08/2019 D �( a 24'6"11 1 12 ,- = 6 CD in -03X4 `� o C N M f0 1► )� Ik 22 T B '� E \I I 43400.0000001°. M Ili 21 A at G F \/ 2X4(A1) 1112X4 1'6, I 27.8 47 8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.215 F 381 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.393 F 209 180 B 368 /- /- /245 /109 /162 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.107 E - - E 101 /- /- /71 /3 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:22.72 ft HORZ(TL): 0.194 E - - D 187 /- /- /86 /117 /- NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.870 B Brg Width=4.0 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.300 E Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.042 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information i111tlNt O ` t-- 4;Z! V +Y • • • /. No. ; .648 . .1\ STATE OF Az V 44.0 R at••••,:it'.'" #0 278 ' itONAL t , 03/08/2019 - --- --------------- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e6750 Forum Drive listing this drawing indicates acceptance of orotessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL, For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn:TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org .32821 • SEQN:923176 EJAC Ply: 1 Job Number: 685219B Cust:R 9353 JRet:1 WJ893530015 T31 • FROM:RH Oty: 5 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.18683 Truss Label: EJ33 / BAF 03/08/2019 12 C 6 1 B o 4"3 ,..m.K. - 5-‘2_E0_7(., ( ) 2lr A ► D 2X4(A1 ) 1 ' 1'6" 1' —H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.004 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):-0.005 C 999 180 B 218 /- /- /176 /98 /44 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 C - - D - /-56 /- /60 /65 /- EXP:C Kzt:NA HORZ L: 0.003 C - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:21.22 ft ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.5 TCDL:4.0 psf D BrgWidth=1.5 Min Re Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.218 q= Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.090 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 11111111p! ‘ S F „N .4 ..ENS '• G' /. X O. ; •648 a • a * • a ., ATE OF /c • kf V 410R0t, #0 278 ' roivat V 03/08/2019 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN,-,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oro7esslonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. Suite 305 Odando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.ory • SEQN:923421 JACK Ply: 1 Job Number: 685219B Cust:R 9353 JRef:1 WJ893530015 T15 • FROM:RH Qty: 2 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.21610 Truss Label: CJ34 / BAF 03/08/2019 • C 1.1 t 0 23'6"8 12 6 0 CV Co M B 'S' w1=111 21 A ►: D 2X4(A1) 4'11"11 1'6" I- { 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 296 /- /- /203 /92 /121 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - D 88 /- /- /62 /3 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:22.22 ft - HORZ(TL): 0.008 D - - C 114 /- /- /45 /75 /- NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.318 B Brg Width=4.0 Min Req= 1.5 Load Duration:1.25TPI Std: 2014 Max BC CSI: 0.239 D Brg Width=1.5 Min Req=- MWFRS Parallel Dist 0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information • 1."°' \cENSke%.��i f Q . No. $48 M tiT 494S414.SRO..t..<6:01-; car #0 278 ` /0P iA1._....0%. ` 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing9 installed per BCSI sections B3,B7 or B10' as applicable. AppTy plates to each faceoftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawings any failure to build the AN MN'COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of ro-fessionar engineering responsibility solely for the design shown. The sui(ability Suite 305 and use of this dawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.aipineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 SEAN:923424 JACK Ply: 1 Job Number: 685219B Gust:R 9353 JRef:1WJ893530015 T16 • FROM:RH Qty: 2 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.24173 Truss Label: CJ35 / BAF 03/08/2019 C •� s 22'6"8 12 �� ; 6 - 0 B N 403 I I A, 21 mo \I A ► D 2X4(A1) 2'11"11 1'6" 'F2'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 231 /- /- /166 /80 /82 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - D 49 /- /- /40 /3 /- EXP:C Kzt:NA Des Ld: 37.00 HORZ(TL): 0.001 D - - C 56 /- /- /17 /37 /- Mean Height:21.72 ft NCBCLL:10.00 Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf B BrgWidth=4.0 Min Re 1.5 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.245 q= Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.071 D Brg Width=1.5 Min Req=- MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information INMIN Gap`s F +a•a•rra.a 0 (� Vit•'' \cEN'�F't. 4. +0 • lesN©. • .64 •; • t . ATE OF r• �ct. .........-_,-„A, #0 278 jn�lA1. 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 83,87 or B10, as applicable. AppTy plates to each face oftrussand position as shown above and on the JointfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RCOMPANY truss in conformance with ANSI/l PI 1,or for handling,shipping,installation and braciW ng oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of orofessionau en ineerinresponsibility solely for the design shown. The suability and use of this drawing for any structure is the responsibilit9of the Building Designer per ANSI/TPI 1 Sbc.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • SEQN:923505 JACK Ply: 1 Job Number: 685219B Gust:R9353 JRef:1WJ893530015 T17 • FROM:RH Qty: 4 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.26630 Truss Label: CJ36 / BAF 03/08/2019 12 C 6 B 11t A 2116118 o , 21 413 r i'/ 1 „ ' _ W VP A ► D 2X4(A1 ) 1'6" 11"11� 11"11 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 220 /- /- /178 /100 /44 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - D 6 /-14 /- /22 /17 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.000 D - - C - /-46 /- /41 /51 /- Mean Height:21.22 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS B BrgWidth=4.0 Min Re 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.379 q= TPI Std: 2014 Max BC CSI: 0.049 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 C Brg Width=1.5 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information ow C31N.ff7/jv C C � �� aNr a }F •e 41 03/08/2019 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing ins-tailed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN CNV CON.„py truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of prooessronaf engineering responsibility solely for the design shown. The suitability Suite os and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • SEQN:923133 JACK Ply: 1 Job Number: 6852198 Cust:R 9353 JRef:1WJ893530015 T19 • FROM:RH Qty: 2 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.29210 Truss Label: CJ37 / BAF 03/08/2019 D tr. 23'6"8 1 1 6 200 ,C4 co 0 fmi N 22' -I- E B 14 i 4.3 IIjIIIIIIIIMEIII 21' A =31 G F III 2X4 2X4(A1) 27"8 2'4"3 1'6" II 2'7'8 4'11'11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.062 F 928 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.112 F 515 180 B 296 /- /- /203 /92 /121 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 E - - E 58 /- /- /40 /1 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:22.22 ft HORZ(TL): 0.058 E - - D 133 /- /- /64 /77 /- NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.403 B Brg Width=4.0 Min Req= 1.5 Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.091 E Brg Width=1.5 Min Req=- MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.036 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 1M1MN cJAS F AA 4`.,.• \•ENs• .; �, . No. - •848 • * e ! * - lkri . ATE OF / Vq0ROV-4.. #0 278 A 03/08/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10' as applicaSle. Applly plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer toALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A�,,,,,,nM,gHY truss in conformance with ANSIIPI 1,or for handling,s ipping,installation and bracing of trussesA seal on this drawing or cover pane 6750 Forum Drive listing this drawing,indicates acceptance of orofessionarr engineering responsibility solely for the design shown. The suability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 - SEQN:923136 JACK Ply: 1 Job Number: 685219B Gust:R9353 JRef:1WJ893530015 T20 • FROM:RH pry: 2 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 067.19.1621.36327 Truss Label: CJ38 / BAF 03/08/2019 D C 4 ir 12 g „ 22'6„8 6 T \I 6"8 , B ligpi = N at"3 II di21' i A 110-MI G F E Mr III 2X4 2X4(A1) 2'7"8 4"5 1--- 1'6" - - � 2'7"8 x'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.006 F 999 180 B 231 /- /- /166 /80 /82 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 E - - E 13 I- /- /9 /0 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:21.72 ft HORZ(TL): 0.005 E - - D 72 /- /- /44 /34 /- NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.229 B Brg Width=4.0 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.056 E Brg Width=1.5 Min Req=- Fac:Yes Max Web CSI: 0.025 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information . 11114A CIO♦ S• Fit! No. .648 • • • "k • 1 ^ Al • - ATE OF i cc 4 vist #0 278 ` `ONAL tr 03/08/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building fir Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary) bracingper BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached ri d ceiling Locations shown for'permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of oro7essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 CLR Rein -Forcinc Ve 'snoer Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. is specified on a truss design but an alternative web L-Reinforcement or reinforcement method is desired. L-Reinf. ,• Apply to either side of web narrow face. Notes: Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80'/. of web This detail is only applicable for changing the specified CLR member length. shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. ak, For minimum alternative reinforcement, re-run design with appropriate reinforcement type. SIM Use scabs instead of L- or T- reinforcement on webs with intersectingX 1 truss Joints, such as K-web Joints, that may interfere with proper application along the narrow face of the web. T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of' web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(310 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (310 Center scab on wide face of web. Apply (1) scab to each face of web. NE ..r00+6.Witanivr 0 jaFLE4;\ ` ee..•....e t'ne . ..VARIaDG READ AID FOLLOW ALL NOES ON THIS BRAVING ,r Na, ;. •84,8 : Gable Stud Reinforcement Detail ASCE 7-10; 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or' 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or' 100 mph wind speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'V Brace ■ (2) 2x4 'L' Brace 4* (1) 2x6 'L' Brace 4 (2) 2x6 'L' Brace ■w Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S #1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir SPF - NI / k2 Standard M2 Stud lJ #3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' N3 Stud N3 Standard O LJ F Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' I�r Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' Douglas Fir-Larch Southern Plne••■ #1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' #3 k3 J SP #2 . 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Stud Stud I #3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard Standard d cu DPL Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' _ Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' Group BI U S P r(- #1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir #3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' *1 6 Btr L U H F Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Nl w O I�r - Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' Douglas Flr-Larch Southern Pine••■ #1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' N1 k1 SP #2 4' 8' 7' 11' 8' 3' . 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). a1 .--1 D F L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' r:wFor 1x4 So. Pine use only Industrial 55 or Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPP #3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' U H r Stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' - 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O I I Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 100 plf over X SP #1 5' 4' 8' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d #2 5' 2' 8' 9' 9' 1' - 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. �--, DFL Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Syron Attach 'L' braces with 10d (0.128'x3.0' min) nails. - About it able Truss 1 v) #E For (1) 'L' brace, space nails at 2' o.c. �r` In 18' end zones and 4' o.c. between zones. Diagonal brace options � 31E II(For (2> 'L' bracev space nails nt 3' o.c. vertical length may be T i In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' )0( 2, //%17.,,... 'L' bracing must be a minimum of 80% of web brace Is used. Connect L g) member length. diagonal brace for 525# 'L' at each end. Max web Brace �`� Gable Vertical Plate Sizes total length Is 14'. • Vertical Length No Splice • Less than 4' 0' 2X4 [06 DF-L #2 or L■, Greater than 4' 0', but etter diagonal r ."7 3X4 Vertical length shown bracer single 18, - # less than Il' 6' In table above. , r double cut a1vt Greater than 11' 6' 4X4 o 45• as shown) at T'��_TT 1 �-1 l It. . : 3 + Refer to common truss design for upper end. U 0 11 I-a�,f1I .4' '}I�� i' �, peak, splice, and heel plates. _I / / / / In- #Ee I �i Refer to the Building Designer for conditions Connect diagonal at ,■ • T •ov =or '•-- b vertical tengt not addressed by this detail. midpoint of vertical web. Refer to chart ..VARNIki—READ Alm FELLOW ALL NOTES ON THIS DRAWING' -. ,-LOF i3 s REF ASCE7-10—GAB14030, wwfNPORTANI•w FURNISH THIS BRAVING TO ALL CONTRACTONS INCLUDING TIE INSTALLER' Trusses requre extreme core In fabricating,handing,shipping,Installing and bracing. Ref to ant • follow the latest edition of BCS'(Building Component Safety Information, by TPI and SBCA)f• 111501 ri .* DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing • I Unless noted otherwise,top chord shall have properly attached structural sheathing and b• on d I shall have a properly attached r ceiling. Locations shown for permanent lateral restrain ofwebf • DR\,../G A14030ENC101014 A IT P]ss 1 • shall have tracing Installed per BEST sections B3,B7 or BIO,os applicable. Apply plates to e f IILII�[] I`VI of truss and position as shown above and on the Joint Details, Wirers noted otherwise. • '� Refer to drawings 160A-2 for standard plate positions. •e adh, r'•,G Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any devla ''mi" e�f (� �L AN I1.INOOMPANY this drawing,any falure to build the truss In conformance with ANSI/TPI 1,or For handling,ship, • p. .44�t RII•• ,` ` MAX, TOT, LD, 60 PSF installation L bracingof trusses. .'• l\" A seal on this drawing or coverpage Ilst•g this drawing,indicates acceptance of professional M•NN�eM II137231 Riverpod\Dove engineering responsibility solely for the dedpn shorn. The suitability and of this drawing • •�� .• I I Suite 200 for any strucire Is the responsibility of the Biking Designer per A NSI/TPI 1 Sec2. 0. el\\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web site, - I MAX. SPACING 24,0' ALPINE:eww.alpindtw.comi TPI.www.tpinst.orgl SBCA' www.sbcindustry.orgl ICC,wwwiccsafe.org , • Goole Detail _ For Let-in Verticals Gable Truss Plate Sizes About O Refer to appropriate Alpine gable detail for it. minimum plate sizes for vertical studs. Pk orf, „ ,,,,,‘„.....„,,itilrc: +®Refer to Engineered truss design for peak, splice, web, and heel plates. II O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. © © LenihExample: 2X4 0 typ. P 2X4 P 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing © Member Member ki\ © lill O Toe-nail - Or - End-mall OQ To convert from 'V to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nulls: Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. RI•Id Sheathln• Toennlled Nulls: IOd Common <0.148'x3',min) Toenails at 4' o.c. plus • . Web Length Increase w/ "T" Brace 1Nall tri 1 (4) toenails in the top and bottom chords. 'T' Relnf, 'T' T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Slze Increase Reinforcing wind load. 2x4 30 7. Member ASCE 7-05 Gable Detail Drawings Example 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7 10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 6 ASCE 7-16 Gable Detail Drawin s Gable Verticnl = 24'o.c. SP p3 1 Truss P 9 4' o.c. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, T' Brace Increase (From Above) = 30Z = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A1603OENC100116, (1) 2x4 'L' Brace Length = 8' 7' A1803OENC100118, A20030ENC100118, A20030END100118, A200n1'l➢100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, 512015ENC100118, 514015ENC100118 >--" ' l 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015END1l+ + -._l `'rE rip SII53OENC100118, 51203OENC100118, 514030E. :In • ,�s�}-8.. .1.11, 1 1 II 4 Nail 1� !:I S18030ENC100118, 520030ENC100118, 52003,. 110.•� et - 1 15'l Ij/•P4/,,,�y r=: Ceiling See appropriate Alpine gable detail for ma• u.` In ced .r -4(t�er dV)len h. / NO. ' 0348 . it waVARNDNIia READ AND FILLED.,ALL NOTES ON THIS DRAWING wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLER 11 a ii ,#,REF LET-IN VERT Trusses rewire extreme care In fabricating,handling, shipping,Installing and bracing. Ref !fa • DATE 01/02/2018 follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) f• s• y • - practices prior to performing these functions. Installers shall provide temporary bracing p ,CSI. I ATE OF • Unless noted otherwise, top chord shall have properly attached structural sheathing and bo aP�s,,�ip�� ' +++ �y7 DRWG GBLLETIN0118 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrain ) ^S 7,! w A shall have bracing Installed per BCSI sections 53, B7 or 510,as applicable. Apply plates to ea• •A��" 414 441 I* /"�� '` I of truss and position as shown above and an the Joint Details, unless noted otherwise. �A r� O I v Refer to drawings 160A-2 for standard plate positions. A 0 �y !' AN ITWCDIMIPI4NY Alpine, a division of ITV BuKding Components Group Inc. shall not be responsible for any deviatl• �•••NMw1•.0�•.1%, this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shippl . MAX. TOT. LD. 60 PSF Installation t bracing of trusses. A seat on this drawing or cover page Ustbg this drawing,Indicates acceptance of professional *V470/41 \\13723\Riverport\Onve engineering responsibility solely for the design shown. The sutabllty and use of this drawing V'". ��' DUR. FAC, ANY II Suite\200 for any structure Is the respons6KNI tty of the Building Designer per SI/TPI I Sect. - \\Maryland\Heights.\MO\63043 For more information see this Job's general notes page and these web sites, MAX. SPACING 24,0' ALPINE,wne.aipInfitr.comi TPI.www.tpinst.orgi SBCA. www.sbcindustry.orgi ICG www.lccsafe.org Mi.e rioriim?nt has Mean eiFr`yrnniraliy l sionecesIna aMoitalSidnatjre. Printed i i r copes wthoul ar eriona'sionature must 1 \ j,� Alpine,an ITW Company be cerfied using the orig'nal electronic version. 11 6750 Forum Drive,Suite 305 ` ,,rtttiume t�j Orlando, FL 32821 ' � ALPINE Phone: (800)755-6001 ,\,‘ 1a 'a. 41 www.alpineitw.com 1 o• \�i�Nt `',� COA#0 278 e**' *' %.01.. a3/21/2019 a No.7086i ) * .1i: p OFFICE COPY e a.`•F;URt r F�Ss�ONAI ' ,' 4�•w►ssflso Site Information: Page 1: - Customer: Gleckler&Sons Building Supply Job Number: 685219A Job Description: (SHOUPPE CONT)825 SHERRY DR. duval ct Address: ATLANTIC BEACH,FL Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1208.15 JRef#: 1WJL93530001 Wind Standard: NA Roof Load(pdf): None i Wind Speed(mph): 0 Floor Load(psf): None This package contains general notes pages,23 truss drawing(s)and 3 detail(s) Item Seal# Truss Item Seal# Truss 1 080.19.0834.40661 A15 2 080.19.0834.40662 B20 3 080.19.0834.40690 C22 4 080.19.0834.40691 HJ25 5 080.19.0834.40815 HJ26 6 080.19.0834.41098 EJ30 7 080.19.0834.40722 EJ31 8 080.19.0834.40830 EJ32 9 080.19.0834.40660 CJ36 10 080.19.0834.41096 F01 11 080.19.0834.40785 F02 12 080.19.0834.40847 F03 13 080.19.0834.40893 F04 14 080.19.1047.10927 F05 15 080.19.1047.14733 F06 16 080.19.0834.40752 F07 17 080.19.0834.40909 F08 18 080.19.0834.41097 F09 19 080.19.1047.16597 F10 20 080.19.0834.41111 FG01 21 080.19.1047.22080 FG02 22 080.19.0834.41112 FG03 23 080.19.0834.41033 FG04 r; so �IoB �-M 1 hc•:.e:ec No Exceptions ❑ 1 Re,ected 2 R=v,ewec Exceptions Noted u 5 Informahoo Oegy 3 Reside&Resubmit rge-'c rm ntt,e proact requirements exhorted,n Contract O0cumb enand for _5.0, or sr,:he 0,010EOman concept Ins renew does not clew the Contractor horn resaonobihty for _. s .ndory^ifor w:n.cn the Contractor n reaponutrM for complance wtfr an requrrementa ofthe C,-O.rr Documents,ane or the sole and successful construction of the wet This does not corroder the —ems,metnOes,tecnreques,sequence,,and Operations of the••shurtst ria Safety . ..• or s ..dental thereto,which are the sole rsapora0Nd.oy Of the Con. coot. programs 121'1q • EXA r:•G• :CONSULTINGINC. Chc l Checked by: 5lgnatu re: •e Florida Certificate of Product Approval#FL1999 . •tinted 3/21/2019 10:47:45 AM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. 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Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT= additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 l9`" Street, NW, Suite 800, Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council; www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute. 218 North Lee Street. Suite 312. Alexandria, VA 22314:www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustry.co Page 2 of 2 Y.iw t.._ ! r 3 ai r...r- _ S ,k.-«s..: _._!q: .ay: 4i47--,..-- S ..!-----414,4R-u4- t •7 ... "rt.- _- j 0 • _ _ -•' yr. ! . • • - - # �i ' • r . # ! • • • . i .j - - k ♦ t , - - 5,n. a' • • • • :4 • a •.moi. '. • • -ter!#'.' ::.y.: :fl o- .A r • c a '. •a.••. 4.M, '•—. • .f .j, •.yx.. `.`;'rte •;F: .1.•+•-••• +►•L R ._ . -. -..xtl A, IA,,R s'— .� -t .• iii ..-•_, y _ ,. - - ,f s, •-"A .{;. a fa X .c jF a'� I s SEQN:923149/ HIPS Ply: 2 Job Number: 685219A Cust:R R9353JRef:1WJL93530001 T49 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40661 Truss Label: A15 / BAF 03/21/2019 – - 5 2 Complete Trusses Required 3' 9'0"1 14'6"15 20' 255"1 3011"15 37' 40' 3' - - 6,0"1 i 56"13 I 55"1 551 1 5'6"13 1 6111"1 3, -1 12 6 V =C6 =3XX44 =--5X6 =3X44`` =5X6 =3X4 =5X6 L 4'J A B �� " `r n�l�NKis, 10' 3X6(A1) 1112X4 =3X4 a5XX6 -a3X4P a-3X4 =5X6 =3X4 1112X4 a-3X6(A1) — i- 18'4"8 j 217"8 i 1'6" 3'1"12 5'6"13 5'6"13 4'19 3'3" 4'19 5'6"13 5'693 3'1"12 1— I 3'1„121 8'8"9 1 14'3"7 1 18'4"8 I 217'81 258"9 31,3'7 36,10"4 1 40' 'I Loading Criteria(psf) !Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.113 H 999 180 B 631 /- /- /- /141 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 L - - P 1900 /- /- /- /337 /- EXP:C Kzt:NA Des Ld: 37.00 • HORZ(TL): 0.026 L - - J 786 /- /- /- /169 /- Mean Height:15.00 ft NCBCLL:0.00 Code I Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf B Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.971 P Brg Width=5.8 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.298 J Brg Width=4.0 Min Req= 1.5 Spacing:24.0" C&C Dist a:4.00 ft Rep Fac:No Max Web CSI: 0.349 Bearings B,P,&J are a rigid surface. Loc.from endwall:NA FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 81 -464 G-H 100 -571 Top chord 2x4 SP#2 C-D 91 -538 H-I 166 -961 Bot chord 2x4 SP#2 E-F 1126 -206 I-J 110 -626 Webs 2x4 SP#3 Nailnote Maximum Bot Chord Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Chords Tens.Comp. Chords Tens. Comp. Top Chord:1 Row @12.00"o.c. B-S 401 -67 0-N 538 -101 Bot Chord:1 Row @12.00"o.c. S-R 406 -64 N-M 970 -177 Webs :1 Row @ 4"o.c. R-Q 532 -99 M-L 550 -90 Use equal spacing between rows and stagger nails in each row to avoid splitting. P-0 89 -597 L-J 545 93 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: ovototrtn rsitstptotji D-Q 128 -687 O-G 161 -831 Chord Spacing(in oc) Start(ft) End(ft) �' lr� '4,, TC 102 3.00 37.00 �} `.tia i, E-P 196 -1030 N-H 80 -416 Apply purlins to any chords above or below fillers se' s•r•• 'r••.• t+ %, P-F 162 -732 M-I 426 -79 at 24"OC unless shown otherwise above. .i ,N .ee.\v +�a ...(1 �% F-0 507 -58 .1' « Y' Loading A•• 'I • I(}#1 hip supports 3-0-0 jacks with no webs. _ , r V$1. Wind * a F. r Wind loads and reactions based on MWFRS. �, AT r _+ • Additional Notes l • .”�(,ti Refer to General Notes for additional information 1/.1". Kifil * -1 '••`��1 yt�`` COA �e lONA� '3:04‘411r 44 t mpittx+1i1M1 03/21/2019 `— "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCS!(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have br cingg insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. 'Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the pN„ ,py,AN,' truss in conformance with ANSI/TPI 1,or for handling,shi µ pping,installation and bracing oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com_TPlIwww.t inst.or ,SBCA: www.sbcindus com;ICC: www.iccsafe.or Orlando FL,32821 1 9 P 9 P _ __ P—._9 vY— _9._. i 1 SEQN:923502/ HIPM Ply: 1 Job Number: 685219A Cust:R R9353JRef:1WJL93530001 T37 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40662 Truss Label: B20 / BAF 03/21/2019 3' 8711 1371 19'1" 3' I 56"11 I 5'1"7 I 5'4"15 H 12 =4X6 =5X6 1112X4 =4X6[18] 6 C D E F T T B N io a^3°3A o 0- I f - I i c' 010' Ii' 2X4(A1) 1112X4 =5X6 3X10[17] 1112X4[20] 19'1" 3'1"12 5'1"7 5'715 5'715 H 1'6" _ "" H 3'1"12 8,3"3 -- 13,9"1 -- 19'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.256 D 886 180 B 854 /- /- /- /180 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 C - - G 734 /- /- /- /130 /- EXP:C Kzt:NA g HORZ TL: 0.047 C - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft ( ) NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 TCDL:4.0 psf G BrgWidth=4.0 Min Re 1.5 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.987 q= Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.673 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.750 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 B-C 242 -1380 D-E 337 -1919 Lumber C-D 387 -2241 E-F 337 -1919 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table B-J 1202 -204 I-H 2274 -409 J-I 1210 -199 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [17] W3X10 4.25 R 1.25 [18] W4X6 2.25 R 1.50 Maximum Web Forces Per Ply(lbs) [20] W2X4 S 2.25 Webs Tens.Comp. Webs Tens. Comp. Purlins C-I 1074 -196 F-G 155 -673 H-F 1968 -346 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 3.00 19.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. .$+,i'`'`° O z�+,r Loading . �4 «�.«..,,,�t. ,j�� ..&,#1 hip supports 3-0-0 jacks with no webs. e4..* Nse 6; '.S 1.,, . Left side jacks have 3-0-0 setback with 0-0-0 cant : 1 '+ "� and 1-6-0 overhang.End jacks have 3-0-0 setback •� 8: with 0-0-0 cant and 1-6-0 overhang.Right side jacks s have 0-0-0 setback with 0-0-0 cant and 0-0-0 ‘4( 1, s xoverhang. 1 $ =— Wind �fsiS 'AT ��~ R Wind loads and reactions based on MWFRS. !: �tfl%� .f . . 'fir r Additional Notes '�<k``,,, .*,,.1.v, .. . Refer to General Notes for additional information COA ,'a+",, , s tiotthtt> 03/21/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10 as applicable. Applplates to each faceof truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to' ALPINE 'drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the _, truss in conformance with ANSI/TPI 1,or for handling shipping,Installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suifabrhty Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com;TPI: www.tpinst_org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 , SEAN:923185/ MONO Ply: 1 Job Number: 685219A Cust R R9353JRef:1 WJL93530001 T46 / FROM:RH Qty: 6 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40690 Truss Label: C22 / BAF 03/21/2019 1'6" 6" 1112X4 1112X4 C F 12 6 v r E T B . �� fV 1 i pr-... ..m' ;i 141D10' A – ►i II X4 1112X4 –2X4(A1) 1112X4 i—1'6" 1--1'6"–_..1 1 77"12121 11'06""4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.007 C 999 240 B 550 /- I- /167 /74 /28 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C - - G 141 1- /- /30 /43 /- Des Ld: 55.00 EXP:C Kzt:NA HORZ(TL): 0.013 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.0 Min Req= 1.5 TCDL:4.0 psf G BrgWidth=- Min Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.354 Req= Load Duration:1.00 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.087 Bearing B is a rigid surface. RepFac:No Max Web CSI: 0.243 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber — Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 102 plf at -1.50 to 102 plf at 1.50 BC:From 10 plf at 0.00 to 10 plf at 1.50 TC: 343 lb Conc.Load at 0.65 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 0 0.50 1.50 Apply purlins to any chords above or below fillers {alftlr ttrrArr at 24' OC unless shown otherwise above. `� H. ,y"r'�*0f Hangers I Ties .•. � eco,,` g *''+rte 1, ,E ,s 0 (J)Hanger Support Required,by others '+m .. I .. Wind ,,-._ Wind loads based on MWFRS with additional C&C s m o.708` l a^ • 11{ member design. . � Right end vertical not exposed to wind pressure. k* i, r Additional Notes04Sik S AT Q • *i Q yar" Refer to General Notes for additional information t.`ItiVit,,,..le •••y14') Ilit,*,+�f1. (4' r COA:40NAL too' r esnennoto 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, /46 as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ,4 LSI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page,, 6750 Forum Drive listingthis drawing,indicates acceptance oforo esslona engineering responsibility solely for the design shown. The suitability Suite os and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. £ Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.ipinst.or9;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org r SEQN:923514/ HIP_ Ply: 1 Job Number: 685219A Cust:R R9353JRef:1 WJL93530001 T54 / FROM:RH Qty: 3 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40691 Truss Label: HJ25 / BAF 03/21/2019 C 12 � 1 ilk 1166 4.24 '/ Nr 0) B co -(:\I 403 I 1� / \ 10' ► W A ► D 2X4(A1) " 2r1 rr7 4'2"3 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 193 /- /- /- /63 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - D 13 /- /- /15 /- /- EXP:C Kzt:NA HORZ(TL): 0.003 D - - C 46 /- /- /- /22 /- Des Ld: 37.00 Mean Height:15.00 ft ( ) Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.411 B Brg Width=4.9 Min Req= 1.5 BCDL:5.0 psf D Brg Width=1.5 Min Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.109 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 , Lumber .-- — Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information 0tit4lttift4fitttt ✓i fi H, '�1,..1%,,, it... ••1s>X1 .'k) fie �f!. I1 Q o.708. I I j ! A _ 3 E .r • w ,a s• S AT . 0 ;'�lp . C: •:1 . 1 N .•.. f COA 1�0NAt.v' • '� 03/21/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10 as applicable. Appy plates to each face.oftrussand position as shown above and on the JoinFDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of oro-fessionaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC_www.iccsafe.org Orlando FL,32821 SEQN:923170/ HIP_ Ply: 1 Job Number: 685219A Cust:R R9353JRef:1 WJL93530001 758 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40815 Truss Label: HJ26 / BAF 03/21/2019 12 C 4.24 0 I_ ,2 _ M-1111111.111.3 / a' 101 0.-- D A 2X4(A1 ) H 2'1 "7 _ 2'0"1 1 2'0"11 __ • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.002 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):-0.003 C 999 180 B 87 /- /- /- /30 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.001 C - - D - /-9 /- /6 /- /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.001 C - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 B Brg Width=4.9 Min Req= 1.5 D BrgWidth=1.5 Min Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.135 Req= p Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.038 RepFac:No Max Web CSI: 0.000 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Hangers/Ties Bearing at location x=2'0"11 ,y=10' uses the following support conditions:2'0"11 Bearing D (2'0'11,10')TJC37 Supporting Member:Unavailable (4)0.131"x1.5"nails into supporting member, (4)0.131"x1.5"nails into supported member. Recommended tie connection based on manufacturer tested capacities and calculations for vertical reactions.Conditions may exist that require ,�q tttttttttr>+tt1r/,ti different connections than indicated.Refer to 1•' (.j �t>P �`� manufacturer publication for additional information. Tt Loading ��••.;�, `'S' '1 °0 r Hipjack supports 1-5-8 setback jacks with no webs. •'� �" *L p R Wind Q • Wind loads and reactions based on MWFRS. g * ; \ Vs B. Additional Notes — Refer to General Notes for additional information �� S ' ' 0 ;•t,�.F • 1 X:4,6% 4 * -I% COA i ONA\-� ,, � 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f1'rsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation frothis drawing,apy failure to build the „„„,„„4„„,truss in conformance with ANSI/I PI 1,or for handling,shimpping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this•ob's•eneral notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SPCA: www.sbcindustry.com;ICC: www.iccsafe.or Orlando FL,32821 �--' R_ - :,. '137i;' "9h r Tç ; tir ' "z'- �Y' E < ?. }r,.. t/-'. ,r1.7,644 S 4 • — 'f y r x.'r y ir.7. q.fite �a i3 � r n .. L ,,r -fisr .v fhrt 2�,. � ,..1,•.: ; 1s F , i� � xe 4 ' 1; J r7., ` s` {Y ''`X ,s itlit,n t � •_. _ ter. 'f. ,f r k. .. '. _. J v r ' ay .F . �- ., i js 'S` Y m�. y den 't 4 - rz i ,4- 44 y 4-", ; -F Vrt IL; ,, h AS 4 SRF s ; . yr • ' . -'.4', f. ,_ Y _ . q ....-,---7-7,—*------,---.. �'� =*raa ''',"i'sea ' . 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F¢ t� '� 3k"' 4. � 'p Y w l 'jr""'.^+A'+i�'r i '�M'—lM�'s� e a J '..4.....,...4..,.--,-..-i ,„7 ., w— .,«w am' .. ci .tet �'`i.'i2e:-• .. s .5 6 s"e,, ;,4.. ,,^ �i:t :.�-._x`: • SEQN:923155/ EJAC Ply: 1 Job Number: 685219A Gust:R R9353JRef:1 WJL93530001 T50 / FROM:RH Qty: 25 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.41098 Truss Label: EJ30 / BAF 03/21/2019 C 12 I 11'6"11 6 1 - M b BN r ZO N II �� /k 10 A pp D yr X4(A1) ' H 1'6,t I 3 H 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) ~ TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 232 /- /- /167 /53 /64 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - D 49 /- /- /39 /1 /- EXP:C Kzt:NA T Des Ld: 37.00 HORZ(TL): 0.001 D - - C 57 /- /- /20 /27 /- Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf B BrgWidth=3.5 Min Re 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.225 q= TPI Std: 2014 Max BC CSI: 0.073 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber --- ------ - — ---- Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 01111itiiflint#4.4,,r _ �•�+,�'� H, fJ'��,`"-1. r +M,y•••i8** i, ��r4I+ 5 s t+ 0.708. 1 E. • • kik i ,, ..,0,/t. SAT`» :k . 1'c\ p. ��41 COA 4/ ONAL ,.. 00 too 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)ter safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forDermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or 810, 11116 as applicable. Apply plater to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the COMPANY truss in conformance with ANSI/f PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing,indicates acceptance of roTesslonar engineeringresponsibility solely for the desi n shown. The suitability Suite 305 and use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Yir • SEQN:923158/ EJAC Ply: 1 Job Number: 685219A Gust:R R9353JRef:1 WJL93530001 T52 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DtwNo: 080.19.0834.40722 Truss Label: EJ31 / BAF 03/21/2019 C 12 �� Is,: 11'6"11 6 CO B N r9 II �� i'\1 10' 001 A �1,) E � D X4(A1) I 2'4"12 I— 1'6" I 3 -I 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 223 /- /- /159 /47 /42 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - E 78 1- /- /72 /12 /- EXP:C Kzt:NA HORZ TL: 0.001 D - - D - 1-9 /- /7 /15 /- Des Ld: 37.00 Mean Height:15.00 ft ( ) C 55 /- /- /19 /15 /- NCBCLL: 10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.209 Wind reactions based on MWFRS BCDL:5.0 psf B Brg Width=3.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.048 E Brg Width=5.6 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 D Brg Width=1.5 Min Req= - Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) C Brg Width=1.5 Min Req= - GCpi:0.18 Plate Type(s): Bearings B&E are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Members not listed have forces less than 375# Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information oyiitttttt. . /.s4,1- itN rale >j�� rr�• tf r'!! 1 �(i 1 fJJJ��1 s *' .*a•R•a*• 4,,` • *• �« - ; 110.708. 1 % y z • _ 1 ! gq'p (q . j, S A 1 �K ;.,1' i '°�`a,,., ‘491(444.4 COA a NAI.� '.t annsentNt+*y't 03/21/2019 *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted olherwisetop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face otruss and position as shown above and on the Join etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of orooessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 Orlando FL,32821 `� For more information see this lob's eneral notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org 2 <' � a3i '--%':•-•:.--7.- 3x t 'ta b � - : 5,� 5 ` < s` •' F�' P t ^y7� -� t 4- . -�o ` 1 - maS. k- � ¢ � # ` . --.yA. ` ds" ,- x ,, -0 f1;.J.:;.''1.1' 1 ;-. '/,:,:,.-1.', 5yu •. . a -I k i ; " Y Y 4' #j . .'1 k Y '. 43 : . { A Y{., :Y f. a i' d � � Yd • ',.1:',..;'-.. .- . F 1 SS !fix`r�, Y.�.tS, F ^ Y •. 4'4. f� ._ � ,:',-;?.:45,..' ®x b iy. st- tv .x yS , L qk''';-".,...,'"'?,• - wx— e_4 -t.'7"..4.:7, J �_ moww. _ p ,.. „?..,-..-,:.,-,,,...z,„,.. 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B co V— N A 4"3 I/ i' 10' i A ► D . 2X4(A1 ) 1'6" H1'611 1 r6rr H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DDefl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.006 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs: NA VERT(CL): 0.010 C 999 180 g 204 /- /- /157 /61 /32 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 C - - D 19 /-4 /- /44 /30 /- Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.004 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 B Brg Width=4.0 Min Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf D Brg Width=1.5 Min Req= - Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.201 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.062 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Loc.from endwall:not in 9.00 ft FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber — —— — — ---- Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information oyttrsuituMItti ,.�.,,,,�s*... .H.!a* 5��"?�Vdo:\GEJk str; 0.;.. 4 E. • f w. _ I o,708►1 _ * : , 11 E. VI 4 • SAT • di AV X.r..-•• id., II —I% *••"4,1/4', COA frftWON At.V40," giesananips 00 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT''* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord stlell have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin ins'talled per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_ omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/7P11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of professronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibiliWof the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this ob's.eneral notes•a•e and these web sites: ALPINE: www.alpineitw.cornTPI: www.tpinstorg;SBCA: www.sbcindustry.com:ICC: www.iccsafe.org x •v t • yy 1111 it, ,,^yy F,, .t ' S a - ^S trz ''+�,e'•-u, 445 ,z,�u w. 54 .. �._ . .s, r}a5..+. +sati+—. r_.....r• :'''''•;.::, ,,. .6- � a ..4.---11,,.-;,—+ yri• :, '' •-Z _ . _., e. ....tea:.: 4---z- `"'-r °.y.. ,.. w.- t y.t6.a .L+ ,.6� - .-d' t !: i QY de ax *, ti 3 • . ! ylj • •¢. • Y -•••4r- R A.,Y':,-,*' �� t "� �`�y,,. �+r f 7; x t 4-4 .ei • • r' t _ y3. ,-.,..1'0,.- b6 w •t . Yw �; ;•,,1• , '' 3 '� . Ss ' • w t • s,.--...� t ,.L..,w.yr..•w.. „t4+.._.., :�*.- Y Y s= . y ..�. • '.4 - 44. S-' d j - .. '}.+ f uM ^. •tt, 3.r. Y • 1 F 4:•_q z ,,,-* fir,%. 4-,' ,� ��, .; 0.'1 #I' ,�u* ;?'L'r.�, ---Fr It a r }� - K d ti's � :a r y w >.. ''''Sc ; t 1st{ , t,s a' ♦ • .� � d P • s . �•' t„s • , fir s Sy,�y"�r'"+'6 •�.= A `� ifi 3 , .rH JIF. 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'..:.., 1r a.'6.A -.} . .,.'�4` ,' s°j' a.•_�.t r • SEQN:923511/ JACK Ply: 1 Job Number: 685219A Cust:R R9353JRef:1 WJL93530001 T17 / FROM:RH Qty: 8 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40660 Truss Label: CJ36 / BAF 03/21/2019 12 C 6 B OM /, 21'6"8 o %V 4"3 I C° Ali 21' A D MI 2X4(A1 ) 1'6" I 11"11 H 11 "11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 220 /- /- /178 /100 /44 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - D 6 /-14 /- /22 /17 /- EXP:C Kzt:NA Des Ld: 37.00 Mean Height:21.22 ft HORZ(TL): 0.000 D - - C - /-46 /- /41 /51 /- NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.379 B Brg Width=4.0 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.049 D Brg Width=1.5 Min Req= - C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:0(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02.1208.15 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information , 10143 Fltttf1tttfut„ i 41, t I li\ i ; 0.1 3 = 1 * r " + ' + + s „ ,i t T`: 0 • , i;s jcf +*fl1s+'!.♦ 'kms COA t' rt/ tV A1. +wt+t'"a° 03/21/2019 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE- Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,M,,,,Ou,A;,, truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover me 6750 Forum Drive listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA www.sbcindustry.com;ICC: www.iccsafe.org 4 SEQN:923499/ SY42 Ply: 1 Job Number: 685219A Cust:R R9353JRef:1WJL93530001 132 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ci DrwNo: 080.19.0834.41096 Page 1 of 2 Truss Label: F01 / BAF 03/21/2019 6'7"12 , 8'1012 20'6"12 0'8"4 2413"4 I 26'2"4 39'10"8 6'7"12 2'3" I 11'8" 'I"8 4' l'6'1 13'8"4 11 H(TYP) 112"1 P"-1-4 Pili ,12.x,, 3,14 �� 2p"14 P"Ii T � � . WF 3 X 4 1112X4 1112X4 11131X4[27][27 1112X4 1112X4 =4X6112X4 =2X4 1112X4 1112X4 1113X4 1114X6[191(191 1114X6 III3X4(291129 1113X4 1112x4 1113X4 =2X4 A B C D E F G H I J K LMNO v P R S T U V W X Y Z iN 1 a\�/\/\ / \ \,/\ \.� `k \/\ /\:/1\/\ X10' AV AU AT AS AR AD AP AO AN AMAL AK AJ Al AHAG AF AE AD AC ABF 1112X4 1112X4 1113X4 =4X6 1114X61113X6124 24) 1113X4[30][30] =4X6 1113X6[44][44]=3X6 =3X6 III 4281[28) 1113X4 1112X4 1112X4 W=3X4 A 15'5"8 * 24'5" [- 39'10"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.326 AG 888 36. Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.456 AG 636 241 AV 761 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 AB - - AO 2494 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 HORZ(T ) L: 0.070 AB - - AB 1251 /- /- /- /- /- Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code I Misc Criteria CreepFactor:2.0 AV Brg Width=2.8 Min Req= 1.5 Soffit 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.512 AO Brg Width=5.8 Min Req= 1.5 AB Brg Width=3.3 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.875 Bearings AV,AO,&AB are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.675 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration.NA WAVE VIEW Ver:17.02.02.1208.15 - - - - B-C 0 -800 N-O 0 -1946 Lumber C-D 20 -1276 O-P 0 -2477 Top chord 4x2 SP SS Dense D-E 20 -1276 P-Q 0 -3407 Bot chord 4x2 SP SS Dense E-F 211 -1316 Q-R 0 -3420 Webs 4x2 SP#3 F-G 496 -1027 R-S 0 -3583 Plating Notes G-H 496 -1027 S-T 0 -3665 H-I 862 -329 T-U 0 -3665 All plates are 3X4 except as noted. I-J 1805 0 U-V 0 -3298 Plate Shift Table J-K 1805 0 V-W 0 -2582 K-L 254 -515 W-X 0 -2582 JT Plate Chord JT Plate Chord L-M 0 -1930 X-Y 0 -1445 No Size Shift Bite No Size Shift Bite M-N 0 -1930 [19] W4X6 S 1.50 [24] W3X6 1.25 R 1.25 [27] W3X4 1.25 L 1.25 [28] W3X4 1.25 R 1.25 [29] W3X4 1.75 R 1.25 [30] W3X4 1.25 R 1.25 Maximum Bot Chord Forces Per Ply(lbs) [44] W3X6 1.75 R 1.50 Chords Tens.Comp. Chords Tens. Comp. plgliftlflNkrarrr�`r AV-AU 478 0 AL-AK 1946 0 Deflection i�a .* M y''r. AU-AT 1106 0 AK-AJ 1964 0 Max JT VERT DEFLCAMB10DEFL:LL:14 for camber 3r DL:0.17".recommendations.detail Y +�e.��.+....,.•.•/f,'r�4.. AT-AS 1318 -206 AJ-AI 2983 0 �•+ GE S4, .'0 AS-AR 1316 -211 Al-AH 3420 0 Additional Notes I i• ` ; - AR-AQ 1312 -217 AH-AG 3435 0 Refer to General Notes for additional information AQ-AP 749 -661 AG-AF 3722 0 1+2x6 continuous strongback.See detail i 0.708 1 AP-A0 0 -1191 AF-AE 3554 0 STRBRIBR1014 for bracing and bridging = AO-AN 0 -833 AE-AD 3025 0 recommendations. * i AN-AM 1286 0 AD-AC 2076 0 • - AM-AL 1286 0 AC-AB 796 0 Deflection estimate assumes composite action with S 'AT (� single layer of the appropriate span rated glue-nailed 1 00‘� wood sheathing. �X.A. •• !Cj * 40 (`�j{ Maximum Web Forces Per Ply(lbs) 'N l t -it .• Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. � -•.....,•••••' �� i� S�' AV-B 0 -852 0-AJ 982 0 COA 1 1 °NAL �N�t AU-C 26 -552 PJAl 1018 980 03/21/2019 F-AQ 0 -853 Al-Q 0 -495 AQ-H 602 --0---AH-R__. - 1 _621-- **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building 'Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, �� as applicable. Applplates to each face,oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildl'na Components Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr wig or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of oro7essionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn_TPI: www.ipinst_ors SBCA: www.sbcindustry.com_ICC: www.iccsafe.og_- Orlando FL,32821 SEQN:923499 / SY42 Ply: 1 Job Number: 685219A Cust R R9353JRef:1 WJL93530001 1.32 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.41096 Page 2 of 2 Truss Label: F01 / BAF 03/21/2019 H-AP 0 -889 R-AG 840 -108 AP-I 918 0 AG-S 154 -481 I-AO 0 -1170 U-AE 0 -461 AO-K 0 -1694 AE-V 492 0 K-AN 1418 0 V-AD 0 -771 AN-L 0 -1451 AD-X 883 0 L-AL 1283 0 X-AC 0 -1137 AL-N 0 -521 AC-Y 1171 0 AK-O 0 -556 Y-AB 0 -1436 t�tt yjy7titfiilfiffifir lift 1I H. '1's f ` . f 14o.708. 1 i * i • i It 1' 1.:• #o* SAT " O : . \S.*1 . , -�> .• * 1 0 � 03/21/2019 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr"safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A LP I N E Alpine,a division of ITW Building_ omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 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A ii � " � : e, : •'�' F ';,�' , ' s z ¢t Kc . gqy , _;.' 1: 7 _ '• ,,y .: � ., zri.:x -111:r4:;!-y f .:}•€ h : c.1 ' •• „:::",..--.4,..„..:ticA,,-,,, ,,,--.3„,!.,•:,._•••••4;:,- :.-:-f•-?,,, .-,,,,, -,-..-,,,: i;,. ...4-......,,,.;-,...1-4:.;0.,-1.`.-..,+ ...\i-.-.'4 ,. ....n.,• -.4�tai-i..�-a.-,7!.-..,r.S�.a,- v a ` t. 1n . 1. ky0� sT-as .:-..,..,_::-.,,..-.2.-4$..._.-4:,-,:,.. .. . .!.7.-i.-,;.4-% .* .r •4T- f� _— r. s t�' J ^ rQi � Yr ix`y . fr}� .om -3•k,'4k. te6J;" s_ a _• b + "" . _ .-",- ;--:"..4.-d-,4 Ta` i...a..7 `k SEQN:923333/ SY42 Ply: 1 Job Number: 685219A Gust:R R9353JRef:1WJL93530001 T48 / FROM:RH Qty: 5 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40785 Page 1 of 2 Truss Label: F02 / BAF 03/21/2019 5'4"8 7'4"6 24'5"4 26'5"4 3910"8 II 5'4"8 2' 1 17'0"12 2' I 13'5"4 g �3"„ $�3,,,, y�3", �3,,,., �3",., 2'6" 2'4"4 (TYP) III2X4 1112X4 1112X4 III2X4=W=3X4 1113X4[39)[39].4X6 2X4 1112X4 1113X4 1113X4 1114X6(16][16] IIi4X6 1113X4 1113X4 1112X4 1112X4 1112X4 .2X4 A B C D E F G H I J K LM N 0 P Q R S T U V W X (V � \// \\ \/\,/,\v \`/ \�/,\I/'\ 114y\-44-"/\•/\ \/\/\ /'\/\ _4.10' L WW S AR AQ AP AO AN AM AL AK AJ Al AH AG AF AE AD AC AB AA Z f II3X4 1113X4 =4X6 1114X6117)[17]=5X6 1113X4 1113X4 =4X6 1113X6[401[401=4X6 1112X4 =W=H0310 1112X4 I- 13'0"4 1 26'10"4 "1 I 39'10"8 I p Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.435 P 733 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.602 P 530 240 AR 614 /-55 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 Z - - AL 2578 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.083 Z - - Z 1366 /- /- /- /- /- Mean Height:NA ft g Width=3.3 Min Re =q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 AR Br 1.5 TCDL:NA psf AL Br Width=4.0 Min Re 1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.567 g q= Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.934 Z Brg Width=3.3 Min Req= 1.5 RepFac:Yes Max Web CSI: 0.762 Bearings AR,AL,d Z are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 Lumber B-C 112 -603 M-N 0 -3111 C-D 485 -835 N-O 0 -3922 Top chord 4x2 SP SS Dense D-E 492 -838 O-P 0 -4302 Bot chord 4x2 SP SS Dense E-F 667 -739 P-Q 0 -4302 Webs 4x2 SP#3 F-G 1166 -183 Q-R 0 -4306 Plating Notes G-H 2024 0 R-S 0 -4306 H-I 2024 0 S-T 0 -3763 All plates are 3X4 except as noted. J-K 0 -1942 T-U 0 -2894 Plate Shift Table K-L 0 -1942 U-V 0 -2894 L-M 0 -3111 V-W 0 -1599 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [16] W4X6 1.75 L 1.50 [17] W4X6 2.25 L 1.50 Maximum Bot Chord Forces Per Ply(lbs) [39] W3X4 1.25 R 1.50 [40] W3X6 1.75 R 1.50 Chords Tens.Comp. Chords Tens. Comp. Deflection AQ-AP 799 -241 AH-AG 3577 0 titttuttituyrt�r ,` AP-AO 838 -492 AG-AF 4293 0 Max JT VERT DEFL:LL:0.43"DL:0.22".See detail ►ir• AO-AN 834 -506 AF-AE 4302 0 DEFLCAMB1014 for camber recommendations. .011" WN. ri, AN-AM 523 -935 AE-AD 4406 0 Additional Notes •••••"'•••... .".„.k..,� AM-AL 0 -1431 AD-AC 4104 0 ! /"•jr►r L`E' S 1 ir AL-AK 0 -954 AC-AB 3415 0 Refer to General Notes for additional information `r s • AK-AJ 1204 0 AB-AA 2307 0 +2x6 continuous strongback.See detail at"V:• ( ' AJ-AI 2622 0 AA-Z 873 0 STRBRIBR1014 for bracing and bridging : 708,1 AI-AH 2622 0 recommendations. • ," Deflection estimate assumes composite action with s • • j 'k . Maximum Web Forces Per Ply(lbs) single layer of the appropriate span rated glue-nailed a- Webs Tens.Comp. Webs Tens. Comp. wood sheathing. S AT : ti Truss must be installed as shown with top chord up. t ; �•:44r$ AR-B 84 -675 L-AH 919 0 % ,/ x, B-AQ 413 -118 AH-N 0 -874 '41/441•4,7, 41,..14 i .•••,��`y11 C-AP 65 -440 N-AG 764 0 4 e"""•" ,c)\;" AO-E 511 0 AG-O 0 -1001 COA it i,7uS/ NSA X041`` E-AN 0 AN-F 701 9 4 0-AF 438 -68 0 AE-Q 352 -531 03/21/2019 F-AM 0 -816 S-AC 0 -616 AM—Sz 830 0 Ac-__T _627 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insailed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the ,v.:c,,,;;, truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing oftrussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of roTessronaf engineering responsibilitysolely for the design shown. The suitability Suite os and use of this rawing for any structure is the responsibility of the Building Desiger per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 SEQN:923333 / SY42 Ply: 1 Job Number: 685219A Cust:RR9353JRef.1WJL93530001 T48 / FROM:RH Qty: 5 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40785 Page 2 of 2 Truss Label: F02 / BAF 03/21/2019 G-AL 0 -1108 T-AB 0 -908 AL-I 0 -1865 AB-V 1024 0 I-AK 1600 0 V-AA 0 -1277 AK-J 0 -1580 AA-W 1309 0 J-AJ 1327 0 W-Z 0 -1574 AJ-L 0 -1227 .t011#1tiuggpt ii \*�° H. ff(',,s414., ri 1 �*,};"'y10E` �s ,0 y' • • o. 08,1 •N • „off; S 'T : 0 : , t: ^440 �.i..•i:-. CMS CO/�I� 0id�t 03/21/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, /11664. as applicable. Applplates to each faceof truss and position as shown above and on the JoinrDetails, unless noted otherwise. Rtefer to/ ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildinggComponents Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the truss in conformance with ANSI/T PI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawirlg or cover page,. 6750 Forum Drive listing this drawing,indicates acceptance of prolesslonar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this dawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this.ob's•eneral notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn;ICC: www.iccsafe.org Orlando FL,32821 " SEQN:923376 I SY42 Ply: 1 I Job Number: 685219A Cust:R R9353JRef:1 WJL93530001 753 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40847 Page 1 of 2 Truss Label: F03 / BAF 03/21/2019 68" 5'4"8 14'1"8 16'2" 28'312 39'10"8 1- 7'11 " I I " 2 h- 548 2' 678 2'0" 121" 2 2' 9,6"12 112"11 V1_ P"g p"„ 3,.11 1'"1-1 1--2,5„4'd P"g 2,6"12 3"1 3"1 1'3"1 13"1 2714 rf 3"1 (TYP) W=3X4 =W=3X4 1112X4 1112X4 1112X4 III2X4 1112X4 1112X4 1113X4[44][441 2X4 1112X4 III2X4 1112X4 III2X4 .4X6 1113X4 11I 3X4 1113X4 1112X4 =2X4 A B C D E F G H I J KLM N O P Q R S TU V W X Y Z AA T ae 1 L ,/\ /`\./1\/\,/ +, R2 /\/\, ./\;/\, 10' /�// ACP AU AQ AP AO AN A AL AK AJ AlAI AH AG AF AE AD AT AS AR =4X6 1113X6[251[251=4X6 1113X4 1113X4 =3X6 1113X4143143]=3X6 1112X4 =W=3X4 IX----8'2" 1 3' 1 7'5" -1- - 210"4 —i I- 39'10"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.194 T 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.264 AG 945 244 AU 131 /-17 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.026 Z - - AU'92 /-9 /- /- /- /- EXP:NAKzt:NA HORZ(TL): 0.036 Z - - AP 937 1- /- /- /- /- Des Ld: 55.00 Mean Height:NA ft ( ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor 2.0 AM 1699 /- 1- /- 1- /- TCDL:NA psf AC 1062 /- /- /- /- /- Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.757 AR /-275 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.511 AU Brg Width=3.3 Min Req= 1.5 Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.559 AU Brg Width=98.0 Min Req= - Loc.from endwall:NA FT/RT:0(0)/5(2) AP Brg Width=4.0 Min Req= 1.5 I:NA GCpi:NA Plate Type(s): AM Brg Width=4.0 Min Req= 1.5 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 AC Brg Width=3.3 Min Req= 1.5 Lumber Bearings AU,AU,AP,AM,&AC ar Top chord 4x2 SP#2 e a rigid surface. Bot chord 4x2 SP#2:82 4x2 SP SS Dense: Members not listed have forces less than 375# Webs 4x2 SP#3 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes E-F 461 0 P-Q 0 -1558 All plates are 3X4 except as noted. F-G 990 0 Q-R 0 -2264 Plate Shift Table G-H 990 0 R-S 0 -2608 H-I 853 -25 S-T 0 -2617 JT Plate Chord JT Plate Chord I-J 854 -31 T-U 0 -2618 No Size Shift Bite No Size Shift Bite [25] W3X6 1.25 R 1.50 [43] W3X4 1.75 R 1.25 J-K 857 24 U-V 0 -2536 [44] W3X4 1.25 R 1.25 K-L 1139 0 V-W 0 -2536 L-M 1139 0 W-X 0 -2073 Additional Notes M-N 1139 0 X-Y 0 -2073 Refer to General Notes for additional information ututmt1Ht , �g4 N-O 0 -424 Y-Z 0 -1195 El !r►I 0-P 0 -1558 +2x6 continuous strongback.See detail `� r l• '4 STRBRIBR1014 for bracing and bridging li'..,r••+•..,,:` � �� Maximum Bot Chord Forces Per Plylbs recommendations. {t ++ E +• (lbs) p '►� D.\�i �S .+*t� Chords Tens.Comp. Chords Tens. Comp. Deflection estimate assumes composite action with �+ Y single layer of the appropriate span rated glue-nailedI ; • AQ-AP 0 -700 AJ-AI 1988 0 wood sheathing. i AP-AO 0 -834 AI-AH 2454 0 Truss must be installed as shown with top chord up. • 4.• 7a8� ' _ AO-AN 31 -854 AH-AG 2617 0 kik i • , a AN-AM 0 -957 AG-AF 2641 0 ` t AM-AL 0 -401 AF-AE 2385 0 ,...•it S AT ; 0 AL-AK 0 -401 AE-AD 1699 0 ` �:'it` AK-AJ 1054 0 AD-AC 671 0 r ©��t4► 4:I+..•.••••. ,, i, ,t Maximum Web Forces Per Ply(lbs) t7�} Gv Webs Tens.Comp. Webs Tens. Comp. COA tll7,$, N AL '-‘'..\..„0%•"1. E-AQ 0 -422 Q-Al 508 0 03/21/2019 AQ-F 432 0 Al-R 0 -485 — — -- — —F-AP 0-_�29_—R-Alm. _144___. - -- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawingany failure to build the p,,;M,Y-;,u;A;,Y truss in conformance with ANSI1f PI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawl g or cover page,_ 6750 Forum Drive listing this drawing,indicates acceptance of prolessronar engineering responsibility solely for the design shown. The suability Suite 305 and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbclndustry.com;ICC: wwwiccsafe.org Orlando FL,32821 • SEQN:923376/ SY42 Ply: 1 Job Number: 685219A Cust:R R9353JRef:1 WJL93530001 T53 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40847 Page 2 of 2 Truss Label: F03 / BAF 03/21/2019 AP-H 0 -384 AH-S 0 -388 K-AM 0 -450 AG-U 379 -444 AM-N 0 -1437 W-AE 0 -544 N-AK 1173 0 AE-Y 651 0 AK-O 0 -1147 Y-AD 0 -910 O-AJ 891 0 AD-Z 945 0 AJ-Q 0 -760 Z-AC 0 -1210 ttotto€utfit/4 w y} 4�1 a f tri 40.70 ' F. * S 1,4 +4 44, INZA....**44,..! .-1,‘ , .* 4,).- anwposs 03/21/2019 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fot safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Stc.2. Suite 305 For more information see this job'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t Inst or SBCA: www.sbcindust com;ICC: www.iccsafe.or Orlando FL,32821 1 P 9 P +p. 9L. ry 9 SEQN:923373/ SY42 Ply: 1 Job Number: 685219A Cust:R R9353JRef:1 WJL93530001 T30 / FROM:KAB Qty: 7 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40893 Page 1 of 2 Truss Label: F04 / BAF 03/21/2019 5'4"8 7'6" 14'0"8 F I 16'2"1 28'3" 2 30312 3910 8 H I "8" [ I 548 21 668 218 12'1"12 2' 9'6"12 PlyP"� 3"'1 VII 112"2-P H 25„4"I 1"1$ g ( ) 3 ' ,2,:' �.�, R" ,3, ' I---I If /2"14 2.6---1 =W=3X4 =W=3X4 IlI2X4 1112X4 1112X4 1112X4 1112X4 1112X4 =4X6 .2X4 1112X4 1112X4 1112X4 III 2X4 .4X6 III3X4 1113X4 1113X4 III 2X4 -.2X4 A B CCD E F GHI J KLM N O P Q R S TU V W X Y Z AA 1_ VV\ t A/\/V\/\/\� /\/\/\,/\l 10,AT AR AQ AP AO AN A AL AK AJ Al AH AG AF AE AD AC 1112X4 =4X6 1113X6[25][25]=4X6 1113X4 1113X4 =3X6 1113X4[43][43]=3X6 W=3X4 I- 11'5"4 "t" T5" 1 21'0"4 A I 39'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.193 T 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.264 AG 945 24r AU 602 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.038 B - - AP 1013 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 HORZ(TL): 0.055 B - - AM 1708 /- /- /- /- /- NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 AC 1101 /- /- A A A TCDL:NA psf AU BrgWidth=3.3 Min Re 1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.944 q= Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.856 AP Brg Width=4.0 Min Req= 1.5 Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.548 AM Brg Width=4.0 Min Req= 1.5 0/5 2 AC Brg Width=3.3 Min Req= 1.5 FT/RT:O Loc.from endwall:NA ( ) ( ) Bearings AU,AP,AM,&AC are a I:NA GCpi:NA Plate Type(s): rigid surface. Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: B-C 0 -588 N-0 0 -804 Webs 4x2 SP#3 C-D 0 -794 O-P 0 -1883 Plating Notes D-E 0 -796 P-Q 0 -1883 E-F 0 -504 Q-R 0 -2539 All plates are 3X4 except as noted. F-G 637 0 R-S 0 -2824 Plate Shift Table G-H 637 0 S-T 0 -2831 H-I 451 -174 T-U 0 -2831 JT Plate Chord JT Plate Chord I-J 453 -179 U-V 0 -2693 No Size Shift Bite No Size Shift Bite [25] W3X6 1.25 R 1.50 [43] W3X4 1.75 R 1.25 J-K 457 -172 V-W 0 -2693 K-L 914 0 W-X 0 -2179 Additional Notes L-M 914 0 X-Y 0 -2179 Refer to General Notes for additional information M-N 914 0 Y-Z 0 -1246 +2x6 continuous strongback.See detail tltriipytarq"`' Maximum Bot Chord Forces Per Ply(lbs) recommSTRBRIBR1014 for bracing and bridging '4+f, Chords Tens.Comp. Chords Tens. Comp. recommendations. ,�i `r`*...........�" �,,f Deflection estimate assumes composite action with • �a •• l' �s, AT-AS 775 0 AJ-AI 2287 0 single layer of the appropriate span rated glue-nailed 1.&30\:..s. :•0 AS-AR 796 0 AI-AH 2706 0 wood sheathing. i� •• F. AR-AQ 793 0 AH-AG 2831 0 w Truss must be installed as shown with top chord up. I : o.708. 1 d AP -AO 68 -467 AG-AF 2834 0 1 . AO-AN 179 -453 AF-AE 2517 0 • _ AN-AM 0 -641 AE-AD 1777 0 • + AK-AJ 1407 0 AD-AC 697 0 �`► SAT ; O , •• . ��`I Maximum Web Forces Per Ply(lbs) p�e�l�`,t , w 1, �•di 44, Cr Webs Tens.Comp. Webs Tens. Comp. ••�•+..�r+.•'•��* AU-B 0 -661 Q-Al 486 0 `t ONAl.�►j B-AT 400 0 Al-R 0 -485 COA tt E-AQ 0 -632 R-AH 649 -99 AQ-F 546 0 AH-S 0 -390 03/21/2019 F-AP ----0 - 9 A -.0 . 503. r4.%) _ "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafetty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly I attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-ailed per BCSI sections B3,B7 or B10 I as applicable. Applplates to each face.of truss and position as shown above and on the JointDetails, unless noted otherwise. R ' Refer toA LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building CCompon nts Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pace,, 6750 Forum Drive T listing this drawing indicates acceptance of prooessronaf engineering responsibiltty solely for the design shown. The sui ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2.g For more information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.cornJP1: www.tpinst.org;SBCA: w'w.sbcindustry.com;ICC: www�iccsafe.or Orlando FL,32821 SEAN:923373 / SY42 Ply: 1 Job Number: 685219A Cust:R R9353JRef.1WJL93530001 130 / FROM:KAB Qty: 7 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40893 Page 2 of 2 Truss Label: F04 / BAF 03/21/2019 AN-K 475 0 U-AF 15 -396 K-AM 0 -519 W-AE 0 -589 AM-N 0 -1413 AE-Y 700 0 N-AK 1150 0 Y-AD 0 -957 AK-O 0 -1122 AD-Z 991 0 O-AJ 865 0 Z-AC 0 -1257 AJ-Q 0 -736 I oµtltttttttit Nih.Ntrry,., „Iloct,,,0 H. k?"c\ ,�. E ; 0. 708, 1 • r SATS © .. 4 \i‘izt.....4. 4, -t li 04 „0,4, ' S 0NAI.�� I< COAO�ir7 ,, N/bt thassibit wo 03/21/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.g Locations shown for_permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10' as applicable. Apply plates to each face otruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer toALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this'ob's.eneral notes.a.e and these web sites: ALPINE: www al ineitw.com;TPI: www Inst or;SBCA: www.sbcindust .coin;ICC: www.iccsafe or Orlando FL,32821 L . i _. " SEQN:926671 SY42 Ply: 1 Job Number: 685219A Cust:R 9353 JRef:1 WJL93530001 T39 FROM:RH Qty: 7 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.1047.10927 Truss Label: F05 / BAF 03/21/2019 14' 16' 29'6"4 — 14' I 2' I 13,6"4 1.3"12 �3"� �3"� �3"12 ---1 r I I—2'6"---I f-3"--I12 f'3"—I I—2'1"8--II--7.,1-I f-3.,'?I 3"12 —I 1� (TYP) W=3X4 1114X6132][321 1114X613][3] 1114X6 1113X4 =3X4 =3X4 =3X4 =3X4 = = 3X4 =3X4 1113X4 =4X6 2X4 A B C D E F G H I J K L MN 0 P QT2 R S iv T •/ \./\ \ ,/ \-/V\/ . 38 10 Al AH AG AF AE AD AC AB AA Z Y X W V U ll =4X6 1114X6141[4] =5X6 1113X4 =3X6 =3X4 =3X4 =3X6 1113X4 =4X6[29] 1114X6[311131] =4X6 W=H0310 1 29'6"4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.604 AB 576 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.831 AB 418 240 Al 1624 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.108 B - - U 1611 /- /- /- /- /- Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.148 B - - Al Brg Width=- Min Req=- NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 U Brg Width=3.2 Min Req= 1.5 TCDL:NA psf Bearing U is a rigid surface. Soffit: 0.00 gCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.868 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.890 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.764 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0-1924 J-K 0 -6024 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-3553 K-L 0 -5623 — — — D-E 0 -3553 L-M 0 -5623 Lumber E-F 0 -4760 M-N 0 -5623 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: F-G 0 -5622 N-0 0 -4761 Bot chord 4x2 SP SS Dense G-H 0 -5622 0-P 0 -3553 Webs 4x2 SP#3 H-I 0 -6065 P-0 0 -3553 Plating Notes I-J 0 -6148 Q-R 0 -1925 All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord AI-AH 1035 0 AB-AA 6148 0 No Size Shift Bite No Size Shift Bite AH-AG 2795 0 AA-Z 6147 0 [3] W4X6 1.75 L 1.50 [4] W4X6 2.25 L 1.50 AG-AF 4248 0 Z-Y 5906 0 [29] W4X6 3.00 R 1.25 [31] W4X6 2.25 R 1.50 AF-AE 5256 0 Y-X 5257 0 [32] W4X6 1.75 R 1.50 AE-AD 5256 0 X-W 4248 0 Hangers/Ties AD-AC 5915 0 W-V 2796 0 (J)Hanger Support Required,by others Hrn' rf -H. A..111" , AC-AB 6149 0 V-U 1036 0 Deflection `y••`.•••..•••.e-- ,,�,44 Webs Maximum Tens.Comp. Webs Per Ply(lbs)Tens. Comp. Max JT VERT DEFL:LL:0.60"DL:0.28".See detail ��/•i• `,rj� .`• l DEFLCAMB1014 for camber recommendations. s.• V Al-B 0 -1869 J-Z 308 -798 Additional Notes i n " IB-AH 1603 0 Z-K 569 -81 p"708,1 AH-C 0 -1570 K-Y 0 -497 Refer to General Notes for additional information , C-AG 1322 0 Y-N 640 0 +2x6 continuous strongback.See detail (1* • AG-E 0 -1211 N-X 0 -894 STRBRIBR1014 for bracing and bridging E E-AF 925 0 X-O 924 0 recommendations. JO* s 'T ; © ' e! :•�;" AF-F 0 -893 O-W 0 -1212 Deflection estimate assumes composite action with t�.p •• �. , 0•. ot r F-AD 638 0 W-Q 1321 0 single layer of the appropriate span rated glue-nailed :114:14:::. aA+ l * , •• +4t AD-H 0 -512 Q-V 0 -1570 wood sheathing. e`••sy'•.s„.i,,,,•••• �` H-AC 552 -91 V-R 1603 0 Truss must be installed as shown with top chord up. Gk AC-I 337 -684 R-U 0 -1869 COA ea At so AA-J 395 -313 gfIUMMMiInW0 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 16A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI TPI 1,•or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of rooessionar engineering responsibility solely for the desi n shown. The suitability Suite 305 and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSIffPI 1 Sgec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst or SBCA: www.sbcindust w. com;ICC: wwiccsafe.or �- 1...�-�►,-'�•"°i�• 'N � � •�4 +weA+ti t� fvv� '^ - ,�1�7�r •__ • d , ir d_. • 41' O xy r. s You 4 .- • X.' 4 '4 , b } x 0ti 4 qk h '.�.- #fit t t t4 - 4 - �Y:, 4 �4 tri - a sY$. i ••••• f • • ,•14.4;, x7t t : 'a '- ;; .r 4:at : rom , s ,' s 4 Y. - 4. ? . h ,i 'Orr r ., ., .. -,.?t +t. ter:•*-1.-. his ». • r < 3 _ s .ry �\ - .1 • • • . vx 1.. r• 1 =„7_ vii, gi • fry • b .m. 4 4' 1 4 . i - f y�• • • N 4 ',r t !q\. x�{ 4 ..,•,,,,,a,,, v^..�{•,�� A^^_� +f�T.�ay.t • �b -" "r.4+F 7'r • ? x .y-ay.- ,sd ? ,qx rya •' 4' •i .¢"£� • ,..-it w • ,,2....4,..„. c i .+ 'ice, « t • • ( i r :* w ;"` dp 'p....;,.......l4... i f 's 0-.. r E • t J ', ,T , k• ° F a s•ix es 7i-4 ...., • ^ <;_;7 v•• 3y ''. 7 .r {. a v�R .•} ♦ 4k : F Ti •....#4 'f :.' 4- .. r -4.. • . [ rrY0 l ' Wi ' 4..--v,44.---,-.0- t£. ir -4 ,t + 4 ' lia -•. �y• F", . i . f•' t e -14_,,_____,-.,-,..47),:,,,. wi t�.4.4.4, 7•++ aOL � 'r-� _ �4. _'r .,3 -'_ '_ ,.d. " SEQN:926678 SY42 Ply: 1 Job Number: 685219A Cust:R 9353 JRef:1 WJL93530001 745 FROM:RH thy: 1 (SHOUPPE CONT)825 SHERRY DR. duval Ct DrwNo: 080.19.1047.14733 Truss Label: F06 / BAF 03/21/2019 1,6'12 15'11" 17'11" 26'4"3 28'6"12 31'5"4 1 1 6 1 14'4"4 I 2' I 8'5"3 I 2'2"9 I 2'10"8 (TYP)1'4"8 1'9"11 1'3"12 F- -{F-- -{ [- 2'6"12 -}- 2'61z-[-rs"12-{-z'6"8-{ [- -{ [- -{ I 1112X4=3X6 1113X4(25][25) 1112X4 =2X4 1113X4(6][6] 1113X4 =W=3X4 1113X4 1113X4 1113X6(27][271 1112X4 =2X4 A B C D E F G H I J K L M 12 N 0 P Q \,A,/ z\z A A. \ 7\ / V\/145/ _S:10.Al AK AJ AI AH AG AF AE AD AC AB AA 1113X6(24][24] 1114X6 1112 V U4 1 T S PI 1112X4 1113X4[7][7] 1113X4 IlI2X4 1113X6[18][181 6 1113X6 W=H0310 [---2'10" f - 19'6"15 1 9'0"5 - 7 I 31'5"4 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.265 I 881 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.373 I 626 240 AJ 1390 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.051 A - - W 1660 /- /- /- /- /- EXP:NAKzt:NA HORZ(TL): 0.075 A - - S 429 /- /- /- /- /- Des Ld: 55.00 Mean Height:NA ft ) NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 AJ Brg Width=4.0 Min Req= 1.5 W BrgWidth=4.6 Min Re 1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.672 q= Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.693 S Brg Width=3.3 Min Req= 1.5 RepFac:Yes Max Web CSI: 0.537 Bearings AJ,W,&S are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 - - - C-D 42 -635 I-J 0 -2150 Lumber D-E 0 -1666 J-K 0 -1701 Top chord 4x2 SP#2:T2 4x2 SP SS Dense: E-F 0 -2343 K-L 133 -534 Bot chord 4x2 SP SS Dense F-G 0 -2622 L-M 475 0 Webs 4x2 SP#3 G-H 0 -2596 N-0 0 -397 Plating Notes H-I 0 -2596 O-P 0 -391 All plates are 3X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord AI-AH 1237 0 AB-AA 2174 0 No Size Shift Bite No Size Shift Bite AH-AG 2096 0 AA-Z 2150 0 [6] W3X4 1.25 L 1.25 [7] W3X4 1.75 L 1.25 AG-AF 2096 0 Z-Y 2116 0 [18] W3X6 1.25 L 2.75 [24] W3X6 1.75 R 2.75 [25] W3X4 1.25 R 1.25 [27] W3X6 1.25 R 1.25 AF-AE 2563 0 Y-X 1158 0 AE-AD 2668 0 X-W 0 -439 Additional Notes Mitt11tt1lskpur4 q AD-AC 2669 0 V-U 397 0 Refer to General Notes for additional information " 1/4w 11 N, ! '�itrf AC-AB 2174 0 U-T 397 0 +2x6 continuous strongback.See detail �Nrlx•� .... ... e'fir/�} �� STRBRIBR1014 for bracing and bridging V ee•e C+E;S'+. `i- r• Maximum Web Forces Per Ply(lbs) ,N, e k\ k`• •. Q Webs Tens.Comp. Webs Tens. Comp. recommendations. 4S. Deflection estimate assumes composite action with t 11. AJ-C 0 -1133 Z-J 1128 0 single layer of the appropriate span rated glue-nailed 2 • o.708.1 C-AI 1106 0 J-Y 0 -1562 wood sheathing. 2 • •I-D 0 -1110 Y-K 1009 0 Truss must be installed as shown with top chord up. * : •• s D-AH 800 0 K-X 0 -1141 i a AH-E 0 -777 X-L 1093 0 S AT 0 ;�, • E-AF 458 0 L-W 0 -1119 •%j� ase AF-F 0 -422 W-M 0 -596 ••rr /r - . A AC-I 896 0 P-S 0 -423 Xock COA!isfi.'. ,. •e,*\ I-AA 0 -785 ON AL FMltblltm0.-1� 03/21/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! J _____ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing.,Refer to and follow the latest edition of Ks!(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rod id ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCI sections B3,B7 or B10' as applicable. Applplates to each face oftrussand position as shown above and on the Joint"Details, unless noted otherwise. Refer toA LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro-fessionar engineering responsibillty solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn:TPI: www.tpinst.org;SBCA_www.sbcindustry.com;ICC: www.iccsafe.org •r.m..ki ,, s� ` 't b Ti 4, e� 7' ' � :‘,,,,,,..,„:„:„....:,.....r.. ' rACvjaC ? w.A F;� �n -f" ' � i ' 6• . , -.. _.— • '.- Hr�'�' > _ . . -r»- - � • j .tF ' s �.,i'. s�,.s .-'' ' •r.fi «... 4...-:;017;4‘-'' ` � 1',++ *' `> .,,. s�-- -- <� � • t rs a i•t F 1 • .. - X.� Y w i+ p $' S. ,., <.:-:',"'• ry R ' I'L¢ ffi t Sadi'-..-.„,... .;;.,.../:+:,,x �K 1sy ^_ .v Yti g . ya 4 ,` ..„4:-:11.4.::1-..., i•-, . 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'' '�'. ,r - aj: �- S r `n om �.: 4 .,.' it 7 Br ed- -i:5,1,;: :'s a ,ffi rq. �' `2- .., a .n_ i.- '',: c `' B,.{` .'44::.'1,;',.;" 19::. F*MP :r� ,,,.. 4z:.''' ,}". • ''' -•-.,7,'-''''.-4 47--.14';';%.;1,i„'"-^....:.'.j.r J• tr 'x*^ .iL r y 't4 "..,.{,'1 ,$ -, M ..4 • Y xt ,�, r �+ t r-.^,`- 4 f$ -,. t e l As '°,". ., } 4 :� �Ft # + .., Ft•.YEA.. ,- .. i..k,.' y ..'s- ,f t iss -. 40 ,tf:••,..s.'1,;. ..,,••?;• "I.N.O.,. .C..q*, C s y� ..g ^.' ry, - �Ynw^:1Y. •n 7 r . y)e ^' .+„°', rr -gP j - ' .,1::: , ,�.- T .1 a... r c.4 �. .,'k -3 . '-4-',.';,1,7','-K.'.•' C tri 'y- „ ' • *IP c,._,.., �° i� �}` r ]4 56 g-,3+ c --.e...,- �+» tea' r.-nc .rs V �r a a' fetia F�'l5:. G' ...,�. p rr�''d » 7F' R't"" '{s�.B'.'V'r �y - :It.4_.:A .st EE. .....�. .4 ''Ef y-•, r+ -�y�n4110r,dn_ ' '4. s Ts� F $ a �y s' ra a ldM .•`p + k k� w a '�..2.�'."..� ......=,',.:;.-_,a&' _._"� Q•',. - n,. f w,. 1.7,....;.a. } :' . ,',i;"•_ .�4;w-�.•.tiae,.w,,- ,...•!- � .•u..y .'R -' ,. •w`.:%4�: _.'... ,.1.`i, z • SEQN:923398/ SY42 Ply: 1 Job Number: 685219A Gust:R R9353JRef:1WJL93530001 T44 I FROM:RH Qty: 2 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40752 Truss Label: F07 / BAF 03/21/2019 9'6"12 11'6"12 21'1"8 9'6"12 2' I 9,6"12 H 1 H I—2'5"4—I 2'5"4 1-- I3 —H I-2'6"---13„' „l P„l f'3„1—i P I (TYP) 1112X4 1112X4 III 3X4[24](24] 2X4 III3X4f = 3][3] 1113X4 1112X4 1112X4 1112X4 W=3X4= 1112X4 1113X4 2X4 A BB C D1 E F G H I J K L M N O y\/\ /\/�I IBX/ V O I fi 10' "AA Z Y X W V U T S R 0 =3X6 1113X4[4][4] =4X6 =1A./=H0310 =4X6 1113X4[23][23] =3X6 r 21'1"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.194 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs NA VERT(CL): 0.265 V 933 240 AA 1149 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.047 B - - Q 1149 /- /- /- /- /- Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.064 B - - AA Brg Width=3.3 Min Req= 1.5 Mean Height:NA ft NCBCLL:10.00Creep Code/Misc Criteria Factor:2.0 Q Brg Width=3.3 Min Req= 1.5 TCDL:NA psf Bearings AA&Q are a rigid surface. Soffit: 0.00 gCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.949 g g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.743 Members not listed have forces less than 375# Spacing:24.0” C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.500 Maximum Top Chord Forces Per Ply(lbs) 0/5 2 Chords Tens.Comp. Chords Tens. Comp. FT/RT:O Loc.from endwall:NA ( ) ( ) I:NA GCpi:NA Plate Type(s): B-C 0 -1311 H-I 0 -3094 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0 -2310 I-J 0 -2887 Lumber J D-E 0 -2310 J-K 0 -2357 E-F 0 -2887 K-L 0 -2309 Top chord 4x2 SP#2 F-G 0 -3094 L-M 0 -2309 Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: G-H 0 -3097 M-N 0 -1311 Webs 4x2 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) All plates are 3X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table AA-Z 729 0 V-U 3097 0 Z-Y 1874 0 U-T 3072 0 JT Plate Chord JT Plate Chord Y-X 2679 0 T-S 2679 0 No Size Shift Bite No Size Shift Bite X-W 2679 0 S-R 1874 0 [3] W3X4 1.25 L 1.50 [4] W3X4 1.75 L 1.25 W-V 3072 0 R-Q 729 0 [23] W3X4 1.75 R 1.25 [24] W3X4 1.25 R 1.50 Additional Notes Maximum Web Forces Per Ply(lbs) Refer to General Notes for additional information }> tttitTssssatrr:3r sy Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See details > r, fr'tr. AA-B 0 -1315 H-U 193 433 STRBRIBR1014 for bracing and bridging 4pA ` �•....•, r+� �i� B-Z 1049 0 U-I 609 -328 recommendations. 3C4 .•••' ' S� `� Z-C 0 -1016 I-T 0 -464 Deflection estimate assumes composite action with '111//: * ”*• C-Y 760 0 T-K 407 0 single layer of the appropriate span rated glue-nailed d +• • • Y-E 0 -643 K-S 0 -645 wood sheathing. ; E-W 408 0 S-M 759 0 Truss must be installed as shown with top chord up. , •► .708i-=i W-F 0 -463 M-R 0 -1016 1 • 7.. F-V 608 -328 R-N 1049 0 • V-G 193 -433 N-Q 0 -1315 .,AT . `� X ! V• i � jj)) Y , ry••*Isr..r* •i1F• colliN. COAD .881,0 NA . A�x0,°, to ftememoo 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by-TPI end SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chordshall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates toeach faceotruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN CC,,,,,;;, truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of roTesslonar engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is thepresponsibility of the Building Designer per ANSI/TP!1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com_ICC: www.iccsafe.org Orlando FL,32821 4- . 4.-:—, .,. .- r-•, ,, ..,.,y.'.,.„_- •• 4s,, -..-.,,-' ,t,-,,ii---`0-,.,-q.s1,4•,:•,:„,• 7,m, 14-A-%1 =....'..v, -w„-...,,,-.,.., .- iVr-ve'.'f„'f'7c.-2,4.6;•-,,„,,*-4isr-;`,3,..4.,.',, . -•!- ,., . . —*— , - 44 -.4 , __- 4,-4.---, .--It, ., y ,,,P - : - -- - •- ; -, , ,,-'•.,14,4,,,.. ,., , 4, W , ..--''''4'.• • ... .i-I= --.. :r,'-•-_-.. '' 1,,,-. '''''-'' , .''''..'•1 : _,., ,, 4''-,/,. ' --'''” , -. 4 . .--- '' ''';' ' ,:t' •,‘-,. , ,,.• .,._ . _.,•4.*;,v-•,-..--• * 3. , •fl• '' -----------`" "^"'"—'''''''*--' - '' ' , ' *- t . , • ' l''' ;-. ,---- ' ,,..',',?-`,-,, 44 *". • -• , ,•' '4 ,'- - ' - '-- ' ' '' - -:: ' C4'':' '‘I't, .).3';‘ • ,., t" ' '.,- - : ' ' 4 - +,,,,,- t r. -,. ...:!-:';`'''r . , . ..: ' 4 4---,,,, , ,''' ' h•• ,". ''. , ; ''' : ,,,' "' ' ''. , " - • -. 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SEQN:923413/ SY42 Ply: 1 Job Number: 685219A Cust:R R9353JRef:1 WJL93530001 T43 / FROM:RH Qty: 2 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.40909 Truss Label: F08 / BAF 03/21/2019 4'1"851012 8'9"4 4'1"8 I 1'9"4 ' 2,10"8 3" ,31,3„� f t 28”—1 H 1712—}—1'3"H I I12X4 I I I2XX4 =3X4 =3X4 1112X4 =3X4 �4 A B C D E F is, /\/ Iila A/r 10' L K J I H'= `t 3X4 ---3X4 1112X4 ':---=3X4 -3X4 I- 8,9"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.046 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.072 J 999 240 L 470 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.022 B - - H 470 /- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 HORZ(TL): 0.034 B - - L Brg Width=3.3 Min Req= 1.5 Mean Height:NA ft Width=4.0 Min Re =q NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 H Brg1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.477 Bearings L&H are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.517 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.181 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -403 D-E 0 -471 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0 -479 Lumber Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 K-J 481 0 J-I 479 0 Additional Notes Refer to General Notes for additional information Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed L-B 0 -511 E-H 0 -480 wood sheathing. I-E 380 0 Truss must be installed as shown with top chord up. .rye u44ti!tfer.prFt4 Olt 4,4011s.Se «S.«l*yrs,./17:0 '4.3 s. S x I. o.798 1 t* t 1 ' /I : ' E .o\• SAT . 0 \FAN -Noe* 11 -I.! .0. it.N.4, COa,trj2NAI !o k% 03/21/2019 'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI end SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, ,4164, as applicable. Appplates to each face of truss and position as shown above and on the JointtDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oaf rofessionen ineenna responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibiliW of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.o_ry_SBCA: www.sbcindustry.com;ICC: vnw✓.iccsafe.org Orlando FL,32821 .,.� ;" .._ • •• �_,t , .. �. - g; .. t. '"x .-. . r"�" .+.+ -..fir..a...+rte" 1 2 '-f. ii ,' • .. .-. x fa .R a . a k .. .,� §.4. ' g r t } t _..�..«...k.Lw.n, rn.'ywL` __ _p _ f .�..,_,.ir_,�. •.,..,,. 1.. ..,c� y} ;'- t F , . 4 ..-:. . . k D tl V • I - _. -+fir`. 4 • �7 • 1.4.4,-'+' i `.4 mss ? _ l 9 # 1 ter 1 IS. f. fs ¢ i : _`-*r.2 - -.„.4„,:',.,•1,7,,r44,Ao '5` 6 M .£ * 'a "d '°"t r», 3ya01 Y J itu .. . {wi ..h . �. -.fFa . Rif.+; w} c s+' 't r. �5 �y M~ rxf,, ..... .4a� .dal > _+�-::x.....el . • SEQN:923410/ SY42 Ply: 1 Job Number: 685219A Gust R R9353JRet:1 WJL93530001 T47 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.41097 Truss Label: F09 / BAF 03/21/2019 13„4 I 9114 1'3 4 8'8" ,3 ,3` 10.4 f { f I 7.1,.12 � 1r—"1 I—1.2..8-4--1'4"—{ (TYP) =2X4 =3X4 =3X4 =2X4 A( B /JKO1— 2T1II =3X4 =3X4 9'11"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.000 G 999 240 S* 107 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 I - - S Brg Width=119 Min Req= - EXP:NAKzt:NA Des Ld: 55.00 HORZ(TL): 0.000 I - - Bearing S is a rigid surface. Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.091 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.032 Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Lumber — Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Additional Notes Refer to General Notes for additional information ¢ttomthsenth Deflection estimate assumes composite action with trj�7f single layer of the appropriate span rated glue-nailed ` H. /Si,, wood sheathing. ` \t kr*,••,••••/r4).41/` Truss must be installed as shown with top chord up. 'SP \o"•+**(lENSt,,• .'� %•r 1. ? O.708.1 t . i : ' = ; ,•Qrr S AT • 0 F• �' i Vak ♦ M • • . � ` • COAN'''''''—'°-81ONAl.E ��' ' 'uaw»a+toni, 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCI sections 83,B7 or B10, Illei as applicable. Appplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e 6750 Forum Drive listing this drawing,indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is(he responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 D • • SEQN:926683 SY42 Ply: 1 Job Number: 685219A Gust:R 9353 JRef:1WJL93530001 136 FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.1047.16597 Truss Label: F10 / BAF 03/21/2019 3X4 1112X4 2X4 —=2X4 A B 7� ■■1 MO I U♦'�' I /i 10 gl E D 1112X4 =3X4 1'5"4�{ Loading Criteria(psf) Wind Criteria Snow Criteria(P9,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.000 B 999 240 D* 93 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 B - - D Brg Width=17.3 Min Req=- EXP:NAKzt:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 B - - Bearing E is a rigid surface. NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.068 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.015 Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.013 Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Lumber - - - -.--�- --—�- Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Additional Notes Refer to General Notes for additional information Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. ,ifit>dltststssts>s4fS g1 ` • ryr 1 N1,•,, f• a * • Y . 00;« S -, T.4 : � \t)::°.,, pp sta *./.44,/ COA s„to' NubKstsitalioot 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin inslalled per BCSI sections 83,B7,_or B10, as applicable. AppTplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITO/BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing,indicates acceptance of rotesstonar engineenn responsibility solely for the design shown. The suability Suite 305 and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 S' c.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: w 'w.sbcindustry.com;ICC: www.iccsafe.or Orlando FL,32821 a •a- ta . • . . . — . . a... . . . . •. • ea . . . — . . . . • . • . . . . , . . . . . • . SEQN:923435/ FLAT Ply: 2 Job Number: 685219A Cust.R R9353JRef:1 WJL93530001 734 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.41111 Truss Label: FG01 / BAF 03/21/2019 r 5 5 2 Complete Trusses Required 4'7"11 511"13 13'4" 17'8"2 19'11"4 22'2" 26'6"8 30'10"11 35'2"13 39'10"8 4T'11 4'4"3 4'4"3 I 44"3 I 2'3"2I 2'3"2l 4'4"3 I- 4'4"3 I 4'4"3 I 4'7"11 -1 3X6[1] =5X8 =4X6 1112X4 =4X6 =5X8 =3X6[30] A B C D E F G H I J K T esi 1 �10' V U T S RM Q P 0 N M FL =3X6[4] =7X6 =4X6 =4X8[17] =4X6 =7X6 =3X6[29] - r 17'6"6 i 22'4"2 i 4'3"3 I_ 4'5"3 4'4"3 I 4'4"3 I 2'6"6I 2'6"141 4'4"3 I 4'4"3 4'5"3 I 4'3"3 H- 4'3"3 8'8"5 13'0"8 17'4"10 19'11 22'5"114 26'10" 31'2"3 35'7"5 39'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.123 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.362 I 745 240 V 2288 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 L - - R 7809 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.050 L - - 'L 3286 /- /- /- /- /- Mean Height:NA ft Code/Misc Criteria CreepFactor:2.0 V Brg Width=2.8 Min Req= 1.5 NCBCLL: 10.00 TCDL:NA psf R Br Width=5.8 Min 4.2 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.704 9 Req= P L Brg Width=3.2 Min Req= 1.9 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.900 Bearings V,R,&L are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.901 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:0(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): - Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Lumber Purlins A-B 40 -1654 F-G 1627 0 B-C 262 -1401 G-H 191 -817 Top chord 2x4 SP SS Dense The TC of this truss shall be braced with attached C-D 672 -368 H-I 0 -3287 Bot chord 2x6 SP#2 spans at 24"oc in lieu of structural sheathing. D-E 4264 0 I-J 0 -4017 Webs 2x4 SP#3:W2,W10,W12,W20 2x4 SP#2: E-F 1627 0 J-K 0 -2961 Additional Notes Bracing Refer to General Notes for additional information (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(lbs) member. Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Nailnote U-T 1770 -47 Q-P 634 -216 T-S 1372 -282 P-O 3237 0 Nail Schedule:0.131"x3",min.nails S-R 332 -801 O-N 4077 0 Top Chord:1 Row @ 9.00"o.c. R-Q 0 -3856 N-M 3165 0 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. ,Arttyttis++tIlltittroo,„'f` Webs Tens.Comp. Webs Tens. Comp. (1)1/2"bolts may be used for ��AA 4 (2)0.131"x3",min.nails on 1.10' H. L. �r>, A-V 0 -1118 Q-G 0 -2785 The Bottom Chord Only. 0t" 1 e...s mi..• / r. A-U 1738 -44 G-P 1039 0 ��. .a'`\GE S ., r 0 %.. U-B 37 -656 P-H 0 -2607 Special Loads 1 Ak*` 1► ` `* B-T 69 -397 O-I 0 -851 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) E ; C-S 0 -2202 N-J 918 0 TC:From 315 plf at 0.00 to 315 plf at 39.88 i' : (),7Q8 1 S-D 727 0 J-M 0 -1152 TC: 417 lb Conc Load at 0.15,39.73 _= i • 1. - D-R 0 -3731 M-K 3129 0 i : ' s R-E 0 -2311 K-L 0 -1608 Plating Notes * . _ E-Q 2746 0 All plates are 3X4 except as noted. ; S•AT' w 0 Plate Shift Table i 0r,( f JT Plate Chord JT Plate Chord J'X,4`),.***:.� � *i 0 ki•," No Size Shift Bite No Size Shift Bite Al's kw [1] W3X6 2.00 L 1.25 [4] W3X6 2.00 R 1.25 CUA -a/ONAk_ �>t`� [17] W4X8 2.00 R 1.25 [29] W3X6 2.00 L 1.25 Nor#4M�` [30] W3X6 2.00 R 1.25 03/21/2019 'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building 1 Component Safety Information,by TPI andSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face1 ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to /1 LP 1 N . drawings 160A-Z for standard plate positions. , 1 Alpine,a division of ITW BuildinQComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/?PI 1,or for handling,shipping,installation and bracing of•trussesA seal on this drrwing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of poroTesslonar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see thisjob'sgeneral notes page and these web sites: ALPINE: www al ineitw.com;TPI: www.t inst.or SBCA: wwwsbcindust .com;ICC: www.iccsafe.org Orlando FL,32821 P 9 - P fly 7 s « r k k ,X d s -h; P a!-. ,,4:::,7T:- x` g + ah" r - 2 s. "� AN'- i •r 4�....- rh ;.4- Sw•..• Y, .s4 * 4yi" i'.� • , F 5.' },y• .- '� 4..,.:4 l.. a� ,� k3. tea_ 1,...:«.fr t ,24.-:,,., '� ! f,. a .d".. 'k „,,,;.-4,...- f# , .1s ti .:•w.i.�.-+►..+c.w..e}ww. '�n13-a ,r- v _} _ , j - i.. Yh a - -h ! • Y S err yi . 14i-it •'x4 i t Fri .7$ # a :: a,- r _ it #? .- - \T ,'H h= .'i... ,k k' ',.•Malk I- Ch1 • a• '•3 L .. 'aa �' «. .. ..?...♦4t r %? .- '7-...--'17%,T,-,./ - F'- •'x 4• '4"'-'4'. t . , k,'F i'• ..,......,--64 ' Yi R 'r :▪ w ' •4 m !R x .. e • , s-is. - Yt9 4 4 ti. FAL tiyi 4r . Ls. • $'; • y ,may Gg •xia 1 . x. N! -} ♦ ~' .[� '54,'s- ode � 4 .} wi!` _ # i•�j,p y Y _9 Civ.is M • •q.ry r E cc t• •F • ^ -4=4114_, 4, . ♦ f �• F "$;-!is &# , _i t.l l d- � . 3 f l ^ Tw 41 tl a g ., 4�•. rVir¢ Via4 '' .' d i a 5 0a + _ ` ,K *fiG ' e fir � IC* 4: ., • �� .x4 �tt• t h- $ -� •; 't--1--,--'=','-''.: ft ?' • . 4 -C ]li : '� ! 0.h• . • ”- r' ' s •. n . -f# , H-' 4S , -• tri ,t . � �. c• '" -! 1 ' •-. , 4t Yrr _ . !tA � F kw .4 33 wf' } a #e ♦ n44 % _ :.♦ -- -..1..._ -w-.....�_y.. -may. 6 .R4"� - �;y. t »...-+... .II _-�..ro-' SEAN:926681 FLAT i Ply: 2 Job Number: 685219A Cust:R 9353 JRef:1 WJL93530001 T2 FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DnwNo: 080.19.1047.22080 Truss Label: FG02 / BAF 03/21/2019 I 5 5 2 Complete Trusses Required 3'3"6 61"8 8'11"10 122" 3'3"6 2'10"2 2'10"2 I 3'3"6 44X8[1] 3X6= 1112X4 =3X6= 4X8[1, Ti -------"-----------------..--1:1\------1 f \� / I 1 • N W2 \\ �/ — J — 10' 14X6 =4X8[4] =3X10 =4 8[9] 1114X6 r 12'3" A 2'11"2 376 32"6 2'11"2 I' 7. 2'11"2 6,1.'8 9'3"14 I 12'3„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria 1 ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.138 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.189 C 776 240 J 6117 /- /- /- 1- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 A - - F 5923 /- /- /- /- /- EXP:NAKzt:NA HORZ L: 0.042 A - - J Br Width=4.0 Min Req3.1 Des Ld: 55.00 Mean Height:NA ft � ) g g Code/Misc Criteria CreepFactor:2.0 F Brg Width=4.0 Min Req= 3.0 NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NApsf Bldg Code: FBC 2017 RES Max TC CSI: 0.737 Bearings J&F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.567 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.632 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0-4267 C-D 0 -5605 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 B-C 0-5605 D-E 0 -4040 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 SP#2 Refer to General Notes for additional information Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Truss must be installed as shown with top chord up. Webs 2x4 SP#3:W2,W8 2x4 SP SS Dense: I-H 4691 0 H-G 4438 0 Nailnote Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs TensComp Top Chord:2 Rows @ 2.50"o.c.(Each Row) . Bot Chord:1 Row @12.00"o.c. A-J 0 -2978 H-D 1327 0 Webs :1 Row @ 4"o.c. A-I 4779 0 D-G 0 -2144 Use equal spacing between rows and stagger nails I-B 0 -2281 G-E 4524 0 in each row to avoid splitting. (1)1/2"bolts may be used for B-H 1039 0 E-F 0 -2890 (2)0.131"x3",min.nails on C-H 0 -1165 Either The Top or Bottom Chords. ,, bsutlspNru Special Loads h``j+rl4� (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) ... it-1%%, " '�, TC:From 50 plf at 0.00 to 50 plf at 12.25 yt4., .e�•i•s••' .�. f r,�� BC:From 5 plf at 0.00 to 5 plf at 12.25 �`T.: •s•*(�jE' 5 .. „� �.: TC:1624 lb Conc.Load at 0.56,2.56,4.10,5.73 ti 7.73,9.73,11.73 r �� _ t4o.708. 1 Plate Shift Table - JT Plate Chord JT Plate Chord * : • 1 _ No Size Shift Bite No Size Shift Bitei 0‘ • [1] W4X8 0 1.25 [4] W4X8 3.25 R 1.25 \ S AT ; 0 [9) W4X8 3.25 L 1.25 [10] W4X8 0 1.25 . +Q • 'F ,A j . �� Purlins Ta��+�fia ! — +•'��1► � The TC of this truss shall be braced with attached i •••*••�•r•'*'••41 Sj� `� spans at 24"oc in lieu of structural sheathing. COA ONA1. T" 100 03/21/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin inslailed per BCSI sections 53,B7 or B10, as applicable. AppTlates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona, engineenn responsibili solely for the design shown. The suitability Suite 305 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job'sgeneral notes page and these web sites: ALPINE: www al ineitw.com;TPI: www. inst.or SBCA: www.sbcindust com;ICC: www.iccsafe.or Orlando FL,32821 J P 9 - P tP 9; SY_ 9 SEAN:923441/ FLAT Ply: 2 Job Number: 685219A Cust:R R9353JRef:1 WJL93530001 T59 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.41112 Truss Label: FG03 / BAF 03/21/2019 - I 5 5 2 Complete Trusses Required 41r9 7'9"10 11'6"1015'4"3 18'11" 20'4" F' 4,0„9 I 3'9„1 I 3'9"1 I 3,9„9 I 3,6„13 I 1,5" I 44X6[1] --..3X4 =3X4 w7XX6 w3X6!15] 1112X4 =3X4 iN 10 A ML K J '�1 - 1----- -------------------------1---1-Al2 7Q------------------------ ' --------------------- ----------------- -Thf ------------t 4}H O 1113X4 =4X6[4] =7X6 =3X4 w3X4[14] =3X10[17]1112X4 r 19,1" 1 13 H 3'8"1 3'10"1 3'9"1 3'8"13 310"9 3'8"1 7'6"2 I 11'3"2 I 14'11"15 I 18'10"8 I• 1'5"81 20'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.098 C 999 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.236 C 961 240 N 2905 /- 1- /- 1- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 A - - I 6359 1- /- /- /- /- EXP:NAKzt:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.040 A - - N Brg Width=3.5 Min Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 I Brg Width=4.0 Min Req=2.8 TCDL:NA psf Bearings N&I are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.296 9 g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.430 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.998 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0-2742 D-E 0 -2522 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 B-C 0-4090 E-F 672 -29 Lumber Additional Notes - C-D 0-4028 F-G 672 -29 Top chord 2x6 SP SS Dense Refer to General Notes for additional information Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense Truss must be installed as shown with to chord Webs 2x4 SP#3:W2 2x4 SP#2: p u P Chords Tens.Comp. Chords Tens Comp. Nailnote M-L 2958 0 K-J 4012 0 L-K 4181 0 J-I 2408 0 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 5.75"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. A-N 0 -1406 D-J 0 -1736 (1)1/2"bolts may be used for A-M 2950 0 J-E 644 0 (2)0.131"x3",min.nails on M-B 0 -1162 E-I 0 -2802 Either The Top or Bottom Chords. B-L 1239 0 F-I 0 -1194 pttt;rtrttat/rah L-C 0 -489 I-G 43 -994 Special Loads _ t H` ,0i (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) •. ir., y�.' TC:From 305 plf at 0.00 to 305 plf at 19.75 S.% r- .r.r.r•.."•.. r '4 TC:From 225 plf at 19.75 to 225 plf at 20.33 ,.w•rr Gt ,Se'• 0 ter.. BC:From 10 plf at 0.00 to 10 plf at 20.33i + TC:2823 lb Conc.Load at 19.88 �• • Io.708. 1 Plate Shift Table JT Plate Chord JT Plate Chord (:* : s No Size Shift Bite No Size Shift Bite [1] W4X6 2.00 L 1.25 [4] W4X6 2.00 R 1.25 % S AT : 0 ,:�,�, [14] W3X4 1.75 R 1.25 [15] W3X6 2.50 L 1.25 • [17] W3X10 3.75 L 1.25 4 r6 • AN.44 * '"I ..`� sit Purlins <A''...." ", The of this truss shallftr bracedralwith attached COA (V' k '1►tV spans at 24"oc in lieu of structural sheathing. "Illtrasettfes.-' 03/21/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f8'rsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or B10, as applical5le. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to � drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive -, u listing this drawing indicates acceptance of ro esstona engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer er ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.pinst.or9'Sy BCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 SEQN:923383/ HIPS Ply: 2 Job Number: 685219A Gust R R9353JRef:1 WJL93530001 138 / FROM:RH Qty: 1 (SHOUPPE CONT)825 SHERRY DR. duval ct DrwNo: 080.19.0834.41033 Truss Label: FG04 / BAF 03/21/2019 5 2 Complete Trusses Required 1'2'?11 5'0"10 9'0"9 12'11"11 i 16'10"14 21'1"8 1'2"4 3'10"6 3'11"14 311"2 3'11"2 I 4710 1112X4 mX61 39] =3X4 = ----3X4 3X4 =3X6[19] II�� E F G H B C W1 TN IT � {r >V noII Y Y 0 1 0 10' •-' N M L K B2 J "I =6X8 =3X10 =5X6 =3X4 =3X6[18] 1112X4 -=-3X6[6] 1112X4 r 21'1"8 1 5'3"2 410"14 3'11"2 311"10 3'10"10 F5'3"2 I 9'4"1 I 13,3"3 I 1 T2"14 I 21,1"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.155 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.324 L 783 240 0 2214 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - I 2363 /- /- /- /- /- Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.056 B - - 0 Brg Width=3.3 Min Req= 1.5 Mean Height:NA ft I BrgWidth=3.2 Min Req1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 = Bldg Code: FBC 2017 RES Max TC CSI: 0.977 Bearings 0&I are a rigid surface. Soffit: 0.00 BCDL:NA psf Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.959 Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.928 Loc.from endwall:NA FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-C 0 -1878 F-G 0 -2819 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 D-E 0-2604 G-H 0 -2068 Lumber Purlins - E-F 0 -2994 Top chord 2x4 SP#2 The TC of this truss shall be braced with attached Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense:B2 2x4 SP#2: spans at 24"oc in lieu of structural sheathing. Chords Tens.Com Chords Tens. Comp. 2x4 SP#3:W2,W13 2x4 SP#2: p Additional Notes N-M 1735 0 L-K 2841 0 Nailnote Refer to General Notes for additional information M-L 2979 0 K-J 2207 0 Nail Schedule:0.131"x3",min.nails Truss must be installed as shown with top chord up. Top Chord:1 Row @ 8.50"o.c. Maximum Web Forces Per Ply Bot Chord:1 Row @4"o.c.o.c. Webs Tens.Comp. Webs (lbs)Tens. Comp. 1 Row @ 4"o.c. Use equal spacing between rows and stagger nails A-0 0 -1050 M-E 0 -412 in each row to avoid splitting. A-N 2237 0 K-G 676 0 Special Loads N-C 0 -1301 G-J 0 -830 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-D 0 -2555 J-H 2228 0 TC:From 50 plf at 0.00 to 50 plf at 1.19 C-M 868 0 H-I 0 -1174 TC:From 300 plf at 1.19 to 300 plf at 6.19 gt►ofunlNgfej q`h TC:From 50 plf at 6.19 to 50 plf at 16.13 hy, TC:From 300 plf at 16.13 to 300 plf at 21.13 1�,*:�� k f�i�� BC:From 5 plf at 0.00 to 5 plf at 21.13 ` tee• •.. i, BC: 19 lb Conc.Load at 0.25,2.25,4.25,18.12 , Q'.\)G `Sk••;(0 BC: 141 lb Conc.Load at 6.25,8.12,10.12,12.12 .,�:.• ;• s 14.12,16.12 BC: -9 lb Conc.Load at 19.69 . 7 $r • S Plate Shift Table * \, R JT Plate Chord JT Plate Chord • /I $ No Size Shift Bite No Size Shift Bite • [1] W4X6 2.50 R 2.50 [6] W3X6 2.25 R 1.25 •rte is `S •T w 0 ; it' Y [9] W3X6 2.25 R 1.25 [18] W3X6 2.50 L 1.25 '• �" er .6, 4 [19] W3X6 2.50 R 1.25 A+•.1 It 174 ..• *, !••ea....i..•• 4�I. COA tr4aNAI t�•, •kattw lirstiNoi° 03/21/2019 _ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)ft'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, /1614 as applicable. AppTy plates to each faceof truss and position as shown above and on the JointrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of orooessionaf engineering responsibility solely for the design shown. The sui ability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S'c.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org CLR ReinSorcinc Vemoer Suostitution w T-Reinforcement This detail is to be used when a Continuous Lateral Restraint <CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-ReinfX 4%, Apply to either side of web narrow fNotes Attach with 10d (0,128'x3.0',min) nailsat 6' o.c. Reinforcing member ia minimum 80Z of webThis detail is only applicable for changing the specified CLR member length. shown on single ply sealed designs to T-reinforcement orL-reinforecement or scab reinforcement.Alternative reinforcement specified In chart below may be conservative.For minimum alternative reinforcement, re-run design with appropriate reinforcement type. _ ME Use scabs instead of L- or T- reinforcement on webs with intersecting truss Joints, such as K-web Joints, that may interfere with proper N 1 application along the narrow face of the web. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0,128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4(310 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(31E) — Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (310 Center scab on wide face of web. Apply (1) scab to each face of web. I. I• 04101111ilutit0upA,ft. ..VARNINpa READ ANO FU LOV ALL HATES ON THIS DRAWING. :—tki Y 1 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS.a . TC LL PSF REF CLR Subst Trusses require extreme core in fabricating,handing,shipping,Installing and bracing. Refemeto and! 7 f 0td8 iy .a ir fain. the Latestedition edition of SCSI(Building Component Safety Information.by TPI and SBCA>Fo�safety� IL PSF DATE 01/02/19 practices prior to performing these Functions Installers shall provide temporary bracing + s s' Unless noted otherwise,top chord shall have properly attached structural sheathing and bo b BC DL PSF DRWG BRCLBSUB0119 shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restrain webt ,. FI ��w� 1 shall have bracing installed per BCS[sections th, or DUO,as unless Apply platesotherwise. to r r/oCe; A� — A III IIS N of ll truss and position as shown above and ns the, 7Joint Details,applicable. ie. otherwise. A A 0 II iBC LL PSF Refer to drawings 160A-Z for standard plate positions. Alpine, division of ITV Bulldog component.Group Inc.se hal!SIresponsible,or for anyvin e I�w.- : •/' ' ' TOT. LD, PSF AN RWCUMMN`! tins drawing,a any failure to build the truss In conformance with ANSI/TPI I, for handing, (Ax, 7 p, {i C' Installation L bradngof trusses. • + rA i A seal on this drawing or cover page Using this drawing,indicates acceptance of professional s•srswli.s.`. \'.13723\Hiverpon\Drive engineering r•sporWhlllty solely for the design:„awn. The suitability and�e of this drawing tC+I ' �' DUR, FAC. I'Suites 200 for any structure Is the responsbUty of the Building Designer per ANSI/TPI 1 Sect. tJ I.Maryland\Heights,iMO\63043 For n information see this Job's general notes page and these web sites, `'��hS1E�� t� /21 2019 ALPIIE,www.alpineltwcomi TPI`wrw.tpinst.org,SBCA' www.sbcindustry.org,ICC, wss.iccsafe.org SPACING e Commentary: Deflection and Camber w 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 loads. 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 411Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) T Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses T 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 ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0,75' (horizontal) 1,25' (horizontal) location, 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 load, 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 loads. 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) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control 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 act , icidfjload may be considerably less than codes may exist that require exceeding these the oitstgn Opal 4,ad, recommendations, or past experience may warrant using ." \t/4`t�7�� •wrwwwew mer i�ri'e more stringent limitations. �s ` . W1... fi•'•�f� •w s.VARNfl READ AND F'OLLOV ALL NOTES ON THIS BRAVING! 3g. ,`' REF DEFLEC/CAMB ...IMPORT/Afros FtRNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS.,ii o 7C ^ w Trusses regain,extreme core h fabricating,handing,shipping,Installing and bracing. R.c., to and* {lJ follow the latest edition of NMI(Building Component Safety Information,by TPI and SBU)FOWsafety' ` •�� DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing p B�j s w Unless noted ogxrwlse,top chord shall have properly attached structural sheathing and bo wef'Ehowd DRWG DEFLCAMB1014 shall have o properly attached rigid ceiling. Locations shown For permanent lateral restrain f web! A PONE shall have bracing Installed per BCSI sections B3,B7 or 810,as applicable. Apply plates to r face. AT} of truss and position as shown above and on the Joint Details,unless noted otherwise. .�,.rt�r� ` !'l i ll Refer to drawings 160A-2 for standard plate positions. �,, 'V + ( �i • i'1 Alpine,o division of ITV Building Corponents Group Inc.shall not be responsible for any devh sw �` �• [."r AN Rw CGDMPANY this drawing,any failure to bAld the truss In conformance with ANSI/TPI L or for handl 1lA installation L bradng of trusses. A •owsI •*v..%r weee ," A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 46:5ens wen sss'' \\137231 Riverport\Drive engineering responstlllty sol0y for the deslpn shown. The seltoblUty and no.of this drawing \\Suite\200 careering slructvv Is the nspanstllty of tin Balding Deslprr per ANSI/TPI I Sect. v� \\Maryland Heights I MO\63043 For non information see this Job's general notes page and these web sites. /� S/�� '"` /21/2019 ALPINE.www.olpinNtw.coni TPI.www.tpinstorgl SBCA,eww.sbcindustry.orgi ICC, wswlccsafe.org STRONGBACK BRIDGING RECOMMENDATIONS • mo-All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK BRIDGING TOGETHER 'stress graded lumber.' tMo-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 1111$111110. 1/f•`111 Mo-The purpose of strongback bridging is to "p- ATTACH SCAB WITH lod BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.) NOTE: Details 1 and 2 are the preferred attachment methods ..The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO O mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) lad COMMON 2 important structural requirement of any floor (0.148'x3') NAILS OR <4) lad BOX/GUN or roof system. Refer to the Truss Design O t.-28'x3.0') NAILS , Drawing (TDD) for the bracing requirements for ��'/'' / each individual truss component. 'Bridging,' „� � particularly 'strongback bridging' is a 111111.04.4.2"1111 recommendation for a truss system to help \1� / control vibration. In addition to aidingin the V �/�� \�� distribution of point loads between adjacent �'�/ " truss, strongback bridging serves to reduce `/ , a `/ - 'bounce' or residual vibration resultingfrom STRONGBACK BRIDGING �/ SPACING REQUIREMENTS moving point loads, such as footsteps. up to l0'None required 10'to20'lrow(at center ofspan) _ The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR20'to 30 2 rows(1 at each 1/3 points) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK 30'to 40 3 rows(I at each 1/4 wilts) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. over 40' Space rows at 10'0c.points) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ <3) 1Od COMMON (0.148'x3.0') NAILS For additional information regarding strongback OR (4)lOd BOX/GUN (0.128'x3.0') 4 g 9 9 NAILS. O / bridging, refer to BCSI (Building Component ` �' `�/ 0 Safety Information). • A,..4 .,,,,. „„ , -,,,,i tel'�� ► �I awittttususin sw og �� \/ ATTACH S -,a .1:••. t�' N. h�rii \/ TO BOTTpi a L-h.. rwwww+r• {j''' (2) CO 4 • i�a �'' STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES a • :` 1+��'E• , f��••w4 +%a ..WARNING..READ AND FOLLOW ALL NOTES ON THIS DRAVIIA>1 °� 4 ".TC LL PSF REF STRONGBACK wwIM'QtTANTsw FURNISH THIS DRAWING TO ALL CONTRACT6tS INCLUDING THE INSTALLERS.Z '! o 708 t 1 -- Trusses require extreme core In fabricating,handing,shipping,Installing and bracing Ref ironic andt (VtJ ' fanow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)foCsnfety: IL PSF DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary bracing p Unless noted otherwise,top chord shall have properly attached structural sheathing and ho `d ' zs.BC DL PSF DRWG STRBRIBR1014 I. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrain f web! 1 shall have ndaposiion as sown BCSIand sections B3, or BIO,as nnlessble.no Apply ot plates toe facet ATS , O : fi" O I`"1 of truss and position as shown above andon Joint Details,unless noted otherwise. "V `BC LL PSF V Refer to drawings 160A-Z for standard plate positions. /�, Alpine,a division of ITV Booing Components Group Inc.shall not be responsible for any Bevis 4; fel +r 4-43.1 .' TOT. LD. PSF AN ITN COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, s ,� v` installation atlon L tills bradng of trusses. � •� •'` A seal g ZYis dra.►g or cover page deign this drawing,Lxsmtes acceptance of professional f• ('� \,.13723,Rrverpon Drive enpin,Zeg refpontitty eddy for-1.7.1.4n sho.n TM suitability and use of this drawing •s wts e..ss f0* V far any Is t n:ponweue 6wrMg Designer per A16I/TPI I Sect .e DUR. FAC. 1.00 \1 Suite\200 For more information see this Job's general notes page and these web sites. f44,I '�✓11T I. ��, \\Maryland\Heiyhts,\MO\63043 ALPINE.e..,alphNb.conl TPI +w..tpinstorpi SBCA.w++.sbchdusVy.orp,ICO ww+.lecsafe.org ".'�V__________,a. �2,l�2019 SPACING Imo' ,,rte NEED TO VERIFY DIMENSI❑NS AT THE STAIRS ON THE SECOND FLOOR U F02 I I.' I'll N r' "I 8'6' —4'5'— FOB 4'5" FOB TIoILET 0' %I F09 F05 ;' ;I rrs 0 102 ^ U F10 ao N ti U N r- F603 B20 CJ36 70 D M -h' F06 40' — F03 11`5' 6'9' �V W F04ZD0 rn 14'6' N M 0 Li Li w w 0 w w (3) �,D M u �Zh _ V a m o U F02 I I.' I'll N r' "I 8'6' —4'5'— FOB 4'5" FOB TIoILET 0' %I F09 F05 ;' ;I rrs 0 102 ^ U F10 ao N ti U N r- F603 B20 CJ36 70 D M -h' F06 ;•' I — F03 11`5' 1 JOB: 685219A LOC; 825 SHERRY DR PLAN: NEW HOME DESIGNER; RH PITCH: 6/12 OVERHANG: 18' WIND CODL1 130 MPH - EXP C - CLOSED FLOOR SYTEM: 24' SYS42 ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATIDN PART # APPROVAL # 1 -PLY TRUSS HTU26 F1_10655,8 FLOOR TRUSS THA422 FL10447,6 ® - 10'-0' BRG HEIGHT REVISED 3-21-19 U) c— ��C)^ JJ �V W F04ZD0 rn N M TOILET (3) 5� oo� _ V a m o F07 FG04 CJ36 1'6' CD L cu y cu �DRi m v �6 w w v W v —6'3' 10'—�5'— 1 r--7'1' 21'3' JOB: 685219A LOC; 825 SHERRY DR PLAN: NEW HOME DESIGNER; RH PITCH: 6/12 OVERHANG: 18' WIND CODL1 130 MPH - EXP C - CLOSED FLOOR SYTEM: 24' SYS42 ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATIDN PART # APPROVAL # 1 -PLY TRUSS HTU26 F1_10655,8 FLOOR TRUSS THA422 FL10447,6 ® - 10'-0' BRG HEIGHT REVISED 3-21-19 U) c— ��C)^ JJ �V W rn N M N N N � (3) 5� oo� _ V a m o e