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HomeMy WebLinkAboutTrussThis document has been electronically signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. �`�„WnultoMle� F COA 4#0 278 100 02/09/2022 - ��,••ti�GE NSA �•. * No. 7081i1 4 STATE OFORM c� • y sS�ONAL i m ALPINE I ANITWCOMPANY RECEIVED APR 0 5 Z022 fit. I-Ea�la �gNft�y t�at�ittfn� Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 SUBMIrrALALjjL RENEW PROJECT NAME A NUMBER DATE RECEIVED NO EXCEPTIONS TAKEN •❑APPROVED AS NOTED MAKES CORRECTIONS NOTED REVIEWED FOR GENERAL CONFORMANCE WRH OUR REVISE AND RESuDMR DISCIPLINES ONLY CONTRACT DOCUVENM MAW(NGS OR COMMENTS SMALL NOT M CONSTRUED AS R EVWO TNT CONTRACTOR FROM CONPDANCE WTH THE PROJECT PLANS AN SPEC61CAiKN19.N610"cPAiFNREiNFJtEFPOM. THECOMRA MREMAINS RESPON MEFORDETAUMLACCURACYFMCCPdORUINOMOCOWIELATWGALL aUMiRQ:SMOOFIF]'i51ON5. FORSELECM'GCONSTRUCTIOIPROCEDAiESAND MOWgMSOFASSEUSLY.M FORPERFORM:NOHISMMNASAFEMANNER FlDATE Dx1E D98T� DATE www.alpineitw.com Site Information: I 10age,i: Customer. Truss Wood, Inc. I I Job Number. 32334 Job Description: Aburton Homes ,PATTERSON, DOUG RESIDENCE Address: 15 CROWN CT, Fort Pierce, FL Job En ineerih Criteria: %. Design Code: FBC 7th Ed. 2020 Res. intelliVIEW Version: 20.02.00A �JRef#.'iXcX66660013 Wind Standard. ASCE 7-16 Wind Speed (mph): 160 I Design Loading (psf): 37.00, 63.00, 98.00 BuildingType: Closed, Partial This package contains general notes pages, 110 truss drawing(s) and 2 detail(s). •Item Drawing Number Truss 1 040.22.1337.44441 C1 3 040.22.1337.43081 Ci C 5 040.22.1337.42848 CIF 7 040.22.1337.42849 C2-2PLY 9 040.22.1337.41706 C2E 11 040.22.1337.42755 C2G 13 040.22.1337.45034 C3C 15 040.22.1337.43816 C3F 17 040.22.1337.43785 C4C 19 040.22.1337.43317 C4F j 21 040.22.1337.43426 C5C 23 040.22.1337.43520 C6-2PLY 25 040.22.1337.42457 C6F 27 040.22.1337.45035 C7C 29 040.22.1337.45239 C8-2PLY 31 040.22.1337.43988 C9-2PLY 33 040.22.1337.44879 CJ1 35 040.22.1337.43175 CJ1 B 37 040.22.1337.44378 CJ1 F 39 040.22.1337.42754 CJ2A 41 040.22.1337.44207 CJ3 43 040.22.1337.42691 CJ3C 45 040.22.1337.45144 CJ3F 47 040.22.1337.42581 EJ3 49 040.22.1337.44409 EJ3F 51 1 040.22.1337.42003 EJ5 Item Drawing Number Truss 2 040.22.1337.42347 C10F 4 040.22.1337.42363 C1 E 6 040.22.1337.44003 C1 G 8 040.22.1337.41973 C2C 10 040.22.1337.42145 02F 12 040.22.1337.44956 C3 14 040.22.1337.42925 C3E 16 040.22.1337.42785 C4 18 040.22.1337.42206 C4E 20 040.22.1337.43159 C5-2PLY 22 040.22.1337.42394 C5F 24 040.22.1337.41707 C6C 26 040.22.1337.42035 C7-2PLY 28 040.22.1337.43019 C7F 30 040.22.1337.42894 C8F 32 040.22.1337.43347 C9F 34 040.22.1337.43316 CJ1A 36 040.22.1337.45050 CJ1 E 38 040.22.1337.42660 CJ2 40 040.22.1337.44770 CJ2D 42 040.22.1337.44160 CJ3A Aft 44 040.22.1337.44394 CJ3E 46 040.22.1337.44614 .011 EJ2C 48 040.22.1337.43348 EJ313 50 040.22.1337.41535 EJ4D 52 040.22.1337.44159 1 EJ5C Florida Certificate of Product Approval #FL1999 Printed 2/9/2022 1:57:11 PM This document has been elxtronically aigncd using a Digital Signature. I'rintod copica without an original signature moat be verified ueingthe original electronic version. grNINiMMR� �y COA #0 278 ri .awk- vs ••.�/ ;1 02/09/2022 STAFF OF 4 y ONAO& K46§; PINE AN nW COMPANY Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone:(800)755-6001 www.alpineitw.com Site]Mormatl'on¢ - ; Pa e,2:._ Customer: Truss Wood, Inc. Job Number. 32334 Job Description: Aburton Homes ,PATTERSON, DOUG RESIDENCE Address: 15 CROWN CT, Fort Pierce, FL Item Drawing, Number Truss ; 53 040.22.1337.42146 EJ5E 55 040.22.1337.42456 FT1 57 040.22.1337.45378 FT2 59 040.22.1337.43754 FT5 61 040.22.1337.41566 FT7 63 040.22.1337.42598 FT9 65 040.22.1337.44832 1-14D 67 040.22.1337.43206 H5C-2PLY 69 040.22.1337.41534 H5G 71 040.22.1337.44691 WE 73 040.22.1337.44128 H9 75 040.22.1337.43066 HJ1C 77 040.22.1337.45300 HJ2C 79 040.22.1337.42956 HJ2E 81 040.22.1337.43613 HJ3 83 040.22.1337.43848 HJ3E 85 040.22.1337.44801 HJ4D 87 040.22.1337.42175 HJ5C 89 040.22.1337.44238 HJ5F 91 040.22.1337.41691 M1 93 040.22.1337.42520 M2 95 040.22.1337.44520 M4 97 040.22.1337.41551 M6 99 040.22.1337.43253 M8 101 040.22.1337.44550 MH10B 103 040.22.1337.42988 MH13A 105 040.22.1337.43989 MH513 107 040.22.1337.44050 MH7A 109 040.22.1337.43723 MH9A 111 DEFLCAMB1014 Jtem -hawing Number Truss 54 040.22.1337.41895 ERA 56 040.22.1337.45348 FT10 58 040.22.1337.44909 FT3 60 040.22.1337.43550 FT6 62 040.22.1337.44269 FT8 64 040.22.1337.44659 G1 E 66 040.22.1337.42566 H5 68 040.22.1337.44973 H5E 70 040.22.1337.42300 H7 72 040.22.1337.42409 H7G 74 040.22.1337.43128 H9E 76 040.22.1337.45081 HJ2 78 040.22.1337.44880 HJ2D 80 040.22.1337.45269 HJ2F 82 040.22.1337.42066 HJ38 84 040.22.1337.43831 HJ3F 86 040.22.1337.41769 HJ5 88 040.22.1337.42019 HJ5E 90 040.22.1337.43425 HRA 92 040.22.1337.43597 M1 B 94 040.22.1337.43644 M3 96 040.22.1337.43692 M5 98 040.22.1337.43488 M7 100 040.22.1337.43925 M9 102 040.22.1337.44597 MH11A 104 040.22.1337.45206 MH313 106 040.22.1337.42285 MH6C 108 040.22.1337.42114 MH713 110 040.22.1337.44739 MH913 112 STRBRIBR1014 Florida Certificate of Product Approval #FL1999 1 Printed 2/9/2022 1:57:11 PM General Notes Truss Design Engineer Scope of Work, Design Assur The design responsibilities assumed in the preparation o Chapter 2; and the National Design Standard for Metal P Institute. The truss component designs conform to the al Specification for Wood Construction by AWC. The truss dimension information furnished by others to the Truss D independently verify the accuracy or completeness of the without liability. The responsibility for verification of that it by the Truss Design Engineer. The Truss Design Engine listing these drawings, indicates acceptance of professioi designs and not for the technical information furnished b) remain their sole responsibility. The suitability and use of these drawings for any particul; accordance with ANSI/TPI 1 Chapter 2. The Building De loads for each truss component match those required by for ascertaining that the loads shown on the drawings mE additional factors required in the particular application. 7 shall not be placed in environments that will cause them exceed 19% and/or cause corrosion of connector plates The Truss Design Engineer shall not be responsible for forth herein, including but not limited to: verifying the dir component design loads, inspection of the truss compor permanent bracing and their attachment required in the' walls, the design of load transfer connections to and fror foundation, the design of connections for truss compone installation of the truss components, observation of the t procedures, sequencing of the truss component installat the installation of the truss components and/or its conne iptions and Design Responsibilities: these design drawings are those specified in ANSI/TPI 1, ite Connected Wood Truss Construction, by the Truss Plate plicable provisions of ANSI/TPI 1 and NDS, the National Design ;omponent designs are based on the specified loading and .sign Engineer. The Truss Design Engineer has no duty to information provided by others and may rely on that information :ormation remains with others neither employed nor controlled :r's seal and signature on the attached drawings, or cover page al engineering responsibility solely for the truss component others which technical information and consequences thereof r structure is the responsibility of the Building Designer in igner is responsible for determining that the dimensions and he plans and by the actual use of the individual component, and ;t or exceed applicable building code requirements and any uss components using metal connector plates with integral teeth isture content of the wood in which plates are embedded to nd other metal fasteners. ams beyond the specific scope of the agreed contracted work set ensions of the truss component, calculation of any of the truss :nts before or after installation, the design of temporary or )of and/or floor systems, the design of diaphragms or shear diaphragms and shear walls, the design of load transfer to the is to their bearing supports, the design of the bearing supports, iss component installation process, review of truss assembly )n, construction means and methods, site and/or worker safety in 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 th,e 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.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re -dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of t I e 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 reques. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pour Ids per square foot. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumbe�. g = green lumber. 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. Ic = Incised lumber. FJ = Finger Jointed lumber. 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 vertical Deflection due to creep, 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(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. 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 Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group 1nc.: 514 Earth City Expressway, Suite 242, Earth City, MO 63045; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com. Page 3 of 3 SEQN:3934311 COMN I Ply: 1 FROM: MW Qty: 1 A Job Number: 32334 ,Aburton Homes, PATTERSON, Truss Label: C1 7' /4 12 2X4 4 p B IG RESIDENCE 9'2" + " 2'2" 2 222 =4X4 C is 2X4 D 9'2" 9,2„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE 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. Wind loading based on both gable and hip roof types. F 5X8 18'4" 18'4" 7' Cust: R6666 JRef:1XcX66660013 T34 DrwNo: 040.22.1337.44441 SSB / WHK 02/09/2022 A l2' G 3X4(B1) I 9,2„ I 18'4" Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): -0.058 F 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.099 F 999 240 A 685 /- /- /395 /457 /123 HORZ(LL): -0.019 E - - G 685 P P /395 /457 P HORZ(TL): 0.033 E - Wind reactions based on MWFRS Creep Factor: 2.0 A Brg Wid = 8.0 Min Req = 1.5 Max TC CSI: 0.508 G Big Wid = 8.0 Min Req = 1.5 Max BC CSI: 0.922 Bearings A & E are a rigid surface. Max Web CSI: 0.258 Bearings A & E require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 A - B 1346 -1308 C - D 1150 -1064 B - C 1151 -1064 D - E 1347 -1308 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-F 1185-1189 F-E 1185 -1171 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - F 563 - 328 F - D 563 - 328 C - F 678 - 739 f• 1 U0 NAL�M COA •, 02/09/2022 **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'r sa shipping, practices nor to; performing these functions. Installers shall provide temporary bracing BCSI. Unless top have bottom have per noted otherwise, chord shall propery attached structural sheathing and chord shall a properly attached ri id 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 Join Details, unless noted otherwise. Ffefer to drawings 160A-Z for standard plate positions. Refer to jobs General Notes page for additional information. 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 ANSI/TPI 1, for handling, installation bracing trusses. A this drawing ,,,,,,,,m,,,,,,,,,• conformance with or shipping,, and of seal on or cover pa a listing this drawing indicates acceptance of professional enpineering responsibili_%t�rsolely -f-for the design shown. The suitability and use of this -Designer 6750 Forum Drive Suite For drawing for any structure is the responsibility of the Building per AN§I/TPI 1 Sec.2.305 Pn — info .firm — fh--h citee• Alpine• alnineitu rnm• TPI• fninef rm RR(:A• chrnrmmnnnentc rnm• Irr• irr fe nm• AUK'.• awe nrn Orlando FL, 32821 SEQN: 393762 / SPEC I Ply: 1 �Job Number: 32334 Cusl: R6666 JRef:1XcX66660013 T5 / FROM: MW Qty: 1 urton Homes .PATTERSON, D UG RESIDENCE DrwNo: 040.22.1337.42347 Truss Label: C10F I SSB / WHK 02/09/2022 T 12 N 4 f� TM 1 B Z5"8 2'5"8 6'1"6 + 11'3"15 + 16'6"8 18,11 3'7"14 5'2'i9 5'2"9 2'4" 21'4" 2'5"8 T SO CM J254"12 3X4(B1I) 1112X4 1114X6 =6X8 =4X4 1112X4 =3X4(B10) i 21'4" 2'5"8 3'7"14 52"9 5'2"g 2'4" 2'S"8 �- 16 '}' 2'5"8 6'1"6 + 11'3"15 16'6"8 18'10"8 i 21'4" �- 1 6 —� Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.358 D 704 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.408 D 619 240 B 995 /- /- P /1031 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.059 H - - O 919 P P P /983 /- EXP: D Kzt: NA HORZ L : 0.068 H Wind reactions based on MWFRS Des Ld: 37.00 (T ) Mean Height: 26.91 ft Building Code: Cree P Factor: 2.0 B Brg Wid = 8.0 Min Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf O Br Wid = 8.0 Min Re 1.5 Soffit: 0.00 BCDL: 3.0 sf FBC 7th Ed. 2020 Res. Max TC CSI: 0.594 g q = P Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.711 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.661 Bearings B & li require a seat plate. 0 /10 0 Members not listed have farces less than 375# FT/RT:20 Loc. from endwall: not in 9.00 ft () () Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber B - C 1782 -1848 E - F 1788 -1747 C - D 3218 -3259 F - G 2602 -2608 Top chord: 2x4 SP #1; D - E 1788 -1747 G - H 1593 -1595 Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) 43 or better scab reinforcement. Same size & 80% B - N 1695 -1620 L - K 2756 -2788 length of web member. Attach with 10d Box or Gun N - M 1702 -1608 K - J 1444 -1417 (0.128"x3",min.)nails @ 6" oc. M - L 3376 -3379 J - H 1456 -1438 Special Loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (Ibs) TC: From 55 plf at -1.59 to 55 plf at 22.93 Webs Tens.Comp. Webs Tens. Comp. BC: From 20 plf at 0.00 to 20 pif at 21.33 C - M 1627 -1683 L - F 1171 -1154 TC: 19 lb Conc. Load at 2.46,18.88 TC: 60 lb Conc. Load at 2.96 Mf��f�ftif�fttN�� M - D 589 -430 F - K 682 -542 BC: 4 lb Conc. Load at 2.46,18.88 �* J',hyif�i 173 1786 K - G 1304 -1327 BC: 44 lb Conc. Load at 2.96 E - L 7 Wind �N'V•a�•`G� S $_ • Wind loads and reactions based on MWFRS. yi �•• • �� Wind loading based on both gable and hip roof types. _ J 0.708 : s • ,at SAT O COA ,4�NAL (2/09/2022 **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 an SBCA) r sa shipping, practices poor to (performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properly attached ri id ceiling 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 of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildingqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,u,,,,,CQWA ,. truss in conformance with ANSI 1, or for handling, shipping,, installation land bracing of trusses. A seal on this drawinq or cover page 6750 Forum Drive listing this drawingp indicates acceptance of professional an meering responsibility solely -for the design shown. The suitabilit-y and use of this Suite 305 drawing for any structur is the responsibility of the Building%esigner per ANSI/TPI 1 Sec.2. Fnr more infnrmatinn sea thaw weh sitar[ Alnina- nlninnitw.cnm• TPI` tninat nr1o• SRr.A• chracmmnnnPnts_cnm- ICC- icosafa_nro- AWC- nwr.nrn Orlando FL, 32821 ia4X5R1) E =5X8 -5X8 =5X8 =5X8 C D F G SEQN: 3976941 SPEC Ply: 1 Job Number: 32334 Cusl: R6666 JRef1XcX66660013 T91 l FROM: MINQty: 1 'Aburton Homes, PATTERSON, D UG RESIDENCE Dnallo: 040.22.1337.43081 Truss Label: C1C SSB / WHK 02/09/2022 14'2°13 (� 6'2"9 1111"10 12'11'12 20'S' 4'7°9 4'11°1 1'10°41 6'2"3 12 Q 4 =4X5 =4X10 1114X8 AB C D E � 1114X8 1114X8 F G T T �5X12 N 1113X7(") io IV H n N L1 83 N 1 K J -L =3X5 =308 =3X4 I10 VU T SR =3X5 IN B1 =3X4(B1) =8X8 IIIH0310 20'5° 4'11"11 3'1"3 3'10"3 11°j 11'1°1b 14'2"13 18'1' 01 2 20'S° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf i PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA Cl T: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.223 M 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.408 M 590 240 V 760 P /0 /396 /525 1200 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.090 1 - - W 851 P /- /592 /570 P EXP: D Kzt: NA HORZ TL 0.165 1 Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 15.00 ft ( ) g BuildingCode: � Creep Factor: 2.0 V Brg Wid = - Min Req = - NCBCLL: 10.00 TCDL: 4.2 psf p W Brg Wid = 8.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.767 Bearing I is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.676 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.591 Bearing I requires a seat plate. Members not listed have forces less than 375# Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: OA8 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE HS VIEW Ver: 20.02.00A.1020.21 Lumber B - C 710 -453 F - G 3162 -2156 C - D 724 -465 G - H 3146 -2227 Top chord: 2x4 SP #2; D - E 2621 -1687 H - 1 1538 -1062 Bot chord: 2x4 SP #2; B1 2x6 SP #2; E - F 2673 -1756 B3 2x4 SP M-31; Webs: 2x4 SP #3; W 1 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. S - Q 1487 -2137 N - L 2095 -2851 (**) 1 plate(s) require special positioning. Refer to Q - P 1486 -2135 L - H 1920 -2619 scaled plate plot details for special positioning P - O 1486 -2135 K -1 893 -1265 requirements. O - N 2187 -3018 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. ' Left end vertical not exposed to wind pressure. �Insirtntuarr�Nr4j, B - U 1128 -729 O - E 340 -381 B - S 871 -1364 O - F 934 - 670 Wind loading based on both gable and hip roof types. ■ylf,� ,■.•■.•■■••� i�� U - S 392 -100 N - G 349 432 Deflection �`410 YIv' �(�jE S • �� y C - S 558 -219 L - K 706 -953 Max JT VERT DEFL: LL: 0.22" DL: 0.21". See detail i� � �•� y •. , S - D 1844 -1115 K - H 1450 -1009 DEFLCAMB1014 for camber recommendations. �• r Provide for adequate drainage of roof. _ : Q ° 708 '1 • ■ i W,_J. , COAtONAL 02/09/2022 **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, b TPI and SBCA) fo'r safety practices nor to performing these functions. Installers shall provide tempurary bracing per Si. Unless noted o�herwise, top chord shall have propery% 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 of truss and position as shown above and on the Joint Details, unless noted otherwise. gefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the •,,,,,.,Co,,,,,,,,,� truss in conformance with ANSIII PI 1, or for handling, shipping,, installation Iand bracingof trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawingp indicates acceptance of professional en Qsneering responsibility solelyor the design shown. The suitabilit-y and use of fhis drawing for any sfructure is the responsibility of the Building�esigner per ANSI/ 11 Sec.2. Suite 305 P-- inf—m.finn — th. —h cit— Alni Wn.ihu nnm• TPI• fninef nVCRr'.A• eh ... ­nn me min• ICR• imcafo nrn• ALAI(- .— nrn Orlando FL, 32821 SEQN: 393196 / SPEC Ply: 1 Job Number: 32334 Cust: R 6666 JRef:1XcX66660013 T10 I FROM: MW Qty: 1 Aburton Homes ,PATTERSON, D UG RESIDENCE DrwNo: 040.22.1337.42363 Truss Label: C1E SSB I WHK 02/09/2022 T5"15 9-5"15+ 12'8" 164 234" f + T5"15 2' + 3'2"1 3 8 7' =4X5 E 111C8 1114DXI T i2F4 12 4 p i o t1 B G A I �254"12 H J 3X4(B1) =3X4 =5X8 =3X4(131) 23'4" T5"15 5'2"1 10.8" �- 1'6" 1 7'5"15 12'8" 234" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.119 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.208 D 999 240 B 960 /- /- /459 /713 1123 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.038 G - - J 869 /- /- /429 /516 /- Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.063 G Wind reactions based on MWFRS Mean Height: 27.41 ItBuildin Code: Creep Factor: 2.0 B Brg Wid = 8.0 Min Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf 9 P Soffit: 0.00 BCDL: 3.0 sf FBC 7th Ed. 2020 Res. Max TC CSI: 0.861 J Brg Wid = 8.0 Min Req = 1.5 P Bearings B & G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.994 Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.273 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ItFf/RT:20(0)/10(0) GCpi: 0.18 Plate T e s : Maximum Top Chord Forces Per Ply (Ibs) p' yP () Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 20.02.00A.1020.21 Lumber B - C 2242 -1776 E - F 1893 -1455 C - D 2249 -1644 F - G 2249 -1789 Top chord: 2x4 SP #2; D - E 1882 -1438 Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C B - I 1618 -2002 H - G 1639 -2008 member design. I - H 1750 -2138 Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - H 890 - 535 H - F 613 - 358 E-H 718 -868 �'�"1n►ntutlhugli � ` Y 1 i J; r• 0.7108 1 ,o •; SAT O COA�QNAi. E 02/09/2022 **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, bV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a propefly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. !refer to drawings 16CA-Z for standard plate positions. Refer to job's General Notes patge for additional information. 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 �,„N,m�,*,,,. truss in conformance with ANSI PI 1, or for handling, shipping,, installation land bracingof trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en meering responsibilityy solelyor the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2. Fnr mnrp infnrmntinn sap theses weh sites- Alninpr nlninaiKv r.nm, TPI• tninstnrr, SRCA- shracmmnnnpnts_nnm, ICC: icr-Safenra AWC: swc nra Orlando FL, 32821 SEQN: 397638 / HIPM I Ply: 1 Job Number: 32334 Cust: R6666 JRef:lXcX66660013 T28 % FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42848 Truss Label: C1F SSB / WHK 02/0912022 1 W =3 6'2" 117 18'1"10 i _ 22'3"6 _7�'5"6 + 6'2" 5' '11 6'11"10 4'1"12 1 3-4"15 --{ (TYP) 12'8"11 F�5 8 T2 —_4X5 c D E F G H IJ 12 4 p 3X4 U B (e) AA w Y t __V5'4'12 T R Q P N M =3X4 _400 LKAG =3X5 113X6 67 5' 6611 6'2" 117' 16'8"11 18'1"1 20-1"10 22'3'fi Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf!I PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA C T: NA PP Deflection in Ice Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA C� NA VERT(LL): -0.188 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.213 D 999 240 A 1178 P P /507 /1153 /484 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): -0.057 O - - AC*729 /- /- /295 /755 /- EXP: D Kzt: NA Des Ld: 37.00 HORZR ) L : 0.061 O - - Wind reactions based on MWFRS Mean Height: 27.76 ft BuildingCode: Creep Factor: 2.0 A Brg Wid = - Min Req = - NCBCLL: 0. 00 TCDL: 4.2 psf p AC Brg Wid = 21.4 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res Max TC CSI: 0.692 Bearing M is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.888 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.801 Members not listed have forces less than 375# p Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 A - B 3457 -2539 E - F 2176 -1193 Lumber B - C 2930 -1866 F - G 2176 -1193 C-D 2177-1194 G-H 2176 -1193 Top chord: 2x4 SP #1; T2 2x4 SP #2; D - E 2176 -1193 H - 1 2176 -1193 Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) #3 or better scab reinforcement. Same size & 80% A - T 2315 -3662 R - Q 1694 -2912 length of web member. Attach with 10d Box or Gun T - S 2316 -3670 Q - P 1694 -2912 (0.128"x3",min.)nails @ 6" oc. S - R 1694 -2912 P - O 1694 -2912 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading B - S 886 -687 F - O 689 -299 Truss designed to support 1-6-0 top chord outlookers C - S 444 -590 Y -AA 1484 -2702 and cladding load not to exceed 3.00 PSF one face �itiltRflrlNklryhli` C - U 868 -598 AA- M 756 -370 and 24.0" span opposite face. Top chord must not be``�y j, °y�U - W 889 -606 AA- 1 1452 -2649 cut or notched, unless specified otherwise. �yi¢`'04.6••••..� 1�/ ��iy W - O 940 -633 H -AA 665 315 Winda�'.++��PE Ste:As %O-Y 1459-2658 I-L 1701 -901 Wind loads based on MWFRS with additional C&C 2�1 �member design. •�Right end vertical not exposed to wind pressure. ?Q'7�08Wind loading based on both gable and hip roof types. I *.'.. 0-1 02/09/2022 **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 sa shipping, practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properly attached rice d ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. ifefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,mmvcau truss in conformance with ANSIfI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawinq or cover paste 6750 Forum Drive listing this drawing indicates acceptance of professional engmeering responsibilityy solely -for the design shown. The suitability and use of ibis Suite 305 drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Aloine: alDineitw.com: TPI: toinst.ora: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.ore Orlando FL, 32821 SEQN: 393133 ! COMN I Ply: 1 FROM: MW Qty: 2 N_ O Cl) B 1 A �- 1'6" Job Number: 32334 ,Aburton Homes, PATTERSON, D UG RESIDENCE Truss Label: C1G 7'8"1 15'4"2 7'8"1 7'8"1 7'8"1 7'8"1 15'4"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA C�T: NA TCDL: 7.00 Speed: 160 mph Pf: NA C : NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 26.91 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Re . Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Lac. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 XArAVF 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. Wind loading based on both gable and hip roof types. =3X4(I 7'8"1 15'4"2 Cust:R6666 JRef:1XcX66660013 T2 / D rwN o: 040.22.1337.44003 SSB / WHK 02109/2022 1'6" -- Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in foe L/defl L/# Gravity Non -Gravity VERT(LL): 0.031 F 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.056 F 999 240 B 658 /- A /332 /484 /115 HORZ(LL): 0.011 D - - G 658 /- /- /332 /484 /- HORZ(TL): 0.019 D Wind reactions based on MWFRS Creep Factor: 2.0 B Brg Wid = 8.0 Min Req = 1.5 Max TC CSI: 0.931 G Brg Wid = 8.0 Min Req = 1.5 Max BC CSI: 0.645 Bearings B & D are a rigid surface. Bearings B & D require a seat plate. Max Web CSI: 0.122 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 B - C 1185 - 966 C - D 1187 - 966 0nmruirrrrr4i o.708 i ;o t SAT O ,�% r + • tic, ••. < COA �1�,7 NA r wt "lail" `d 02/09/2022 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - F 856 - 895 F - D 856 - 895 **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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa shipping, practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properryly attached rigid ceiling Locations shown for permanent lateral restraint of webs; shall have bracing installed per BCSI sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. fefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinIcLComponents Group Inc. shall not be responlsible for any deviation from this drawing, any failure to build the u nwm* A, truss in conformance with ANSI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of professional en lneenng responsibilitysolely-for the design shown. The suitability and use of Phis Suite 305 drawing for any structure is the responsibility of the Building" esigner per ANSI/TPI 1 Sec.2. I=— — infnrmnfinn coo fhoce woh cifo Alni nW—if— rn TPI. fnin t n— SRr..A• ehnacmmnnn nfc —m• 1(tC• inccafa nrn• AW('.• awe nrn Orlando FL, 32821 SEQN: 393461 I SPEC Ply: 2 Job Number: 32334 I Gust: R6666 JRef.'1XcX66660013 T83 1 FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42849 Truss Label: C2-2PLY SSB / WHK 02/09/2022 2 Complete Trusses Required 2+ 6312 15'0"4 + 21'8"12 26'2"8 { .I r 2''1010"7"7 + 5'5"5 6'8"8 I 6'8"8 4'5"12 2'5' 8 i 12 4 1114E5 12T 3.43 p =5X8 4X8bbR 14X8 =4X8 SO T C A4 F G =3X4(A1)T� H sy� A Pl T12' 1112X4 =4X4 =5X5 =4X8 =4X5 =4X4 1112X4 1'97 + 2'10"7 2'10"7 12'1"13 15'0"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Re,. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 Wnvr= Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Nailnote Nail Schedule: 0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1:87 to 55 plf at 8.31 TC: From 55 plf at 8.31 to 55 plf at 21.73 TC: From 55 plf at 21.73 to 55 plf at 26.21 TC: From 55 plf at 26.21 to 55 plf at 30.26 BC: From 20 plf at 0.00 to 20 plf at 28.67 TC: 15 lb Conc. Load at 2.87 TC: 36 lb Conc. Load at 4.67,25.76 TC: 19 lb Conc. Load at 26.21 BC: 4 lb Conc. Load at 2.87,26.21 BC: 42 lb Conc. Load at 4.67,25.76 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types 4917 .10 28'8" 137'12 1'6" 28'8" Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): -0.366 D 929 360 Loc R+ ! R- / Rh / Rw / U / RL VERT(CL): 0.656 D 518 240 Q 1262 /- /- P /888 P HORZ(LL): -0.038 C - - H 1259 P P P /878 /- HORZ(TL): 0.068 C Wind reactions based on MWFRS Creep Factor: 2.0 Q Brg Wid = 9.3 Min Req = 1.5 Max TC CSI: 0.541 H Brg Wid = 8.0 Min Req = 1.5 Max BC CSI: 0.942 Bearings Q & H are a rigid surface. Bearings Q & H require a seat plate. Max Web CSI: 0.836 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 B - C 1071 -1623 E - F 958 -1421 C - D 1943 -2936 F - G 1703 -2575 D-E 958 -1421 G-H 938 -1414 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 1550 -1022 M - L 2692 -1802 P - O 1561 -1020 L - K 2692 -1802 O - N 3042 -2037 K - J 1339 -877 N - M 3042 -2037 J - H 1327 -878 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �N1111ii1�1.11jNffp�����iq ' `. A. yob,. D - M 1164 -1733 F - K 334 -397 M - F 927 -1379 K - G 1267 - 847 * : 0..08 1 **WARNING** READ AND FOLLOW ALL NOTES **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRA as a division of .N 02/09/2022 ON THIS DRAWING! CTORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary ched structural sheathing and bottom chord shall have a properly s shall have bracin installed per BCSI sections B3, B7 or B10, ve and on the Join Details, unless noted otherwise. Refer to age for additional information. nsible for any deviation from this drawing, any failure to build the n and bracing of trusses. A seal on this drawing or cover page �!bility solely -far the design shown. The suitability and use of q is ALPINE mmvcoeev 6750 Forum Drive Suite 305 Orlando FL, 32821 any SEQN: 266371 / SPEC I Ply: 1 Job Number: 32334 EB st: R6666 JRef:1XcX66660013 T110 FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE wNo: 040.22.1337.41973 Truss Label: C2C / WHK 02/09/2022 911"10 1 14'11"12 16'2" 3 20'5" 5'10°2 + 1'3°1' 473 12 =3X4 �U5 1114X8 44 AB C D E T-5X8 =4x6 F G T (a) 1-5X12 H B3 N K ML J- =8X14 =3X4 UT S RQ B1 =5X8 IIIH0310 Wid Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B1 2x6 SP #2; B3 2x4 SP M-31; Webs: 2x4 SP #3; W1 2x4 SP #2; Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.17". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. 20'5" �" 1 6" Al --{ 9'1'10 14-11.12 10° 19'0 20'5" Snow Criteria (Pg,Pf i PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Cet NA VERT(LL): 0.197 F 999 360 Loc R+ / R- / Rh / Rw / U / RL U 760 P /0 /419 /532 1243 Lu: NA Cs: NA VERT(CL): 0.361 F 667 240 Snow Duration: NA HORZ(LL): 0.078 1 - - V 851 /- P /606 /562 /- HORZ(TL): 0.143 1 - - Creep Factor: 2.0 Wind reactions based on MWFRS U Brg Wid = - Min Req = - Building Code: FBC 7th Ed. 2020 Res Max TC CSI: 0.560 V Brg Wid = 8.0 TPI Std: 2014 Max BC CSI: 0.713 Bearing I is a rigid surface. Rep Fac: Yes Max Web CSI: 0.667 Bearing I requires a seat plate. FT/RT:20(0)!10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 B - C 469 - 337 F - G 3801 - 2898 WAVE HS C - D 476 - 346 G - H 3533 - 2729 D - E 1967 -1359 H -1 1524 -1123 E - F 1965 -1470 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R - P 992 -1234 N - L 2585 - 3240 P - O 3020 - 3809 L - H 2442 - 3065 O - N 2659 - 3331 K -1 957 -1254 COA vtYHi. y��0`- �Nu�w�s,Hrtw+� 02/09/2022 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - T 1033 - 736 P - F 2242 -1688 B - R 801 -1114 F - O 657 -422 T - R 471 -107 O - G 381 - 492 C - R 438 -174 N - G 481 - 593 R - D 1380 - 797 L - K 579 - 719 D - P 463 - 472 K - H 1327 -1000 **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'r sa shipping, practices nor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have properr% attached structural sheathing and bottom chord shall have a propefly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above' and on the Joint Details, unless noted otherwise. F�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildingctComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the M,,,,,Co.,� truss in conformance with ANSI/TPI 1, or for handling, shipping,installation and bracingq of trusses. A seal on this drawingq or cover pa a 6750 Forum Drive listing this drawingp indicates acceptance of professional en Ineering responsibilityy solely -for the design shown. The suitability, and use of this drawing for any sfructure is the responsibility of the BuildingUesigner per ANSI/TPI 1 Sec.2. Suite 305 Fnr mnm infnrmafinn coo thoca wph citoc• Alninw alninaitui rnm• TPI• tninct nrn• CR(:A• chrarmmnnnantc enm• IRC• irncafo nrn• AWC• au nrn Orlando FL, 32821 SEQN: 393199 / SPEC Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 Tt I FROM: MW Qty: 1 ,Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.4170E Truss Label: C2E SSB / WHK 02/09/2022 6815 8'815 12'8" 6'8"15 r 2' =4E5 T T3 1114X8 1114X8 12 C D o T 4� N B 1 A I H =3X4(B1) =3X4 =5X8 23'4" — f- 1'6" } 6'8"15 6'8"15 K 16'4" 23 38 T T i2F T a ::G t—V 5'4'12 B2 J 3X4(B1) 10'8" 23'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf i 1 PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L14 Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.121 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.212 D 999 240 B 960 P P /459 /715 /123 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.036 G - - J 869 /- P /429 /515 /- Des EXP: D Kzt: NA HORZ L 0.061 G - - �) Wind reactions based on MWFRS CLLd: 10.00 NCBCLL: 10.00 Mean Height: 27.41 ft Building Code: Creep Factor: 2.0 B Br Wid = 8.0 Min Re 1.5 9 q Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 sf FBC 7th Ed. 2020 Res Max TC CSI: 0.939 J Br Wid = 8.0 Min Re 1.5 g q = Load Duration: 1.25 P MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 1.000 Bearings B & G are a rigid surface. Bearings B & li require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.298 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20 0 /10 0 () () Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 2280 -1806 E - F 1875 -1461 Lumber C - D 2285 -1688 F - G 2225 -1790 Top chord: 2x4 SP #2; T3 2x4 SP #3; D - E 1862 -1453 Bot chord: 2x4 SP #1; B2 2x4 SP #2; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C B - 1 1649 -2047 H - G 1640 -1985 member design. I - H 1865 -2309 Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - D 494 - 310 E - H 702 - 818 D - H 1002 - 609 H - F 603 - 352 i NO�prnrrtnrurrg1prr�r`, No. 7.08 1 ,ro SSAT O •• •,' CID,, k�NOIA� XIM 02/09/2022 **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) for sa shipping, practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwise, top chord shall have proper!% 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, as applicable. Apply plates to each face of truss and position as shown above; and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,,,,�CD,,,,*,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paqe 6750 Forum Drive listing this drawin indicates acceptance of professional en eenng responsibilit solely -for the design shown. The suitability and use of this Suite 305 drawing for any sfIum cture is the responsibility of the Building�esigner per ANSVTPI 1 Sec.2. Fnr mnrp infnrmp.tinn sap. thasp. wp.h sitp.s• Alnina• al ninnitw mm• TPI• tninst nrn• RRCA• shnanmmnnnp.nts mm• ICC• iccsafa nrn• AWC• awn nrn Orlando FL, 32821 SEQN: 3976471 HIPS Ply: 1 Job Number: 32334 1Cust: R6666 JRef:1XcX66660013 T100 FROM: MW Qty: 2 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42145 Truss Label: C2F SSB / WHK 02/0912022 fi'6" 14'1"1 21V6 22'5 f• 6'6" `f' 77' 6'11"5 1'5°`1 -5X5 =6X8 D 3X4 F 12 T2 G 4 p 5X8 C N [n T1 (a) v N 7 W e t a l A25'4"12 3X4(61) 1112X4 I3X5 =-3X10 B2 =3X4 1113X6 22'5°6 j— 1'6.. 778 7713 1'S" 13'9"9 2176 22'5° 2'2° —{ Loading Criteria (pso Wind Criteria Snow Criteria (P9,Pf irj PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAST: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA CeI: NA VERT(LL): -0.165 C 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.176 C 999 240 B 927 P /- P /1035 P BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.040 1 - - M 966 A A P /1009 /- EXP: D Kzt: NA Des Ld: 37.00 HORZ(TL): 0.043 1 Wind reactions based on MWFRS Mean Height: 27.98 ft BuildingCode: Creep Factor: 2.0 B Brg Wid = 8.0 Min Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf p M Br Wid = 8.0 Min Re 1.5 Soffit: 0.00 BCDL: 3.0 sf FBC 7th Ed. 2020 Res Max TC CSI: 0.979 g q = P Bearings B & M are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.765 Bearings B & M require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.811 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber B - C 1889 -1775 D - E 1005 - 964 C - D 1144 -1070 Top chord: 2x6 SP SS Dense; T1 2x4 SP #2; T2 2x4 SP #1; Bot chord: 2x4 SP #2; 62 2x4 SP #1; Maximum Bot Chord Forces Per Ply (Ibs) Webs: 2x4 SP #3; W7 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp. Bracing B - L 1626 -1704 K - J 1622 -1708 L - K 1622 -1708 (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 1 Od Box or Gun (0.128"x3",min.)nails @ 6" oc. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads C - J 753 -697 I - F 757 -664 -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) J - E 880 -964 F - H 986 -986 TC: From 55 plf at -1.59 to 55 plf at 24.76 E - I 709 - 604 BC: From 20 plf at 0.00 to 20 plf at 22.45 TC: 1 lb Conc. Load at 21.03 `ilptptputla�rr �' BC: 7 lb Conc. Load at 21.03 Wind ��,�,�•`E ..s,k,�f--.,�, Wind loads and reactions based on MWFRS. s • y �. , �l , f ` •� Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. �✓` ,j y,as S T 0 ,•� • � rss 0 c cOA t tQNAL \\�'',•`a�� 02/09/2022 **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, bVV TPI and SBCA) fo'r sa shipping, practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a propefly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown abovd and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the n�nwmncur truss in conformance with ANSI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawmqq or cover pa a 6750 Forum Drive listing this drawincql indicates acceptance of professional engq�ineering responsibilit solely -for the design shown. The suitability and use of t�1is drawing for any sfIucture is the responsibility of the Building -Designer per ANSI/ 1 1 Sec.2. Suite 305 Fnr mnre infnrmntinn saa thr.cr: wah citac• Alninw alninaitw rnm• TPI- tninst nrn• RR(..A• shrarmmnnnants rnm• ICI:• irrsafa nrn• AWr:• awn nrn Orlando FL, 32821 SEQN:3931381 COMN Ply: 1 Job Number: 32334 Cust:R6666 JRef*.1XcX66660013 T3 FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNc: 040:22.1337.42755 Truss Label: C2G SSB / WHK 02/09/2022 7'8"1 7'8"1 ia5X5�R1) 12 T 4� I N O co A 1 D 3X4(B1) I =5X5 15'4"2 7'8"1 r 7'8„1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf iI PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 27.18 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: 9 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #1; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types 15'4"2 7'8"1 C 3X4(B1) �25'4"12 7'8"1 15'4"2 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.024 D 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.045 D 999 240 A 574 /- P /282 /336 /72 HORZ(LL): 0.010 C - - E 574 P P /282 /336 P HORZ(TL): 0.020 C Wind reactions based on MWFRS Creep Factor: 2.0 A Brg Wid = 8.0 Min Req = 1.5 Max TC CSI: 0.803 E Brg Wid = 8.0 Min Req = 1.5 Max BC CSI: 0.656 Bearings A & C are a rigid surface. Bearings A & C require a seat plate. Max Web CSI: 0.122 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 A - B 1332 -1005 B - C 1333 -1005 i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - D 897 -1103 D - C 897 -1103 3� � : � nl v .; Q•� Xass-......••••�G�,� CA ONAL �I!•fNtMUNM� 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise, top chord shall have propery attached structural sheathing and bottom chord shall have a properly )id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AppTv plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to a division of any deviation from this drawing, any failure to build the of trusses. A seal on this drawing or cover page ?r the design shown. The suitability and use of this ALPINE NE ANMCOWv 6750 Forum Drive Suite 305 Orlando FL, 32821 see these web sites: SEQN: 3934741 SPEC Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T59 % FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44956 Truss Label: C3 - SSB I WHK 02/0912022 T ,2 3.43 p tO T=3X6(A1) 0 1 T Ki 1'97 5'2"7 5'2"7 11'6"3 16'2"11 20'11"3 25'4"15 6'3"12 4'8"8 4.88 4'5"12 12 4 p 1114X5 E 8 C a —6D$ —5F8 —5 G () 1112X4 O =5X5 =4X16 L =4X5 1112X4 =6X8 =H0510 29'10"7 6-3"12 4'8"8 4'8"8 4'5"12 11'6"3 16'2"11 20'11"3 25'4"15 T 4'5"8 T 3X6(A1) � FF1l�� in __V2' 4'5"8 1'6" 29'10"7 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA C'qT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.368 D 964 360 Loc R+ / R- ! Rh ! Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.668 D 531 240 Q 1215 P /- 1715 l700 /163 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.045 C - - H 1199 /- P /716 /597 P Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.082 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft BuildingCode: Creep Factor: 2.0 P Q Brg Wid = 9.3 Min Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.775 H Brg Wid = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.388 Bearings Q & H are a rigid surface. Bearings Q & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Yes Max Web CSI: 0.817 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE HS VIEW Ver: 20.02.00A.1020.21 B - C 3680 - 3000 E - F 3282 - 2775 Lumber C - D 5500 -4520 F - G 4740 -3936 Top chord: 2x4 SP #1; D - E 3285 -2778 G - H 3161 -2624 Bot chord: 2x6 SP SS Dense; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) 43 or better scab reinforcement. Same size & 80% B - P 2852 -3414 M - L 4045 -4707 length of web member. Attach with 1 Od Box or Gun P - O 2859 -3406 L - K 4045 -4707 (0.128"x3",min.)nails @ 6" oc. O - N 2859 -3406 K - J 2456 -2862 Wind N - M 4604 -5441 J - H 2452 -2869 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. Wind loading based on both gable and hip roof types. C - N 1719 -2083 M - F 1969 -1528 pltfntntupiiN D - M 2744 -2119 K - G 1586 -1896 E - M 1447 -1674 • • o.T,os 1� COAMAL n+u,trw�'o` 02/09/2022 **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) r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properlly attached rigid ceilingq Locations shown for permanent lateral restraint of webslshall 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 Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the m,,,,,.row� truss in conformance with ANSI/TPI 1, or for handling, shipping,, installationland bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional en sneering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the BuildinggDesigner per AN$$I/TPI 1 Sec.2. For more information see these web sites: Alpine: aloine!tw.com: TPI: toinst.o)ro: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.ora Orlando FL, 32821 SEQN: 3937801 SPEC I Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T112 FROM: MINQty: 1 Abu ton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.45034 Truss Label: CK SSB / WHK 02/09/2022 2'2"3 7T'10 12'0"p1 1 _ 16'11"12 1871 �3 4'11'1 3 6'11"10 4'11 1114XC8 12 T1 a 4 Z�3D D M 1114X8 v E F �INIMXIB G J B2 H _10' 1 N K =7X10 =3X4=3X4(B1) =3X4 2IYY 6'11"10 1 4'11P1 84"5 �- 1 6" —{ 295" 7'1"10 12'0°11 0: Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CgqIT: NA PP Deflection in loc L/defl L!# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Cep: NA VERT(LL): 0.088 J 999 360 Loc R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.161 J 999 240 M 761 A /- A /510 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.027 A - - N 856 A /- A /604 A Des Ld: 37.00 EXP: D Kzt: NA HORZ TL 0.049 A - - ( ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code: BuildingM Creep Factor: 2.0 Br Wid = - Min Re g q = - Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res Max TC CSI: 0.592 N Brg Wid = 8.0 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.729 Bearing G is a rigid surface. Bearing G requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.763 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCis 0.18 pi: Plate T e s : yP () Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 560 - 838 E - F 905 -1473 Lumber C - D 643 - 925 F - G 893 -1430 Top chord: 2x4 SP #2; T1 2x4 SP #1; D - E 1063 -1591 But chord: 2x6 SP #2; B2 2x4 SP #2; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) K - J 1450 -964 I - G 1295 -798 TC: From 55 plf at 0.00 to 55 plf at 22.01 J - 1 2099 -1404 BC: From 20 pif at 0.00 to 20 plf at 20,42 TC: 7 lb Conc. Load at 18.23 BC: -1 lb Conc. Load at 18.23 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B - L 535 - 696 J - E 445 - 638 Wind loads and reactions based on MWFRS. B - K 988 -660 E - I 697 -873 Left end vertical not exposed to wind pressure. K - D 436 -678 I - F 597 -359 Wind loading based on both gable and hip roof types. •� Sk •a :• SAT O COAA, f ,; QNAL 4(ntrtlIW (2/09) 22 **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, bVV TPI and SBCA) r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have propeg 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 aboveland on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the p,,,,,� CO,,,,,,,,,, truss in conformance with ANSIII PI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional enpsneering responsibilityy solely -for the design shown. The suitabilit-y and use of Phis Suite For drawing for any structure is the responsibility of the Building -Designer per ANSINI 1 Sec.2.305 Fnr mnrp infnrmetinn sap thane wah sites- Alninp.- Aninaitw_cnm• TPl* tninst nrn• SRCA• chcarmmnnnants.rnm• ICC• iccsafa_nrn• AW(.- awn r)m Orlando FL, 32821 SEQN: 393750! SPEC Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T113 FROM: MW Qty: 1 Aburton Homes, PATTERSON, D UG RESIDENCE DrwNo: 040.22.1337.42925 Truss Label: CK SSB I WHK 02/09/2022 F- 2'1" 4'8"15 6'8"15 12'8" 16'19"8 21'3" 23'0" 4'8"15 2' 5111"1 4'3"8 4'3"8 T9"6 =4X5 E 3X4 T q p 1114X8 1114X8(SRS) C bb F 'T 1114X5 =4X10 � _v v I T1 G H a N B I T A J � 1 1 i•+ 1 �264"12 =3X4(B1) =3X4(81) =3X4 -5X8 =4X10 1,3X,, 23'4" 1'9"6 �{ 4'8"15 7'11"1 12'5"6 - i f- 1 6" -}- 4'8"15 + 12'8" 25'1"6 1'6"'.� Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf i� PSF) Defl/CSI Criteria A, Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CXT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA C�: NA VERT(LL): -0.194 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.219 D 999 240 B 942 /- /- A /1025 /- BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.051 L - - K 1119 /- A P /1220 P Des Ld: 37.00 D Kzt: NA HORZ(TL): 0.057 L Wind reactions based on MWFRS NCBCLL: 10.00 ean Height: 27.41 ft Mea M Building Code: Creep Factor: 2.0 B Br Wid = 8.0 Min Re 1.5 9 q Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 sf P FBC 7th Ed. 2020 Res Max TC CSI: 0.708 K Br Wid = 8.0 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.701 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Varies by Ld Case Max Web CSI: 0.684 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 1839 -1814 F - G 916 -1420 Lumber C - D 1731 -1745 G - H 726 -1220 Top chord: 2x4 SP #2; T1 2x4 SP #1; D - E 1435 -1431 H -1 459 - 610 Bet chord: 2x4 SP #1; E - F 1410 -1416 Webs: 2x4 SP #3; Special Loads Maximum Bot Chord Forces Per Ply (Ibs) -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Chords Tens.Comp. Chords Tens. Comp. TC: From 55 plf at -1.59 to 55 plf at 26.71 B - N 1662 -1662 L - K 735 - 570 BC: From 20 plf at 0.00 to 20 plf at 25.11 N - M 2170 -2257 K - 1 558 -422 TC: 3 lb Conc. Load at 23.03 M - L 1536 -1547 BC: -2 lb Conc. Load at 23.03 Wind Maximum Web Forces Per Ply (Ibs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. Wind loading based on both gable and hip roof types. C - N 513 -432 F - L 825 -471 11htu�tnneut�tp����� N - D 761 - 616 G - L 570 - 606 `�ii�4 D - M 1014 - 897 L - H 1731 -1669 yia `f ���•.•�. �, `1 a�_��.� - /'� tr Alt n _'._ •% E - M 573 - 379 K - H 1122 -1065 o. 708 1 • A �'• SAT O Cox 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinci, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) y sa shipping, practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, 1111, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Kefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildinq-Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the a,,,,.,o,,,,,AW truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawingp indicates acceptance of professional en ineenng responsibilityy solely -for the design shown. The suitabil!t-y and use of this Suite For drawing for any sfr'ucture is the responsibllity of the Building -Designer per ANSINI 1 Sec.2.305 Fnr more informatinn cee these weh sites- Alnine- alnineihu r.nm, TPI: tninstnm, RRCA: shrarmmnnnP.nts_cnm ]CC, iresafe_orn, AWC: swr.nrn Orlando FL, 32821 SEQN: 397626! HIPS Ply: 1 Job Number: 32334 I oust: R6666 JRef:1X.X66660013 T29 l FROM: MW Qty: 2 Abu ton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43816 Truss Label: C3F I SSB / WHK 02/0912022 8' 161"1 0"6 19'f 22' 5"6 f 8, ')' 81 2'11"'' 5 �4X10 =5X8 D E 13X F T4 12 [; 4 p 5X8 i � C _ rn a) f0 90 W7 " B A L__V I3X5 M5'4"12 3X4(B1) 1112X4 =3X8 =3X4 1113X6 22'5"6 --.I 1'6" i- i' 8' 1 8'1" 2'11"5 1 r 3'S" 27' i^ — { 8. I 16'1"1 19'0"6 22'5"6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Gel: NA VERT(LL): 0.093 L 999 360 Loc R+ / R- / Rh / Rw / U / RL B 926 P P /491 /691 /502 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.167 L 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0,026 H - - M 959 P /- /431 /801 P Des Ld: 37.00 D Kzt: NA HORZ(TL): 0.045 1 - - Wind reactions based on MWFRS Building Code: 9 NCBCLL: 10.00 Mean Height: 28.32 ft Mea Creep Factor: 2.0 P B Brg Wid = 8.0 Min Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf FBC 7th Ed. 2020 Res Max TC CSI: 0.987 M Erg Wid = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.789 Bearings B & M are a rigid surface. Bearings B & M require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.734 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; T4 2x6 SP SS Dense; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; W7 2x4 SP #2; Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L1360. Wind loading based on both gable and hip roof types. �i `��y • �rfi ••�rn•rrr•• I�%��iy 0.7108 1 ,tit, SAT O •: Z. 1 �7 COA t7QiUAI. B - C 1877 -1711 D - E 1169 - 699 C-D 1127 -812 E-F 872 -481 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1558 - 2071 K - J 1553 - 2074 L - K 1553 -2074 J -1 411 -660 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 1065 -904 E - I 683 -492 D - J 455 -117 1 - F 665 - 847 J - E 636 - 884 F - H 1581 - 926 **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, b TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a propeiiy 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 Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry RW00WAW truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en meering responsibilityy solely -for the design shown. The suitabil! y and use of this Suite 305 drawing for any structure is the responsibility of the Building�]esigner per ANSIFFP1 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com: TPI: toinst.oro: SBCA: sbcacomponents.com; ]CC: iccsafe.orq: AWC: awc.orq Orlando FL, 32821 SEQN: 397791 I SPEC Ply: 1 Job Number: 32334 I Cust: R6666 JRef:1XcX66660013 T61 l FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42785 Truss Label: C4 SSB / WHK 02/09/2022 7'6"7 _L 13'3"5 I- 18110"8 24'7"6 I 31'0"14 I� T6'�7 T 5'8"14 r 57T f 5,8"14 T 6,5"8 12 =H0308 12 a 4 3.43 =6X8 -3X4 1112X4 =6X8 p C D E F G T T 3X7�A1) a) (a) =3X7HA1) 1 y+ A I 1 _(�.12' P B2 1112XX4 =5X5 =4X5 =4X10 =5X5 1112X4 31'0"14 177 7'6"7 5'8"14 '7 j 52 5'8"14 6'5"8 1 1'6" 7'6"7 13'3"5 + 18'10"8 + 24'7"6 31'0"14 �- Loading Criteria (psf) If 41 0 If 31 07 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA CeI: NA VERT(LL): -0.499 F 740 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.688 D 536 240 p 1457 /- /- /756 /1169 1128 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.073 C - - H 1496 P /- /764 /1226 P Des Ld: 37.00 EXP: D Kzt: NA HORZTL : 0.102 C ( ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 P Br Wid = 9.3 Min Re 1.7 9 9 = Soffit: 0.00 TCDL: 4.2 psf FBC 7th Ed. 2020 Res Max TC CSI: 0.743 H Brg Wid = 8.0 Min Req = 1.8 Load Duration: 1.25 BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.806 Bearings P & H are a rigid surface. Bearings P & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.11 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.690 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE HS VIEW Ver: 20.02.00A.1020.21 B - C 3788 -3635 E - F 4948 -4908 Lumber C - D 5030 -4884 F - G 4948 -4908 Top chord: 2x4 SP #1; D - E 4948 -4908 G - H 3459 -3446 Bot chord: 2x6 SP #2; B2 2x6 SP SS Dense; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) 43 or better scab reinforcement. Same size & 80% B - O 3443 -3468 L - K 3223 -3121 length of web member. Attach with 10d Box or Gun O - N 3447 -3462 K - J 3223 -3121 (0.128"x3",min.)nails @ 6" oc. N - M 3447 -3462 J - H 3216 -3126 Special Loads M - L 4923 -4867 --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (Ibs) TC: From 55 plf at -1.87 to 55 plf at 24.61 TC: From 55 plf at 24.61 to 55 plf at 32.67 Webs Tens.Comp. Webs Tens. Comp. BC: From 20 plf at 0.00 to 20 plf at 12.41 C - M 1551 -1620 F - L 658 -299 BC: From 65 plf at 12.41 to 65 pif at 22.41 M - D 620 - 305 L - G 1812 -1831 BC. From 20 p at 22. to 2 p at ,n7tt 0/, Wind Wind loads based on MWFRS with additional C&C ,p+� ,•••`�•+•tE •••�' member design. •• y�V 1T` Wind loading based on both gable and hip roof types. •� • a si It o.7,08 1 • •� t sat o COA7�a�tspy�,,N`� 02/09/2022 **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, b TPI an c7 SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted otherwise, top chord shall have proper)V attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown abovejand on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Build ingg Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawinqq or cover page listing this drawin indicates acceptance of professional en sneering responsibility solely -for the design shown. The suitability and use of this Building�]esigner Sec.2. "w Cowv 6750 Forum Drive Suite 305 drawing for any structure is the responsibility of the per ANSI11TPI 1 Fnr mnrp infnrmatinn sap- thaga weh cites• Alninp• alninaitw_rnm• TPI, tninct nrn• SRCA• chrarmmnnnentc.rnm- ICC- iratnfa_nrn- AWr: awr.._nrn Orlando FL, 32821 SEQN: 393364 / HIPM Ply: 1 Job Number: 32334 I Cust: R6666 JRef:1XCX66660013 T87 l l FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43785 Truss Label: C4C SSB / WHK 02/09/2022 =4X4 AB N cV N I I X 1112X10 5'1"10 1 4'11°10 f 1114XC8 12 Q 4 �5X8 D G B2 F =7X12 1 1112X4 19'1"15 19'1"15 7'6" 4'11"10 0"5 6'6" _i 7'6" f 5'1"10 51"15 11'7°15 19'1"15 E — ' v Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Stoll: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.055 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.102 F 999 240 1 717 /- /- /450 /411 /212 BCDL: 10.00 Risk Category: II Snow Duration: NA ! HORZ(LL): 0.019 A - - J 715 /- /- /495 /277 P EXP: D Kzt: NA Des Ld: 37.00 ( )HORZTL: 0.035 A - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 00 Building Code: Creep Factor: 2.0 1 Brg Wid = - Min Req = - TCDL: 4.2 psf Soffit: 000 . FBC 7th Ed2020 Res. Max TC CSI: 0.665 J Brg Wid = 8.0 . BCDL: 3.0 sf p Load Duration: 1.25 MWFRS Parallel Dist: h to 2h I TPI Std: 2014 Max BC CSI: 0.604 Bearing E is a rigid surface. Bearing E requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Fac: Yes p Max Web CSI: 0.860 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 756 -576 D - E 1240 -1397 Lumber I C - D 701 - 666 Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B2 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Webs: 2x4 SP #3; i Chords Tens.Comp. Chords Tens. Comp. Wind H-G 392 -92 F-E 1265 -1064 Wind loads based on MWFRS with additional C&C G - F 1261 -1066 member design. Left end vertical not exposed to wind pressure. Maximum Web Forces Per Ply (Ibs) Wind loading based on both gable and hip roof types. Webs Tens.Comp. Webs Tens. Comp. B - H 1057 - 675 C - G 462 -184 B - G 802 -1053 G - D 774 - 764 ev d • 0.748 i ' S T O ,• COA IAL� 02/09/2022 **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 shiping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an SBCA) fo'r sa ety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properyy attached structural sheathing and bottom chord shall have a properly attached ri id ceflin Locations shown for permanent lateral restraint of webslshall have bracingq installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. I#efer to drawings 160A-Z for standard plate positions. Refer to job's General Notes parge for additional information. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ",,V,Co~ truss in conformance with ANSI/I PI 1, or for handling, shipping,, installs ionland bracing of trusses. A seal on this drawinq or cover page 6750 Forum Drive listing this drawingq indicates acceptance of professional encLsneering responsibilityy solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/T I 1 Sec.2. Suite 305 Fnr mnrp infnrmatinn car. thpcp wph c A.-q- Alninp- alninpihv nnm- TPI- tningt non- SRCA- ghcarmmnnnants.nom- ICY'., icr_gafa.nrn, AWC- awr...nrn Orlando FL, 32821 SEQN: 397653 / FROM: MW SPEC I Ply: 1 Qty: 1 Job Number: 32334 'Aburton Homes ,PATTERSON, DOUG Truss Label: C4E I RESIDENCE I Cusl: R6666 JRef1XcX66660013 T50 I DrwNo: 040.22.1337.42206 SSB / WHK 02/09/2022 �23' ' 1'11"10 8"15 28 4'8"15 12'8" 19'3" 21'0" 25T'6 2'"15 2' 7'1 1"1 6'7" 1'9"6 =5X7 E T T3 T4 4 12 =5X8 1114X10 1114X8 _6X8 T2 p F G 1112X4(••) =3X5(A1) tl (a) I I —3X4(A1) o°T i'+ A I ff I LiJ 1I1I25'4"12 P C I 1112X4 =3X5 =8X 8 X =34 1114X8 23,4" 1'9"6 '{ 1'6" 2'8"15 9'11"1 6'7" 3'9" 2'1"6 2'8"15 12'8" 19'3" 23' 25'1"6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf i PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA C!{T: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Cell: NA VERT(LL): -0.266 D 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.294 D 925 240 p 1312 /- /- /- /1400 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.051 C - - K 1151 /- /- /- /1266 /- EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 27.41 ft ()� HORZ TL 0.057 C - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Creep Factor: 2.0 P Brg Wid = 8.0 Min Req = 1.5 Soffit: 0.00 p FBC 7th Ed. 2020 Res Max TC CSI: 0.877 K Erg Wid = 8.0 Min Req = 1.5 BCDL: 3.0 psf Bearings P & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.875 Bearings P & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.681 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber B - C 2423 -2396 F - G 1389 -1575 C - D 3176 - 3166 G - H 406 - 554 Top chord: 2x4 SP #2; T2,T3,T4 2x4 SP #1; D - E 1667 -1624 H -1 403 -516 Bot chord: 2x6 SP #2; E - F 1642 -1609 Webs: 2x4 SP #3; i Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) #3 or better scab reinforcement. Same size & 80% Chords Tens.Comp. Chords Tens. Comp. length of web member. Attach with 10d Box or Gun B - O 2240 -2252 M - L 1709 -1562 (0.128"x3",min.)nails @ 6" oc. O - N 2272 -2287 L - K 875 -660 Special Loads N - M 3330 -3401 K - I 466 -369 --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.59 to 55 plf at 26.71 Maximum Web Forces Per Ply ( Ibs ) BC: From 20 plf at 0.00 to 20 plf at 25.11 Webs Tens.Comp. Webs Tens. Comp. BC: 403 Ib Conc. Load at 1.94 C - N 1046 -1041 F - L 897 -709 Plating Notes �glNtuutatuyr/tpp� N - D 831 -608 L- G 998 -1031 (**) 1 plate(s) require special positioning. Refer to,� v�M H • ir. D - M 1932 -1864 G - K 1507 -1353 scaled plate plot details for special positioning ••■••••••.••. yfi�4 E - M 545 -286 requirements. �� ;••�{',E S�• % S. • Wind •. • Wind loads and reactions based on MWFRS. _ Q, 7.08 1 • � Wind loading based on both gable and hip roof types. I a COA9 NAL "',��` ,' l;A10 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handling,shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary SCSI. Unless noted otherwise, top chord shall have Pr roper attached structural sheathing and bottom chord shall have a proprly ,jid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above'and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. vision of ITW Buildin lComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSIPI1, or for handling, shipping,installation and bracing of trusses. A seal on this drawing or cover pa e irawinq indicates acceptance of professional engmeering responsib!lit solely -for the design shown. The suitability and use of t�is any structure is the responsibility of the Building Designer per ANSljrPI 1 Sec.2. ALPINEINE ANrIWCOWAW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 397633 / HIPM Ply: 1 Job Number: 32334 I Cust: R6666 JRef1XcX66660013 T32 / FROM: MW Qty: 1 Job Homes ,PATTERSON, DOUG RESIDENCE DiwNo: 040.22.1337.43317 Truss Label: C4F I �SSB / WHK 02/09/2022 6'2"4 117 i 1811"10 22'3'fi '5"6 6'2"4 4'11"12 6'11"10 4'1"12121. 12'8"11 2' ---}-- 34"15 --� (rvP) T2 D8 E F G H I c4XJK 12 i I 4 p C4 IV AB iV tp V p 6 Z l 1 A �254"12 U T S R 0 B2 P 0 N LAD =3X5(B1) �3X4 3X5 =4X10 IiiaKF 22'5"6 �-- 1 6 6'24 4'11"12 5'6"11 1'4"1 2' 2'1"12 6'2"4 117 16'8"11 18'1"1 20'1"10 22'3'6 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: D Kzt: NA Mean Height: 27.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #1; T2 2x4 SP #2; Bot chord: 2x4 SP #1; B2 2x4 SP #2; Webs: 2x4 SP #3; Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 1 Od Box or Gun (0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. ffl5"6 Snow Criteria (Pg,Pf id PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Cell: NA VERT(LL): -0.186 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.208 E 999 240 B 1324 /- !- /652 /1362 1550 Snow Duration: NA HORZ(LL): -0.053 P - - AD*725 /- /- /292 l744 /- HORZ(TL): 0.057 P Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 B Brg Wid = 8.0 Min Req = 1.6 FBC 7th Ed. 2020 Res Max TC CSI: 0.825 AD Brg Wid = 21.4 Min Req = - TPI Std: 2014 Max BC CSI: 0.699 Bearings B & N are a rigid surface. Bearing B requires a seat plate. Rep Fac: Varies by Ld Case Max Web CSI: 0.794 Members not listed have forces less than 375# FT/RT:20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 20.02.00A.1020.21 B - C 3355 - 2473 F - G 2158 -1184 C - D 2900 -1848 G - H 2158 -1184 D-E 2159-1184 H-1 2158 -1184 E-F 2158 -1184 I-J 2158 -1183 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2248 - 3558 S - R 1678 -2884 U - T 2250 -3566 R - Q 1678 -2884 T - S 1678 -2884 Q - P 1678 -2885 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - T 783 - 632 P - Z 1447 - 2636 tltCiNl19tl1glip��� D - T 434 - 551 Z -AB 1472 - 2680 ` (� * /� y �1. D - V 858 - 592 AB- N 753 - 369 V-X 876 -597 AB-J 1440 -2628 yt, X - P 928 - 626 1 -AB 663 - 314 � .*�0���E \SF ��.�L ._ G - P 684 -298 J - M 1689 895 02/09/2022 **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, bV TPI an SBCA) for sa shipping, practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached ri !d ceilin 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 aboveland on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinQQComponents 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 trusses. A seal on this drawinq or cover pa a 6750 Forum Drive this drawingp Indicates acceptance of professional engqineering respons!b'littV� solely -for the design shown. The suitability and use of this drawing for any sfructure is the responsibility of the Building -Designer per ANSI(TPI 1 Sec.2. Suite 305 Fnr mnra infnrmafinn caa thaca u h cifac• Alnina• alninait-- TPI• tninct nrn• CRCA• chcacmmnnnante enm• I(?(`• inecafn nrn• MAW.- n— nrn Orlando FL, 32821 SEQN: 397788 / SPEC Ply: 2 Job Number: 32334 Cust: R6666 JRef:lXcX66660013 T60 % FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43159 Truss Label: C5-2PLY SSB / WHK 02/09/2022 2 Complete Trusses Required 7'107 9'10"7 23'9"13 26' i 32'3"5 '1 7'10"7 2' '1' 13'11"6 T 2'2"3 6'3"5 =8X8 12 1115X7 1112X4 1112X4 a 4 3.43 p X4 D E F G ,3 -4X4 T C H T rQ inI B 96' r 1 syi A LJ I I I J12' 9X7(A1) 1112X4 =3X4 3X4 B2 11121X4X8 =7X8=3X7(A1) _5O5 I 32'3"5 I 1'9"7 T10"7 2' 3'5"6 1 10'6" 2'2"3 6'3"5 1'6" 7'10"7 9'10" 13'3"13 23'9"13 1 26' 32'3"5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.264 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.446 E 861 240 R 1694 /- A 1802 /730 /158 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.052 D - - 1 1804 /- /- /813 1647 /- EXP: D Kzt: NA Des Ld: 37.00 HORZ(T )L: 0.089 D Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 R Br Wid = 9.3 Min Re 1.5 9 q = TCDL: 4.2 psf Soffit: 0.00 FBC 7th Ed. 2020 Res Max TC CSI: 0.262 BCDL: 3.0 ! 1 Br Wid = 8.0 Min Re 1.5 g q = psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.508 Bearings R & I are a rigid surface. Bearings R & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.23 ft Rep Fac: Yes Max Web CSI: 0.282 Members not listed have forces less than 375# FT/RT:20 0 /10 0 Loc. from endwall: not in 9.00 ft () () Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chards Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 1896 - 2252 F - G 1951 - 2448 Lumber C - D 1887 -2163 G - H 1963 -2503 Top chord: 2x6 SP SS Dense; D - E 1935 -2441 H - 1 1715 -2175 Bot chord: 2x6 SP #2; B2 2x6 SP SS Dense; E - F 1952 -2445 Webs: 2x4 SP #3; Nailnote Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule: 0.148"x3", min. nails Chords Tens.Comp. Chords Tens. Comp. Top Chord: 1 Row @12.00" o.c. B - Q 2141 -1732 N - M 2445 -1805 Bot Chord: 1 Row @12.00" o.c. Q - P 2140 -1735 M - L 2445 -1805 Webs : 1 Row @ 4" o.c. P - O 2066 -1641 L - K 2049 -1555 Use equal spacing between rows and stagger nails O - N 2066 -1641 K - I 2036 -1546 in each row to avoid splitting. Loading Maximum Web Forces Per Ply (Ibs) Attic room loading from 13-7-5 to 23-1-5: Live Load: 40 Webs Tens.Comp. Webs Tens. Comp. PSF. Dead Load: 5 PSF Ceiling: 5 PSF, Kneewalls: 5 PSF gtis++tnlu+tr�l�r�r� D - N 667 -287 L - H 741 -533 �llt ■ H* �i�y� F - M 461 -44 H - K 287 -402 G - L 231 -438 Purlins 1� `f =•good.•• ���'` i y Collar -tie braced with continuous lateral bracing at 24" y+�`e•` �E s�. '+ oc. or rigid ceiling. •. •��� Wind ••� a 0.7108 1 Wind loads based on MWFRS with additional C&C i member design. _ * • a Wind loading based on both gable and hip roof types. SAT O ,at Goa S COA t TONAL 'Naarr�In+N��t 02/09/2022 **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 sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) fo'r saiPety practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above;and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc. shall not be respons!ble for any deviation from this drawing, any failure to build the ,,, UNCO,,AW truss in ANSI/) PI 1, far handling, installation and bracln trusses. A seal on this drawing or cover conformance with or shipping,, of page 6750 Forum Drive listing this drawing indicates acceptance of professional en meenng responsibility solely or the design shown. The suitability and use of this Suite 305 drawing for any sQructure is the responsibility of the Building�]esigner per ANSI �T PI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com: TPI: t inst.or ; SBCA: sbcacom onents.com• ICC: iccsafe.or ; AWC: awc.or For FL, 32821 SEQN: 393376! HIPM Ply: 1 Job Number: 32334 I Cust: R6666 JRef:1XGX66660013 T108 FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43426 Truss Label: C5C SSB / WHK 02/09/2022 3M T1 1114XC8 I =3X4 19'1"15 8' 2'11"10 r 3'1"10 + 11'1"15 I 19'1'15 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA C I: NA VERT(LL): 0.051 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.094 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 A - - Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.039 A Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res Max TC CSI: 0.790 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.718 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.557 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; T1 2x4 SP #3; Bot chord: 2x6 SP #2; B2 2x4 SP #2; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types H. • o.los 1 *e J COA ONAL 02/09/2022 M zo ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL L 712 /- /- /478 /387 /261 M 802 /- /- /614 /331 /- Wind reactions based on MWFRS L Brg Wid =- Min Req = - M Brg Wid = 8.0 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 380 - 337 D - E 1179 -1284 C - D 343 - 394 E - F 1039 -1333 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K - J 517 -133 1 - H 748 -371 J - 1 748 - 371 H - F 1198 - 821 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - K 935 - 724 D - H 643 - 624 B - J 734 - 827 H - E 514 - 332 J - D 652 - 562 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme are in fabricating, handlin shii ping, installing, and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an SBCA) fo'r sa ety practices pnor to pa orming 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 ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicaboa. Apply plates to each face of truss and position as shown above land on the in Details, unless noted otherwise. efer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawin or cover pope listing this drawing indicates acceptance of professional an meenng responsibjlit solely -for the design shown. The suitability and use of this drawing for any sQr'ucture is the responsibility of the BuildingUesigner per ANSI/T�l 1 Sec.2. ALPINE ANRWCOWANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393171 I FROM: MW COMN Ply: 1 Qty.1 Job Number: 32334 IAburton Homes ,PATTERSON, D Truss Label: C5F UG RESIDENCE I Cust: R6666 JRef:1XcX66660013 T24 % DrwNo: 040.22.1337.42394 SSB / WHK 02/0912022 6'8" 11 10'8" 14'8" 21'4" 68" 4' 4' 6'8" =4X5 E T p 4D F T`o � 5111 --_ 5X12 X)13X7('* G B B i I I H A B2 1112XQ4 =5X8 M L J I �25'4"12 RQ P B3 K S 3X4(B1) 1112X4 =-3X4(B1) 21'4" 4' 4' 4' 4'4" 11 ") 1- 131 I � 1-6„ 10 '+' i 14'8„ 6�� '8' 21' t�4" 2 8 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.268 L 941 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.479 L 527 240 B 882 /_ /_ /419 /622 /143 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.152 H - - S 882 /- /- /419 /622 /- Des Ld: 37.00 EXP: D Kzt: NA () HORZ TL : 0.275 H - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 27.41 ft 9 Building Code: Creep Factor: 2.0 B Brg Wid = 8.0 Min Reg = 1.5 Soffit: 0.00 TCDL: 4.2 psf FBC 7th Ed. 2020 Res Max TC CSI: 0.844 S Brg Wid = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 3.0 sf P MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.721 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.389 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B-C 1313 -1136 E-F 1598 -1421 Lumber C - D 2391 -2295 F - G 2407 -2295 Top chord: 2x4 SP #2; D - E 1605 -1421 G - H 1298 -1136 Bot chord: 2x4 SP #2; B2,133 2x4 SP M-31; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 3X4 except as noted. B - R 961 -1031 N - M 2138 -2122 (**) 2 plate(s) require special positioning. Refer to C - Q 1968 -1888 M - K 2155 -2131 scaled plate plot details for special positioning Q - O 2155 -2075 K - G 1968 -1939 requirements. O - N 2138 -2066 J - H 961 -1056 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. Wind loading based on both gable and hip roof types. Mipt1tHlutft� hfili�h � C - R 1186 -1088 N - F 1053 -918 , � 'f,�i��i R - Q 758 - 771 K - J 758 - 791 D - N 1- J - G 1213 -1088 yiD ` :w+wa.., �• • t73 6 728 s Q.708 1 ZZ ,a, t SAT O •; Q COA Abij,T , NAL 02/09/2022 **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, byy TPI an SBCA) fo'r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properr y attached ri id ceilin 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 Join Details, unless noted otherwise. FOer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build incctt Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANnWCOWAW truss in conformance with ANSI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawingp indicates acceptance of professional en ineermg responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com: TPI: toinst.ord: SBCA: sbcacomoonents.com: ICC: iccsafe.oro: AWC: awc.oro Orlando FL, 32821 SEQN: 397782 / SPEC Ply: 2 Job Number: 32334 I Cust: R6666 JRef1XcX66660013 T58 % FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43520 Truss Label: C6-2PLY SSB / WHK 02/09/2022 2 Complete Trusses Required 5'9"12 12'0"11 =5X8 =3X4 1112X4 12 12 =5X8 =5XB =3X8 D E F ;2X4 1112X4(' )HII3X4 G Q 4 TT 3.43 �5C8 �2X4 T T U J T tv B3 Pn =3X5(A1) 10' w K in V < 6 �T4 L I A L V 1112X4 =3XX8 1113XX4 B2 =3X4 M =3X6(A) _1z 1 =5X5 �V8 33'4"13 5'814 6'2"15 12'11"10 8'4"8 5'' 12'0"11 + 25'0"5 + 33'4"13 14 14 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA C4T: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA &: NA VERT(LL): 0.283 O 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.481 O 824 240 V 2070 /- /- /975 /838 /215 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.048 K - - K 2272 P /- /996 /737 /- Ld:EXP: Des 37.00 D Kzt: NA HORZ TL : 0.079 K - Wind reactions based on MWFRS ( ) Building Code: 9 CL NCBCLL: 0.00 Mean Height: 15.00 ft V Br Wid = 8.4 Min Re 1.5 Creep Factor: 2.0 9 q p Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 sf P FBC 7th Ed. 2020 Res Max TC CSI: 0.511 K Brg Wid = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.888 Bearings V & K are a rigid surface. Bearings V & li require a seat plate. Spacing: 28.0 " C&C Dist a: 3.34 ft Rep Fac: No Max Web CSI: 0.406 Members not listed have forces less than 375# Loc. from endwall: not in 10.33 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE 1VIEW Ver: 20.02.00A.1020.21 B - C 1982 -2662 G - H 1113 -1244 Lumber Wind C - D 1823 - 2495 H - 1 1881 - 2715 Top chord: 2x4 SP #2; T4 2x6 SP SS Dense; Wind loads based on MWFRS with additional C&C D - E 1697 -2512 I - J 1896 -2901 Bot chord: 2x6 SP #2; B2 2x6 SP SS Dense; member design. E - F 1840 -1938 J - K 1933 -2926 B3 2x4 SP #2; Wind loading based Webs: 2x4 SP #3; on both gable and hip roof types. F - G 1842 -1940 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Attic room loading from 14-7-15 to 24-7-15: Live Load: 40 PSF. Dead Load: 5 PSF Ceiling: 5 PSF, Kneewalls 5 PSF Purtins In lieu of structural panels use purlins to brace BC/TC @24" oc. Collar -tie braced with continuous lateral bracing at 24" oc. Maximum Bot Chord Farces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2534 -1820 O - N 2740 -1681 R - Q 2537 -1828 N - M 2728 -1739 Q - P 2771 -1684 M - K 2728 -1739 P - O 2771 -1684 Maximum Web Forces Per Ply (Ibs) �1tHiltfllilptttggrrlf,, Webs Tens.Comp. Webs Tens. Comp. ��1�1' �• %' 14�friz.''4� D - Q 550 -299 T - U 868 -1577 •••••••/4/� Q-S 191 -815 T-G 884 -829 �V i��••••E V'� S - O 533 - 43 U - G 506 - 308 1? �•� �. * % S - T E - T 375 - 735 163 - 986 U - H I - N 974 -1750 472 -49 00 0.08 1 • • ,ot S T 0 tt77 �7n vNNVV CO WOW,, NAB. 02/09/2022 **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) r safety practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properryly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above ;and on the Join Details, unless noted otherwise. ffefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinqqComponents Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the M , E,,,,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawlncl or cover pa a 6750 Forum Drive listing this drawingq indicates acceptance of professional en meenng 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(TPl 1 Sec.2. Suite 305 For more information see these web sites: Alpine: alpineitw.com: TPI: tDinst.ord: SBCA: sbcacomoonents.com: ICC: iccsafe.orc: AWC: awc.ora Orlando FL, 32821 SEQN: 393383 / HIPM Ply: 1 Job Number: 32334 I Cust: R6666 JRef., 1 XcX66660013 T109 FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.41707 Truss Label: C6C SSB / WHK 02/09/2022 Hi." 0 a �. 5'1'15 11Y'15 19'1'15 4'0'5 6' 6' m2X4 ®14X6 AB c 012X4 12 D d 4 %5X6 E F G I_V, KJ I H L OIH0310 =7X10 82 =3X4(B1) I m2x4 4'11.15 6' 2• Loading Criteria (psi) Wind Criteria Snow Criteria (P9,Pf inILPSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA Cp1I :NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Cef NA VERT(LL): 0.053 H 999 360 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.097 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.026 A - - Des Ld: 37.00 D Kzt: NA HORZ(TL): 0.047 A - BuildingCode: NCBCLL: 10.00 MeaEXPn MeD Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 p Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.682 Load Duration: 1.25 MWFRS Parallel Dist: h to 21) TPI Std: 2014 Max BC CSI: 0.631 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.882 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE. HS Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; B2 2x4 SP #2; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types ,a't• SAT O -_ •• w COa`.s�QNAI. 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL K 713 P /- 1515 /361 /291 L 804 P /- /614 /322 P Wind reactions based on MWFRS K Brg Wid = - Min Req = - L Brg Wid = 8.0 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. C - D 569 - 632 E - F 938 -1337 D - E 439 - 654 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J - 1 460 - 98 H - F 1202 - 725 I- H 1198 -727 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 764 - 638 I - D 425 - 276 C - 1 837 - 859 I - E 740 - 700 **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'r sa ety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properly attached ri id 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 Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ingComponents Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the *,,f11,,r,�,,,,11. truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawmQQ or cover pa a 6750 Forum Drive listing this drawin indicates acceptance of professional en Ineering responsibility solely -for the design shown. The suitability and use of this drawing for any sigructure is the responsibility of the Building�esigner per ANSI/ITPI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: alpineitw.com: TPI: tainst.orai SBCA: sbcacomr)onents.com: ICC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821 SEQN:393167/ HIPS Ply: 1 Job Number: 32334 Cusl:R6666 JRef:1XcX66660013 T27 %I FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42457 Truss Label: C6F SSB / WHK 02,09/2022 6'8" 6'8" 8 1-6" '1'4"1 k 2'8" 4' 6'8" 3'9"8 — 21'4" 8' 14'8" 14W 4'2"8 21'4" 6'8" 4'4" 11" 1'4"1 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Cep: NA VERT(LL): 0.268 P 941 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.479 P 527 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.152 H Des Ld: 37.00 EXP: D Kzt: NA HORZTL: 0.275 H ( ) Building Code: NCBCLL: 10.00 Mean Height: 27.38 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.844 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.721 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.389 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAN/C i Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2,B3 2x4 SP M-31; Webs: 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. T M V t—V 5'4"12 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 882 /- /- /421 /625 /141 S 882 P P /421 /625 /- Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 S Brg Wid = 8.0 Min Req = 1.5 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1344 -1136 E - F 1665 -1421 C - D 2475 - 2295 F - G 2491 - 2295 D - E 1673 -1421 G - H 1329 -1136 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 961 -1058 N - M 2138 - 2202 C - Q 1968 -1964 M - K 2155 -2211 Q - O 2155 -2156 K - G 1968 -2014 O - N 2138 -2147 J - H 961 -1082 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. gltttttHtupy�� C - R 1217 -1088 N - F 1071 - 918 D - NQ 10618 -918 J - G 1243 -1088 S ....•••..••• /S%/ice E - N 736 -797 ink No. X08 1 _ „a s SAT O COa, 02/09/2022 **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 shping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa ety practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properryly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. 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 ANSIII PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional en meenng responsibility solely -for the design shown. The suitability and use of g is drawing for any sgf ucture is the responsibility of the Building -Designer per ANSIRPI 1 Sec.2. ALPINEINE MMCDuAW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 3977641 SPEC Ply: 2 Job Number: 32334 1 Cust: R6666 JRef:1XcX66660013 T62 % FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42035 Truss Label: C7-2PLY SSB / WHK 02/0912022 2 Complete Trusses Required 10'6"3 1310"6 2"10+ 24'3"10 30'3"10 10'6"3 + 3'4"3 1T + 3'4"5 7'1" 6' =4X10 1113X8 112X4 1112X4 3.43 p D 1112X4 E F =3G6 12 :6X12 1112X10 a 4 C T3 g B2 U V H ///4X8(SRS) 1 o ,5x7 N T Ag � `V iv r in VV2 10' r::!�3X8�?Al) O 1112X10 =5 =4X6 =7X8 1112X4 =H0510 30'3"10 10, 1V11"2 2'4"8 6' 10' 21'11"2 24'3"1 30'3"10 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 28.0 " C&C Dist a: 3.03 ft Loc. from endwall: not in 10.33 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP M-31; T3 2x6 SP SS Dense; Bot chord: 2x6 SP SS Dense; B2 2x4 SP #2; Webs: 2x4 SP #3; W2 2x4 SP #2; Nailnote Nail Schedule: 0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Purlins In lieu of structural panels use purlins to brace TC /BC@24" oc. Collar -tie braced with continuous lateral bracing at 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L14 Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.240 M 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.401 M 897 240 R 1955 !- P 1686 /889 /217 Snow Duration: NA HORZ(LL): -0.043 H - - J 2174 P P /935 /999 /- HORZ(TL): 0.080 H - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 R Erg Wid = 5.3 Min Req = 1.5 FBC 7th Ed. 2020 Res: Max TC CSI: 0.535 J Brg Wid = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.562 Bearings R & J are a rigid surface. Rep Fac: No Max Web CSI: 0.516 Bearing J requires a seat plate. FT/RT:20(Oj/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE HS iVIEW Ver: 20.02.00A.1020.21 B - C 1202 -1768 F - G 760 - 582 C - D 547 -1020 G - H 1403 - 2192 D - E 871 - 804 H -1 1442 - 2454 E - F 872 - 805 I - J 1591 - 2580 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P - O 1686 -1010 M - L 2438 -1426 O - N 1686 -1010 L - J 2423 -1425 N-M 2193 -1184 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. �t�tutrituprrry B - Q 692 - 918 T - U 1109 -1573 Ff 11y� ttt/r� B - P 1672 -1091 U - V 692 -1697 P - C 288 - 511 U - F 469 -196 ``��`' •.•••••••.'•`%f ��y C-S 1086-1586 V-F 379 -177 �V.a�• AGE $ �: �_ C - N 937 - 268 V - G 743 -1808 •' '; D - U 80 -446 H - M 723 -136 • S - T 1103 -1573 M - 1 330 - 375 • ii. 108 i • s' S a coA c s ANAL ."to""tw+,w 02/09/2022 **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 an SBCA) r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properlly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown aboveland on the Join Details, unless noted otherwise. Defer tc ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the * r,,,,�,�,,,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawin or cover pa a 6750 Forum Drive listing this drawingp indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of Iris Suite For drawing for any structure is the responsibility of the Building Designer per ANSIF 1 Sec.2.305 For more information see these web sites: Alpine: alpineitw.com: TPI: toinst.orc: SBCA: sbcacomoonents.com: [CC: !ccsafe.orc: AWC: awc.ora Orlando FL, 32821 SEQN: 3934141 MONO Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T42 I FROM: MW City: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.45035 Truss Label: C7C SSB / WHK 02/0912022 6'8°14 6'6"14 1112X4 AB 12 Q 4 �3X4 C 3X4 -3X4 E (a) I 114X10 =3X4 =4X4 1113X4 19'1'15 — i 6'8"14 i_ 6'5°2 6'8'14 13'1.15 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA C �: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Bracing (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 1 Od Box or Gun (0.128"x3",min.)nails @ 6" oc. Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 20.75 BC: From 20 plf at 0.00 to 20 pif at 19.16 TC: -17 lb Conc. Load at 17.91 BC: 581 lb Conc. Load at 12.94 BC: 37 lb Conc. Load at 17.91 Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 19,1115 6' 1,6" -- 19'1'15 DefI1CS1 Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L14 Gravity Non -Gravity VERT(LL): 0.089 H 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.162 H 999 240 L 901 /- /- A /584 A HORZ(LL): 0.045 A - - F 1217 P P A /947 A HORZ(TL): 0.082 A - - Wind reactions based on MWFRS Creep Factor: 2.0 L Brg Wid = - Min Req = - Max TC CSI: 0.733 F Erg Wid = 8.0 Max BC CSI: 0.649 Bearing F is a rigid surface. Bearing F requires a seat plate. Max Web CSI: 0.420 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 C - D 750 -1171 E - F 1691 - 2590 D - E 785 -1203 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K - J 1058 - 679 I - H 2388 -1506 J -1 2388 -1506 H - F 2416 -1516 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - C 815 -1270 J - E 862 -1369 C - J 654 - 245 E - H 599 - 215 COA NA 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, b TPI and SBCA) fr sa shipping, practices prior to performing these functions. Installers shall provide temporary - BCSI. Unless noted o�herwise, top chord shall have Pr roper attached structural sheathing and bottom chord shall have a properly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, e. ADDTv plates to each face of truss and Dosit!on as shown above and on the Join f Details. unless noted otherwise. Refer to a division of deviation from this drawing, anyfailure to build the of trusses. A seal on this drawin or cover pa e ar the design shown. The suitability and use of Eris A IPL NE any _Mco v 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 3931621 HIPS Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T9 / FROM: MW Qty: 1 Aburton Homes, PATTERSON, D UG RESIDENCE DrwNo: 040.22A337.43019 Truss Label: C7F SSB / WHK 02/09/2022 8'5"8 12'111"8 21'4" r 8,5„8 + 4,5„ 8,5„8 - D T2 E 12 4 p :-:;4X12 Z-z1113X7("�X12 M CIII3X7(" F M B G 1 A B2 N M L B3 K I H254"12 QP 0 0/2X4 \\\2X4 J R :1X4(R11 =4X4 =4X4 __.3X4(B1) 21'4" _i_ 1'4"1� f- 1'6"'i 1�4„1 4'6"8 T2"8 + 3'5i8 10'8" 358 4'10"8 11"� 14'1"8 T 19' 19'1 "1 T8" -{ 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L14 Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Cis NA VERT(LL): 0.311 0 811 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.556 0 454 240 B 882 /_ /_ /447 /697 /122 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.170 G - - R 882 P /- /447 /697 P Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.306 G Wind reactions based on MWFRS Mean Height: 27.04 ft NCBCLL: 00 BuildingCode: Creep Factor: 2.0 p B Brg Wid = 8.0 Min Req = 1.5 TCDL: 4.2 psf 0. Soffit: 0.00 FBC 7th Ed. 2020 Res Max TC CSI: 0.821 R Br Wid = 8.0 Min Re 1.5 9 q = BCDL: 3.0 sf p Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.766 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.515 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. .Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 1790 -1239 E - F 2800 - 2093 Lumber C - D 2786 -2093 F - G 1774 -1239 Top chord: 2x4 SP #1; T2 2x4 SP #2; D - E 2505 -1708 Sot chord: 2x4 SP #2; B2,B3 2x4 SP M-31; Webs: 2x4 SP #3; Maximum Sot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 5X8 except as noted. B - Q 1072 -1486 M - L 1777 -2336 (**) 2 plate(s) require special positioning. Refer to C - P 1733 -2141 L - J 1942 -2467 scaled plate plot details for special positioning P - N 1942 -2413 J - F 1733 -2189 requirements. N - M 1777 -2284 1 - G 1072 -1510 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. Wind loading based on both gable and hip roof types. tAlltfllflFtlrlt/Np���`' C - Q 1705 -1214 E - L 432 -313 Q _ P 842 -1119 J - 1 842 -1138 4 _ �. M H i_ yi._ N - D 432 - 307 I - F 1731 -1214 02/09/2022 **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) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)% 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 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the MMCOMv*xr truss in conformance with ANSIlTPI 1, or for handling, shipping,, installation and bracinq of trusses. A seal on this drawing or cover pagqe 6750 Forum Drive listing this drawing indicates acceptance of professional en sneering responsibilityV solely'for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the BuildingUesigner per ANSIXI 1 Sec.2. L'nr mnr infn—finn cno thee- ueeh cifo Alnine• nlninnihni rnm• TPI• fninct nrn)• CRr!A• ehr rmmnnncntc rnm• ICb irn fn nrn• AMM, —, nrn Orlando FL, 32821 SEQN: 3977601 SPEC Ply: 2 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T66 FROM: MW Qty: 1 Abu ton Homes ,PATTERSON, DQUG RESIDENCE DrwNo: 040.22.1337.45239 Truss Label: C8-2PLY SSB / WHK 02/09/2022 2 Complete Trusses Required 110'12 r97 5'3'6 8'3'13 10'1' 20'11'12 26'11'12 5'1'6 3'0'7 1 1'9'7 9'1'i 5'11'15 III�4X8 1114X8 3X4 �3X4 -3X4 3A3 p 012 D4 E T2 F S7C 2 3G � 4 N4X5 U v 1113 H6 n T A 2 a2 ///4X8(I =3X7(A1) 10. T4 v 0 J 1 K 02X10 -4Xn5 P N4X8 =3X5 -5X5 012X4 m4X6 a' V11"12 8'0'4 ' 1874 2' Loading Criteria (psi) Wind Criteria Snow Criteria ft,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res Load Duration: 1.25 MWFRS Parallel Dist: In to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x6 SP SS Dense; T2,T4 2x4 SP M-31; Bot chord: 2x6 SP SS Dense; B2 2x4 SP #2; Webs: 2x4 SP 43; Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Purlins Collar -tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 2'4'9 20'11' Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.262 H 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.422 H 758 240 S 1618 P /- /491 /677 /222 HORZ(LL): -0.062 H - - J 1672 P P /757 /773 /- HORZ(TL): 0.103 H Wind reactions based on MWFRS Creep Factor: 2.0 S Brg Wid = 5.3 Min Req = 1.5 Max TC CSI: 0.428 J Brg Wid = 8.0 Min Req = 1.5 Max BC CSI: 0.489 Bearings S & J are a rigid surface. Bearing J requires a seat plate. Max Web CSI: 0.448 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 B - C 587 - 895 H -1 911 -1709 G - H 885 -1495 I - J 1109 -1952 Special loads ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 40 plf at 0.00 to 40 plf at 28.57 TC: From 15 plf at 0.00 to 15 plf at 11.89 TC: From 15 plf at 11.89 to 15 plf at 28.57 PLT: From 50 plf at 8.31 to 50 plf at 18.31 BC: From 20 plf at 0.00 to 20 plf at 26.98 **WARNING** READ AND FOLLOW ALL NOTES **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRA as a division of any 02/09/2022 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q - P 861 -405 N - M 1836 - 979 P - O 861 -405 M - L 1836 - 979 O - N 1495 - 697 L - J 1831 - 982 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - R 529 - 766 T - U 1063 -1650 B - Q 962 - 610 U - V 844 -1556 Q - C 369 - 747 V - G 765 -1577 C-0 1175 -511 H-N 585 -107 C - T 1052 -1642 N - 1 371 -452 N THIS DRAWING! 'ORS INCLUDING THE INSTALLERS racing. Refer to and follow the latest edition of BCSI (Building )erforming these functions. Installers shall provide tempora ed structural sheathing and bottom chord shall have a properr y ;hall have bracincl installed per BCSI sections B3, B7 or B10, and on the Joint -Details• unless noted otherwise. 11efer to deviation from this drawing, any failure to build the of trusses. A seal on this drawinq or cover pacle ar the design shown. The suitability and use of this ALPINE *mrrwmmwnwr 6750 Forum Drive Suite 305 Orlando FL, 32821 SBCA: SEQN: 393153 / FROM: MW HIPS Ply: 1 Qty: 1 Job Number: 32334 Abunon Homes, PATTERSON, DOUG Truss Label: C8F RESIDENCE Oust: R6666 JRef:1XcX66660013 T23 % DrwNo: 040.22.1337.42894 SSB / WHK 02/09/2022 6'5"8 10'8" 14'108 21'4" 6'5"S 4'2"8 4'2"8 6'5"8 1112X4 12 D E F T 4� � �5X12 T 5X 1113X7(") 13X7('• C G N T BF B J _ H V T A B2 O N M L I I25'4"12 1112X4 1 P — X4 3X4(Bi) = 1112X4 =-3X4(B1) 21'4" I 1,6„ __ " 39"8 + 4,2„8- + 47'8 I 4'1"8 11"1 1,6„ D 10'8"i 14'10"8 19' 19,1 "1 '3 1i i t• 14„1 2'8" 21'4" Loading Criteria (psi] Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.308 E 819 360 Loc R+ / R- / Rh / Rw / U / RL B 882 /- /- /465 /760 /104 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.475 P 531 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.163 H - - S 882 P A /465 /760 /- Des Ld: 37.00 EXP: D Kzt: NA HORZ L 0.274 H - - �) Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 26.71 ft Creep Factor: 2.0 B er Wid = 8.0 Min Re 1.5 9 q = Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 sf FBC 7th Ed. 2020 Res. Max TC CSI: 0.823 S Brg Wid = 8.0 Min Req = 1.5 Load Duration: 1.25 P MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.714 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.508 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2,B3 2x4 SP M-31; Webs: 2x4 SP #3; Plating Notes All plates are 5X8 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. `P--- �• ..,��t� Ottt a 0 y�f�i 40 C o. 748 1 ' ■ ,a t� SAT O Sit" ;- -00 . ` COA S COONAL V •nI""ll �•��� 02/09/2022 B - C 1819 -1126 E - F 4038 - 2353 C - D 3670 -2324 F - G 3687 -2324 D - E 4038 - 2353 G - H 1803 -1126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - R 950 -1465 N - M 2211 - 3375 C - Q 1999 - 3025 M - K 2184 - 3350 Q - O 2184 -3294 K - G 1999 -3076 O - N 2211 - 3318 J - H 950 -1489 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - R 1679 -1075 N - F 183 - 770 R-Q 749 -1104 K-J 749 -1123 D - N 191 - 773 J - G 1706 -1075 E - N 619 • 171 **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) fo'r sa shipping, practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properly attached ricl!d ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 83, B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joins Details, unless noted otherwise. Refer to A14461, LPINEdrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build! n Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the �,,,,*c,,,,,,,,,, truss in conformance with ANSI/) PI 1, or for handling, shipping,, installation, and bracing of trusses. A seal on this draw!' or cover pa a 6750 Forum Drive listing this drawingp indicates acceptance of professional enpsneering responsibility solely for the design shown. The suitabil!t-y and use oar t�t!s Suite 305 drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: aloineitw.com: TPI: to!nst.orJ: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.orc Orlando FL, 32821 SEQN: 397747 / SPEC Ply: 2 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T64 FROM: MW Qty: 1 Aburton Homes, PATTERSON, D UG RESIDENCE DrwNo: 040.22.1337.43988 Truss Label: C9-2PLY SSB / WHK 02/09/2022 2 Complete Trusses Required 2.26 12 "�4X%1) 3.43 12102 4(") 014X5 1112X4 012X4 E5X12 O �2F C 012X4 Ae R S T N � a2 101 I Li CP O N 104X8 —4X4 =sx8 237'13 - 15'5"13 165,13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf ir!i PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.05 ft NCBCLL: 0.00 TCDL: 4.2 psf Building Cade: g Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; T3 2x6 SP SS Dense; Bot chord: 2x6 SP SS Dense; B2 2x4 SP #2; Webs: 2x4 SP #3; Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements., Loading �T Ili Attic room loading from 5-2-5 to 15-2-5: Live Load: 45 PSF. Dead Load: 5 PSF Ceiling: 5 PSF, Kneewalls: 5 •• PSF a •� Purlins _— • Collar -tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. s, 5'11"15 12 Q 4 T3 103X5 G A T e3X4rl) II J �12' M L K =3X4 012. E4x6 17'10"5 1 237"13 e '10'5 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L14 Gravity Non -Gravity VERT(LL): 0.421 G 668 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.666 G 422 240 p 1565 P P /435 /438 /241 HORZ(LL): -0.119 G - - 1 1468 /- P /577 /411 P HORZ(TL): 0.190 G - Wind reactions based on MWFRS Creep Factor: 2.0 P Brg Wid = 7.7 Min Req = 1.5 Max TC CSI: 0.489 1 Brg Wid = 8.0 Min Req = 1.5 Max BC CSI: 0.660 Bearings P & I are a rigid surface. Max Web CSI: 0.498 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 C - D 761 -458 F - G 539 -1041 D - E 779 -474 G - H 553 -1242 E - F 714 -440 H - 1 855 -1671 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P - O 465 - 62 M - L 1560 - 731 O - N 465 - 62 L - K 1560 - 731 N - M 1034 - 341 K - 1 1566 - 741 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 519 -1035 S - T 1059 -1754 C - R 971 -1672 T - F 1037 -1753 muufr��� C - N 1308 -656 G - M 552 -76 H R - S 1044 -1740 M - H 515 - 687 • I1Qfi���� N - S 483 -499 I Z a. • Wind 4A*�•• /C Wind loads based on MWFRS with additional C&C � �� l , .•�� �* member design. �C` �'•••..,,..•••• Left end vertical not exposed to wind pressure. COAS_IQ I►1 A Wind loading based on both gable and hip roof types. �ir �Y/1tri� 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fsafety practices nor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properly id ceilingq Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, e. ADDTv plates to each face of truss and position as shown above and on the JOInfDetalls, unless noted otherwise. Defer to a division of any deviation from this drawing, any failure to build the of trusses. A seal on this drawinq or cover page ar the design shown. The suitabilit-y and use of this ALPINE NE mmwcowv 6750 Forum Drive Suite 305 Orlando FL, 32821 sites: SEQN: 393036 / SPEC Ply: 1 Job Number: 32334 1 Cust: R6666 JRef:1XcX66660013 T18 / FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.43347 Truss Label: C9F SSB / WHK 02/09/2022 I f• 4'5"8 + 8'1"6 11'3"15 14'6"8 1 16.40"8 21'4" 3'7"14 3'2"9 3.2"9 2'4, 458 =4X5 F T 12 DXg _5E I —5 —4XH 4 p G N T d. �4X16 �4X16 fO 1 C B A B2 J N L K � 25'4"12 -l- -�- 1112X4 =3X4 =7XC8 83 1112XX4 1 VU T W =3X4(81) =3X4 =3X4(81) 21'4" --1'6„__ r 1'9"8� 3'7"14 + �i- 3'2"9 + 32"9 2.1 � � 5 !' 1'4"1 41.8 8-1"6 1 1'3"15 14'6"8 16'10"8 18'11" 22V4"I 2'8" 19'1 "1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA C I: NA VERT(LL): -0.290 E 870 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.513 E 492 240 B 882 /_ /_ /445 f704 /114 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 J - - W 882 /- !- /440 /708 /- Des Ld: 37.00 D Kzt: NA HORZ(fL): 0.230 J - Wind reactions based on MWFRS NCBCLL: 00 M Mean Height: 26.91 ft ea BuildingCode: Creep Factor: 2.0 p B Brg Wid = 8.0 Min Req = 1.5 Soffit: 0.00 0. TCDL: 4.2 psf FBC 7th Ed. 2020 Res Max TC CSI: 0.293 = W Br Wid = 8.0 Min Re 1.5 g Load Duration: 1.25 BCDL: 3.0 sf P MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.640 r Bearings B & J are a rigid surface. Bearings B & li require seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Fac: Yes p Max Web CSI: 0.807 a Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 1711 -1057 F - G 3278 -2119 Lumber C - D 4383 - 2818 G - H 4943 - 3165 Top chord: 2x4 SP M-31; D - E 5465 -3480 H - I 4293 -2798 Bot chord: 2x4 SP #2; B2,B3 2x4 SP M-31; E - F 3279 -2120 I - J 1687 -1063 Webs: 2x4 SP #3; Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 3X5 except as noted. Chords Tens.Comp. Chords Tens. Comp. B - V 873 -1325 Q - P 3260 -4905 Wind C - U 2522 -3782 P - O 2711 -4029 Wind loads based on MWFRS with additional C&C U - S 2679 -4006 O - M 2658 -3963 member design. S - R 2728 -4061 M - 1 2499 -3734 Wind loading based on both gable and hip roof types. R - Q 3560 -5398 L - J 880 -1354 Maximum Web Forces Per Ply (Ibs) glUulntttufft��r���� Webs Tens.Comp. Webs Tens. Comp. �jQ '�i�4 C - V 1463 - 952 Q - G 2153 -1326 y�?``y��``e..•..• �� �C, V - U 633 - 911 G - P D - S 352 - 393 P - H 685 - 353 545 - 954 ��. 'z, D - R 823 -1381 O - H 378 - 470 `` ��• R - E 623 - 300 M - L 637 - 932 ;° .• 0 i T Og , E - Q 2713 -1641 L - I 1496 - 960 " � '►t - Q 1072 -1595 _ �F �s' A'%• .7 W-&O ONA CO �E� i 02/09/2022 **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 Componenf Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide tempora bracing BCSI. Unless top have bottom have per noted otherwise, chord shall proper!% attached structural sheathing and chord shall a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applical5 e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW BuildinqcL-Components Group Inc. shall not be resRonsible for any deviation from this drawing, any, failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, • installation and bracingq of trusses. A seal on this drawing or cover page listing this drawingq indicates the design shown. The suitability and use of Phis MMOD*cnur 6750 Forum Drive acceptance of professional en ineering responsibilityy solely -for drawing for any sfructure is the responsibility of the Building -Designer per ANSIXI 1 Sec.2. Suite 305 P. — infnr fin, coo thorn umh lit— Alnine• nlninnifiu enm• TPI- tninet nmj CR(.A• ch... n --me cnm• I(`C• icecafa nrn• 4Wt,• awe nrn Orlando FL, 32821 SEON: 393809 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T14 % FROM: MW City: 11 A"' bu ton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44879 Truss Label: CJ1 SSB / WHK 02109/2022 12 4 C B I T o 6"1 r- A D =3X i(B1) 1 r 1'61r 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc L/deft L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 B Des EXP: D Kzt: NA HORZ TL : 0.001 B ( ) Building Code: .00 NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Soffit: 0.00 psf TCDL: 4.BCDL: 3.2 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.705 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.282 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord H. y 0.708 '! ,ot. S T O •; X11"r,1 cOA i;LYON 02/09/2022 10'6"9 10' ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 219 P A 1257 /234 /53 D 12 /-7 P /23 /18 P C - /-52 P /92 /88 /- Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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'r sa shipping, practices nor to performing these functions. Installers shall provide tempora 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, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. F�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the mnN coM,.r,,, truss in conformance with ANSI/l PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drve listing this drawing indicates acceptance of professional an sneering responsibility solely -for the design shown. The suitabili y and use of Phis Suite For drawing for any structure is the responsibility of the BuildingUesigner per ANSI/ITPI 1 Sec.2.305 Pn mnro coe fhnee —h cite Alninn- nlnincihu rnm• TPP fninct nrni RRRA• ehrarm—nantc enm• 1('.C• irncafo nrn• AWr.- awe nrn Orlando FL, 32821 SEQN: 393530 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:lXcX66660013 T80 % FROM: MW Qty: 2 Aburton Homes ,PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.43316 Truss Label: CJ1A SSB / WHK 02/09/2022 12 4 p- �3X4 C B 12'6"9 A ' o <V 10' F D E 1113X5 III 1.5X4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA C : NA VERT(LL): -0.001 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): -0.002 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 B - - Des Ld: 37.00 EXP: D Kzt: NA HORZ L 0.007 B R )• - - Buildin Code: 9 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Cree Factor: 2.0 p Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res! Max TC CSI: 0.784 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.939 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.303 Loc. from endwail: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord.�utftHltq!!!tr !� rr01 Ali ••� .y j • i S T O • COAOJVAti ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 203 A /- /159 /106 /54 D 16 P /- /85 /117 P C - /-48 P /92 /88 P Wind reactions based on MWFRS F Brg Wid = 7.0 Min Req = 1.5 D Brg Wid =1.5 C Brg Wid = 1.5 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-E 732 -115 02/09/2022 **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'r safety practices norto performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have propery 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, 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. Refer to job's General Notes page for additional information. 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/l PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enpsneering responsibility solely -for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building�l]esigner per ANSI/TPI 1 Sec.2. ALPINE NE ANMCD oaa 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 393315 / JACK Ply: 1 Job Number: 32334 I Cust: R 6666 JRef: 1 XcX66660013 T85 / FROM: MW City: 2 Job Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43175 Truss Label: CAB SSB / WHK 02/09/2022 T A 12 4 C T 12'10"12 B d. CV N r— CO 12' D 2X4(A1) 211 r'4 116" ale f2r1 rr4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 B Des Ld: 37.00 D Kzt: NA HORZ(TL): 0.002 B Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Mea TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res Max TC CSI: 0.705 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.366 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.55 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SIP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. s H. I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 209 /- /- /242 1204 /90 D 34 /- P /33 /11 /- C 22 P A /58 /60 P Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# SWATO 461 COA �11ttIH►NM (2/09/2022 **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) r safety practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have propg% 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 of truss and position as shown above and on the Joint Details, unless noted otherwise. gefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. 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 ,N,, truss in conformance with ANSI/I PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en sneering responsibilitysolely-for the design shown. The suitability and use of this Suite For drawing for any structure is the responsibility of the BuildingUesigner per ANSI/TPI 1 Sec.2.305 For more information see these web sites: Alpine: aloineitw.com: TPI: toinst.ora:ISBCA: sbcacomoonents.com: ICC: iccsafe.ore: AWC: awc.ora Orlando FL, 32821 SEQN: 3937651 JACK Ply: 1 Job Number: 32334 1 Cust: R6666 JRef1XcX66660013 T97 / FROM: MW Qty: 14 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.45050 Truss Label: CAE SSB / WHK 02/09/2022 T 6"l 0 12 4 3X4(B1) C IN 10'6"9 0 r- = r 10' 1 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf iP PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# TCDL: 7.00 Speed: 160 mph Pf: NA C :NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.001 B Des Ld: 37.00 Mea D Kzt: NA HORZ(TL): 0.001 B Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 42 psf g p Building Code: Cree Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.705 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.282 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. �pturrrrnrpraHrrr A H. s 0.7108 1 S T © • COA ANAL 102/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 219 A A /257 /234 /53 D 12 A7 A /23 /18 /- C - A52 /- /92 /88 /- Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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 shl ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r sa ety practices pnor to performing these functions. Installers shall provide tempora bracing er BCSI. Unless noted oytherwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a properryly attaches id ceilin 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 Joinf9Details, unless no otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,�, Comp,,,,,. truss in conformance with ANSI[I PI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en sneering responsibility solely -for the design shown. The suitability and use of this Suite For drawing for any structure is the responsibility of the Buildingl esigner per ANSI/ITPI 1 Sec.2.305 Fnr — Wn—finn — fh—P -ph cifos• Alnin- nlninoitw rnm• TPI- fninnf nrn! CRCA• shr mmnnnonfc rnm, IrC• ir—fa nrn• AW('.• mAln nrn Orlando FL, 32821 SEQN: 3930831 JACK Ply: 1 Job Number: 32334 FROM: MW City: 2 Aburton Homes ,PATTERSON, Truss Label: CJ1F 12 4 B �L = 3� RESIDENCE C (B1) D 1r —� Cust: R6666 JRef:1XcX66660013 T21 % DrwN o: 040.22.1337.44378 SSB / WHK 02/09/2022 2611 "5 ED r 264" 12 2511112 11 06 117118 1 r 117118 I 27r8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf i I n PSF) Defl/CSl Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.012 B 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): -0.014 B 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 D - - Des Ld: 37.00 EXP: D Kzt: NA TL 0.007 D HORZ ( ) Building Code: NCBCLL: 10.00 Mean Height: 25.80 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res ! Max TC CSI: 0.482 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.047 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 02/09/2022 H* ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- !Rh /Rw /U /RL A 74 /- /- /26 /82 /74 D 21 P /- /11 P P C 75 P P /30 /114 P Wind reactions based on MWFRS A Brg Wid = 1.5 D Brg Wid = 1.5 C Brg Wid =1.5 Members not listed have forces less than 375# **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, hand ling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA) for sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a propefryly attached rigid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build ingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANfrwco*.AW truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional enpmeering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any structur is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alone: alo!neitw.com: TPI: toinst.ora: SBCA: sbcacomoonents.com: ICC: icosafe.ora: AWC: awc.ora Orlando FL, 32821 SEQN: 393438 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef.,1XcX66660013 T69 I FROM: MW Qty: 2 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42660 Truss Label: CJ2 SSB / WHK 02/09/2022 12 4 B T 6"l A 3X4(B1) 2' �- VT 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SIP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 02/09/2022 C C I/CSI Criteria Deflection in loc L/defl L/# RT(LL): NA 2T(CL): NA RZ(LL): 0.001 B RZ(TL): 0.002 B ep Factor: 2.0 c TC CSI: 0.705 c BC CSI: 0.327 ( Web CSI: 0.000 Ver: 20.02.00A.1020.21 12'10"9 LO 12' ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 207 !- /- /218 /181 /7C D 33 /- !- /18 /7 /- C 17 /- /- /33 /35 /- Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid =1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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'r safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicaboe. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. F�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildin )QComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,wnwm* truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional en meering responsibility solely -for the design shown. The suitability and use of Phis Suite 305 drawing for any structure is the responsibility of the Building �esigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.ora:ISBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Orlando FL, 32821 SEQN: 393527! JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:lXcX66660013 T81 % FROM: MW Qty: 2 'Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42754 Truss Label: CJ2A SSB / WHK 02/09/2022 4 12 i� C � 413'2"9 3X4 B A co So ih m CV 10, F E D \\\ 1.5X3 1113X5 �— 1'7° It, 1'9"2 �14 2'11" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: Pf: NA Ce: NA NA PP Deflection in loc L/defl L/# VERT(LL): -0.028 E 999 360 Lu: NA Cs: NA VERT(CL): -0.032 E 999 240 Snow Duration: NA HORZ(LL): -0.059 C - - HORZ(fL): 0.063 C - Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res Max TC CSI: 0.454 TPI Std: 2014 Max BC CSI: 0.742 Rep Fac: Yes Max Web CSI: 0.350 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 20.02.00A.1020.21 WA%ic �. N o. 708 1 ,ot SAT 0 COA,coNA1.;,�N,� 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 223 /- P /128 /160 /223 D 56 P /- /118 /110 P C 57 /- /- /27 f75 P Wind reactions based on MWFRS F Brg Wid = 7.0 Min Req = 1.5 D Brg Wid =1.5 C Brg Wid = 1.5 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F - E 123 -403 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 836 - 248 **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, bV TPI an SBCA) for sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properlr attached structural sheathing and bottom chord shall have a properryly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless no otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page, for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any,fa!lure to build the µe,,,CO,,, AW truss in conformance with ANSIrI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional enppineenng responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building -Designer per ANSINI 1 Sec.2. Pn — infnr tinn — thaca —h cifa AWno• aWn ih, en TPI• tninct nrn•IRRCA• chn rmmnnnantc nnm• I(:R• irr_cafa nrn• AWr..• avdn nrn Orlando FL, 32821 SEQN: 393398 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:lXcX66660013 T94 % FROM: MW city: 2 A"' bu ton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44770 Truss Label: CJ2D SSB / WHK 02/09/2022 u CD A r I'm 12 4 F_� 3X4 B , F 1`5; 1113X6 1'3„3 I 1'3"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf i PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Cc: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 2T' 13 3'5" Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): -0.009 E 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.016 E 999 240 F 238 !- P 1219 /155 /103 HORZ(LL): -0.006 C - - D 66 P /- /42 /14 /- HORZ(TL): 0.011 B C 73 /- /- /39 /90 P Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.469 F Brg Wid = 7.0 Min Req = 1.5 Max BC CSI: 0.774 D Brg Wid = 1.5 Max Web CSI: 0.163 C Brg Wid = 1.5 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 3754 VIEW Ver: 20.02.00A.1020.21 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - F 391 -207 �f p o. 08 i IQ f a7 11 V COA �Q/OIYAL .�VV•� �✓R11ip1ifN�� 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) y sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Appfy plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page:for additional information. a division of drawing for any structure is the responsibil For more information see these web sites: deviation from this drawing, any, failure to build the of trusses. A seal on this drawmq or cover page �r the design shown. The suitability and use of this ALPINE NE "v CO mun 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 3937741 JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef.'1XcX66660013 T7 % FROM: MW Qty: 4 Abudon Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44207 Truss Label: CJ3 SSB / WHK 02/09/2022 12 C 4 26'7"5 r I � � I � A V 5'4"12 D 3X4(B1) 3- 1,6n 3- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA C %T: NA PP Deflection in loc L/defl L/ TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 B Des Ld: 37.00 EXP: D Kzt: NA HORZ L 0.002 B (T ) Building Code: NCBCLL: 10.00 Mean Height: 26.13 ft Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.584 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.284 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCp!: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAXIM Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Special Loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.59 to 55 plf at 3.00 BC: From 20 pif at 0.00 to. 20 pif at 3.00 TC: 38 lb Conc. Load at -1.33 Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes �,MN���wY+tist1mHHlisp, , Provide (2) 0.131 "x3.0", min. toe -nails at top chord. y �T':F,■u•*, Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. zA .,o•,%EM . 71086t1 ♦ Maximum Reactions (Ibs) # Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 287 /- /- /179 /352 /130 D 52 P /- /28 /2 P C 41 P P /24 /98 P Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 440 wtc_ �}4 COA Q 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, bV TPI an SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary ale Unless noted otherwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly Sri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ica le Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the conformance with ANSI PI PI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover page ,iis drawing indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this I for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. ALPINE NE MN CD r 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393524 / JACK Ply: 1 Job Number: 32334 Cust: R 6666 JRef:1XcX66660013 T82 % FROM: MW Qty: 2 Abu,ton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44160 Truss Label: CJ3A SSB / WHK 02/09/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Soacina: 24.0 " A C io N 17' Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. C 12 13'10"9 4 p ov i 3X4 B I iv 10, F E D \\\ 1.5X4 11"14 3'9"2 11"14� I 4-11" `I Snow Criteria (Pg,Pf Pg: NA Ct: NA C�I in PSF) T: NA Defl/CSI Criteria PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): -0.073 E 805 360 Lu: NA Cs: NA VERT(CL): -0.085 E 694 240 Snow Duration: NA HORZ(LL): -0.147 C - - HORZ(TL): 0.158 C - Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.756 TPI Std: 2014 Max BC CSI: 0.537 Rep Fac: Yes Max Web CSI: 0.378 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 20.02.00A.1020.21 WAVP dpr nth yy %� yI? 0.7108 1 's COAL' e 20NAL gmwn"iW����`, 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL F 288 /- /- /197 /152 /266 D 96 /- /- /105 116 /- C 117 /- /- 176 1145 P Wind reactions based on MWFRS F Brg Wid = 7.0 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid =1.5 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F - E 133 -438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-E 910 -266 **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) r sa shipping, practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properly attached rigid ce!lin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Applgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW 8uildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI PI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawin indicates acceptance of professional en meering responsibility solely -for the design shown. The suitability and use of this drawing for any siIucture is the responsibility of the Building�esigner per ANSIrrPI 1 Sec.2. ALPINE NE M"CO mun 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 3933301 JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:lXcX66660013 T38 % FROM: MW City: 4 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42691 Truss Label: CJ3C SSB / WHK 02/09/2022 T A 1'4"15 2'4" 3' I 1141115 T 11111 8" 12 4 1113X5 �3X8 C B l_1 N HG F E 4X4 2'8" 4" 1-6" —1 -T i- -1 3-1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf i� PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.003 F 999 360 Loc R+ / R- / Rh / Rw / U / RL B 230 P P /225 /173 /92 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.006 F 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 C - - E 50 P P /34 /22 P Des Ld: 37.00 EXP: D Kzt: NA HORZ TL 0.001 C - - ( ) D 50 P P /34 /52 P Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.705 B Brg Wid = 8.0 Min Req = 1.5 Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.271 E Brg Wid = 1.5 D Brg Wid = 1.5 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.041 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 XAfnvG Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; Plating Notes All plates are 3X4(B1) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 02/09/2022 **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'r safety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached r! id ceiling Locations shown for permanent lateral restraint otYwebs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the A m co w, truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawinq or cover pa a 6750 Forum Drive listing this drawin indicates acceptance of professional en sneering responsibilityV solely -for the design shown. The suitability and use of this Suite 305 drawing for any sfructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alo!neitw.com: TPI: toinst.ora:1SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821 SEQN: 393093 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:lXcX66660013 T114 FROM: MW Qty: 7 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44394 Truss Label: CJ3E SSB / WHK 02/09/2022 T i Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; 12 d l� 3X4(B1) 1'6" Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: D Kzt: NA Mean Height: 26.13 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Special Loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 55 plf at -1.59 to 55 plf at 3.00 BC: From 20 plf at 0.00 to 20 plf at 3.00 TC: 38 lb Conc. Load at -1.33 Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 3' 1 3' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/10(0) Plate Type(s): C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.002 B - HORZ(TL): 0.002 B - Creep Factor: 2.0 Max TC CSI: 0.584 Max BC CSI: 0.284 Max Web CSI: 0.000 Ver: 20.02.00A.1020.21 COA 48%QW 1Y HL -ON`- N1ftMi► i 02/09/2022 26'7"5 c0 T 25'4" 12 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 287 /- /- /179 /352 /130 D 52 P /- /28 /2 /- C 41 /- /- /24 /98 /- Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bV TPI and SBCA) fr sa ety practices nor to performing these functions. Installers shall provide tempos BCSI. Unless noted o herwise, top chord shall have properr% attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, e. Appfy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 6OA-Z fors andard plate positions. Refer to job's General Notes page for additional information. a division of deviation from this drawing, any failure to build the of trusses. A seal on this drawing or cover page or the design shown. The suitabilif-y and use of this 2. rcacomoonents.com: [CC: !ccsafe.ora: AWC: awc.i ALPINE NE any M"CDAW� 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 3931011 JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef.,1XcX66660013 T20 I FROM: MW Oty: 1 Abu ton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.45144 Truss Label: CJ3F I SSB / WHK 02/09/2022 117I i 3' r 117 T 2'0"9 l 12 D 4 C B � ' A 9 '� F E =3X4(B1) X5(++) �t] 26'7"5 i� 25'4"12 11"7 13' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf n PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.050 B 261 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.043 B 306 240 G 432 /- P /292 /529 /130 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.026 D - - E 16 /-59 P 1107 /46 /- EXP: D Kzt: NA HORZ TL 0.028 D D - /-25 /- /48 /62 /- Des Ld: 37.00 Mean Height: 26.13 ft ( ) NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.702 G Brg Wid = 9.3 Min Req = 1.5 Soffit: 0.00 BCDL: 3.0 psf E Brg Wid = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.674 Re Fac: Varies b Ld Case Max Web CSI: 0.251 D Brg Wid = 1.5 rigid Spacing: 24.0 " C&C Dist a: 3.00 ft p y Bearing G is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Bearing G requires a seat plate. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# .00A.1020.21 Wind Duration: 1.60 WAVE VIEW Ver: 20.02Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Top chord: 2x4 SP #2; B - F 388 -53 Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Maximum Web Forces Per Ply (Ibs) Special Loads Webs Tens.Comp. -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) C - F 608 -206 TC: From 55 plf at -1.59 to 55 pif at 3.00 BC: From 20 plf at 0.00 to 20 plf at 3.00 TC: 38 lb Conc. Load at -1.33 Plating Notes (++) - This plate works for both joints covered. Wind Wind loads based on MWFRS with additional C&C ptisum�>r4ir�11j� member design. Y It. Wind loading based on both gable and hip roof types. ��•••••.••� 7y���i,''� Additional Notes �Aw�Y.i���'jE Provide (2) 0.131"x3.0", min. toe -nails at top chord. .• •= I% Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. _ �' 0. • C • s ,ot SAT O 056 COA NAL rI,00pq 02/09/,' **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, bV TPI an SBCA) r sa shipping, practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have roper 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 Join Details, unless noted otherwise. F3efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. 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 C, AW truss in conformance with ANSI/I PI 1, or for handling, shipping,, installation and bracinp of trusses. A seal on this drawing or cover pagqe 6750 Forum Drive listing this drawingq indicates acceptance of professional angctmeering responsibilityV solelyfor the design shown. The suitability and use of fhls Suite 305 drawing for any sfr'ucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: aloineitw.com: TPI: toinst.ora:I SBCA: sbcacomoonents.com: ICC: iccsafe.oro: AWC: awc.ora Orlando FL, 32821 SEQN: 3933921 JACK Ply: 1 Job Number: 32334 i Cust: R6666 JRef1XcX66660013 T96 FROM: MW Qty. 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44614 Truss Label: EJ2C SSB / WHK 02/09/2022 12 4 C B 10'7" 5 M T i CD A N 10' D Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 3M(B1) A 'hlb MV Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA Cff: NA PP Deflection in loc L/defl LA Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.001 B HORZ(TL): 0.001 B Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.705 TPI Std., 2014 Max BC CSI: 0.302 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 20.02.00A.1020.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 209 /- /- /240 /215 /56 D 16 0 P /21 /15 P C - /-33 P /73 /71 P Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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'r sa shipping, practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as a 1 1 caboe. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinIgComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the a ,,, mw,Y truss in conformance with ANSI/TPI 1, or for handling, shipping,• installation and bracingq of trusses. A seal on this drawinq or cover page 6750 Forum Drive listing this drawingp indicates acceptance of professional en Ineenng responsibilityy solelyTor the design shown. The suitabilit-y and use of this drawing for any structure is the responsibility of the BuildingUeslgner per ANSI/TPI 1 Sec.2. Suite 305 r-nr mnra infnrmnfinn caa thaca 1-11 cifac• Alnina• aIninaifu enm• TPI• tninct nrn. RRCA• ehnacmm�nnantc enm• IRC• icr_cafo nrn• AV1/C• a�eic nm Orlando FL, 32821 SEQN: 393435! JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef.1XcX66660013 T78 I FROM: MW Qty: 2 Abu,ton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42581 Truss Label: EJ3 SSB / WHK 02/09/2022 T A 12 4 FQ 3X4(B1) C T 13'0"6 d- 00 ti r 12' D 2'5"7 1'6"1 aTe a� 1 2'5"7 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA Cff: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 B Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.002 B BuildingCode: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 p Soffit: 0.00 BCDL: 3.psf FBC 7th Ed. 2020 Re,. Max TC CSI: 0.710 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.296 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. H. o. 708 1 ,at S T O .: 9 k 44�t �.0� ,. COA>ONAL� .►rmtaw 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 216 A /- /220 /176 /80 D 42 A /- /22 /4 A C 36 A /- /22 /49 A Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing, and bracing. Referto and follow the latest edition of BCSI (Building t Safety Information, b TPI and SBCA) fr sa ety practices nor to performing these functions. Installers shall provide temporary - BCSI. Unless noted o�herwise, top chord shall have Pr roper attached structural sheathing and bottom chord shall have a properly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, e. Anit plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to a division of drawing for any struc For more information deviation from this drawing, any failure to build the of trusses. A seal on this drawing or cover page ar the design shown. The suitabilit"y and use of Phis A IPL NE ANvwCOMP 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393321 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T45 % FROM: MW Qty: 2 Job Homes, PATTERSON, DOUG RESIDENCE DrwNc: 040.22.1337.43348 Truss Label: EJ313 j SSB ! WHK 02/09/2022 12 4 C � _T 13' 1 "2 o 2000 A 12r D Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacinq: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; 1'6" Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.55 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 2X4(A1) Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.002 B HORZ(TL): 0.002 B Creep Factor: 2.0 ilding Code: C 7th Ed. 2020 Res. Max TC CSI: 0.705 1 Std: 2014 Max BC CSI: 0.318 p Fac: Yes Max Web CSI: 0.000 /RT:20(0)/10(0) ite Type(s): VIEW Ver: 20.02.00A.1020.21 we o- 708 1 .o: a :� •`/ WJ C 0 A NkkOIYA Vtd� sm"; 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 222 /- P /252 /205 /108 D 45 P P /37 /8 /- C 45 P P /57 /90 /- Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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'r sa ety practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have propery 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 of truss and position as shown above and on the Joint Details, unless noted otherwise. F�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the u, wcow, truss in conformance with ANSI/l PI 1, or for handling, shipping,, installation, avid bracing of trusses. A seal on this drawinq or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en ineenng responsibilityy solely -for the design shown. The suitabilit-y and use of this Suite For drawing for any structure is the responsibility of the Building -Designer per ANSIXI 1 Sec.2.305 For more information see these weh sites: Aldine alnine!tw.com: TPI• tninst.nrn-ISBCA: shrammnnnPnts_cnm ICC: icrsafe ora: AWC: nwc_nrn Orlando FL, 32821 SEQN: 393145 / MONO Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T17 I FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44409 Truss Label: EJ3F SSB / WHK 02/09/2022 12 4 B (-)_26'4" 15 A I � T 25'4" 12 C 3X4(B 1) 2'5"8 2'5"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf n PSF) TCLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 26.31 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 iAiAvr- Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.001 A HORZ(TL): 0.001 A Creep Factor: 2.0 Max TC CSI: 0.305 Max BC CSI: 0.288 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.21 y�ff, ..•'AGE 9 . o. 08 1 Rio �,.•�E , •.�� �w� coa. f1 -ONAL ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 98 /- P /50 /47 /5C C 44 P P /23 P P B 60 P /- /22 /66 P Wind reactions based on MWFRS A Brg Wid = 8.0 Min Req = 1.5 C Brg Wid =1.5 B Brg Wid = 1.5 Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# **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 c7 SBCA) for safety practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properyy 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 Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the *, nWCO,a,A,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional enqsneering responsibilit solely -for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building'Designer per ANSIXI 1 Sec.2. Fnr mnm infnrmotinn coo theca uiah citac• Alnina• alninait- enm• TPh tninct nrn• CR(:A• chcacmmnnnantc nnm• IRC• inc nfa nrn• AXAM., awn nrn Orlando FL, 32821 SEQN: 393395 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T25 % FROM: MW Qty: 2 Abunon Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.41535 Truss Label: EJ4D SSB / WHK 02/09/2022 tm BE Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; 11) C 4'3" 1��' 4'3" Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Speed: 160 mph Pf: NA Cel: NA VERT(LL): -0.000 B 999 360 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.000 B 999 240 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 B - - EXP: D Kzt: NA HORZ(TL): 0.001 B - Building Code: Mean Height: 15.00 ft Creep Factor: 2.0 BCDL: 4.2 psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.502 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.755 C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.206 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 12'3"3 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E 265 /- P 1267 /218 P D 85 /- P /42 /- P C 99 P /- /36 /79 /121 Wind reactions based on MWFRS E Brg Wid = 7.0 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid =1.5 Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 691 - 225 **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 nor to performing these functions. Installers shall provide temposnt bracing per BCSI. Unless noted otherwise, top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page'for additional information. 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 bracinq of trusses. A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional enSeering responsibilityy solelygor the design shown. The suitabili gy and use of this drawing for any sgr'ucture is the responsibility of the Building Designer per ANSI/rP1 1 Sec.2. A IPL NE *""wcoWm 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393771 / EJAC Ply: 1 Job Number: 32334 I Cusl: R6666 JRef:1XcX66660013 T13 / FROM: MW Qty: 6 Job Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42003 Truss Label: EJ5 SSB / WHK 02/09/2022 A 12 4 F_� V 3M(B1) C U 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf jn PSF) Deft/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 B Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.007 B Building Code: NCBCLL: 10.00 Mean Height: 26.47 it TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Re . Max TC CSI: 0.892 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.849 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): IVIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord Io% -�11 H• _ 0.7108 1 y • S T O COAQ�i' 02/09/2022 T —7 27'3"5 CV r- CV FX) N 25'4" 12 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 293 /- /- /205 /296 /193 D 90 /- P /48 /1 P C 115 P P /42 /193 P Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid =1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, b TPI. an SBCA) for sa shipping, practices nor to performing these functions. Installers shall provide temporary per BCSI. Unless noted o�herwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSIrrPI 1, or for handling, shipping,installation and bracing of trusses. A seal on this drawinq or cover page ,is drawing indicates acceptance of professional engineering responsibilittyy solely -for the design shown. The suitability and use of Phis 1 for any structure is the responsibility of the Building esigner per ANSI/fPI 1 Sec.2. ALPINE NE M MCOMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393327 / EJAC Ply: 1 Job Number: 32334 Cust: R 6666 JRef:1XcX66660013 T40 l FROM: MW Qty: 7 IAburton Homes ,PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.44159 Truss Label: EJ5C SSB / WHK 02/09/2022 i D 12 11,10"9 4 I 3X8 III3X5 C <V r- N B 10'8" _F B2 E — 6"11A 00 10, HG F 4X4 1'4"1 5 I 1'3"1i i 2'4" T 1'4"15 T 2,8T 5' i „ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,P91in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA OAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 P ( )VERT LL: Speed: 160 mph - Pf: NA de: NA -0.033 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.055 F 999 240 B 293 /- /- /263 /189 /135 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 G - - E 87 /- /- /50 /19 /- EXP: D Kzt: NA HORZ TL 0.012 G D 104 1- /- /69 /110 /- Des Ld: 37.00 Mean Height: 15.00 ft ( ) g Wind reactions based on MWFRS NCBCLL: 10.00 Building Code: Creep Factor: 2.0 TCDL: 4.2 psf B Brg Wid = 8.0 Min Req = 1.5 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TO CSI: 0.465 E Brg Wid = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.355 1.5 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.135 D Brg Wid = 9 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE I VIEW Ver: 20.02.00A.1020.21 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Top chord: 2x4 SP #2; B - H 140 - 390 Bot chord: 2x4 SP #3; 82 2x4 SP #2; Webs: 2x4 SP #3; Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. All plates are 3X4(B1) except as noted. C - H 453 -152 Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. �ttttttllltut�rr Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. t� ffi w t • 40 0 COA kMONAIL W""s 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORSINCLUDING 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'r safety practices nor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have properPy attached structural sheathing and bottom chord shall have a prope fiy attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Joins Details, unless noted otherwise. F;efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildinqq�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the mrr,,,couyN,,,. truss in conformance with ANSI/ 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawingq indicates acceptance of professional engqsneering responsibilityy solely -for the design shown. The suitability and use of this Suite 305 drawing for any sfr'ucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. Fnr mnra infnrmatinn sap. thaw wp.h Rites: Alpine: alnineitw_cnm: TPI, tninst_orn: SRCA: Rhracmmnnnents_cnm: ICC: icrsafe.nra: AWC: awc.orn Orlando FL, 32821 SEQN:393735! EJAC Ply: 1 Job Number: 32334 Cust:R6666 JRef.,1XcX66660013 T106 FROM: MW Qty: 12 ,Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42146 Truss Label: EJSE SSB / WHK 02/09/2022 6"1 1'6" 3M(B1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 26.47 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA � VERT(CL): NA Snow Duration: NA I HORZ(LL): -0.007 B HORZ(TL): 0.007 B Building Code: FBC 7th Ed. 2020 Res. I Creep Factor: 2.0 Max TC CSI: 0.892 TPI Std: 2014 Max BC CSI: 0.849 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 20.02.00A.1020.21 tnrnvF wtuutntutrriNn��f _may_ _.•c�,� -.�J. o. 708 1 yk. • • S T 0 .� COA�N,E ,o 02/09/2022 C W713115 (V CV to CV +25'4"12 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 293 P /- 1205 /296 /193 D 90 P P /48 /1 P C 115 /- /- /42 /193 P Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building - ,ient Safety. Information, b TPI an SBCA) F sa ety practices pnor to performing these functions. Installers shall provide tempora Ber BCSI. Unless noted o�herwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a properryly rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, cable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI PI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawing or cover pare us drawing indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of g is for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE NE mmaaonwaNr 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393521 I EJAC Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T79 % FROM: MW City: 4 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.41895 Truss Label: EJ7A SSB / WHK 02/09/2022 C 14'6"9 12 4 p I B=3X44 0 TA I m CN 71 I 10' F E D \02X4 1 111"14 I j 5'9"2 6-11„ 1 I 1,1"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.141 E 588 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): -0.165 E 502 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.278 C - - Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.302 C - Building 9 Cade: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.633 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.732 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.481 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP M-31; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. '02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL F 358 /- /- /257 /168 /309 D 133 /- A /111 /58 /- C 174 A A /119 /210 /- Wind reactions based on MWFRS F Brg Wid = 7.0 Min Req = 1.5 D Brg Wid =1.5 C Brg Wid = 1.5 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 1139 - 289 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating handling shipping; installing, and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, b TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted o)herwise, top chord shall have �roper!y attached structural sheathing and bottom chord shall have a properly d ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, !cab�e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSIrrPI 1, or for handling, shipping,installation and bracinq of trusses. A seal on this drawinqq or cover pa e nis drawing indicates acceptance of professional engpneering responsibility solely -for the design shown. The su!tabilit-y and use of this I for any s ructure is the responsibility of the Building esigner per ANSI/T 11 Sec.2. ALPINE mmvm 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393261 / FLAT FROM: MW Ply: 1 Qty. 1 Job Number: 32334 Aburton Homes ,PATTERSON, DOUG RESIDENCE Truss Label: FT1 Cust: R6666 JRef:1XcX66660013 T98 / Dnallo: 040.22.1337.42456 ! WHK 02/09/2022 2'5i'— 2 0SSB i i'— i 1'117 1'9"11 1"1 I—' 5 5" 3 4'2"15 i 8' 10' 12'16 14'1" _ i 16'0"10i _ 18'2"l 20'71 5 3 119,111"{ r 1'11"72' 2'1.6 '+" 1'11"10T 1'11"10 2'1"6 2'5" '1 1113X8 =4X5 3X5 =7X8 =3X4 =5X5 A B C D E F G H I J K =6X8 e L M T14'10"8 ,4'6"8 o T m El/\A �T T S R Q' P O N =5X5 =5X8 =5X8(**) =3X4 =4X8 =6X8 I 21'0"l 2' 4'1" 4'1" �3'9"1�3'9"1 2' 4'1" 4'1" 2'5"1�3'9"1 2'S" r 4'2"15L8814'1" 18'2"1i 18'2"1i 7'11 7'1�14'1" 5" 3 55' '21'0"1 5" 3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfln PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CPT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 18.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.109 G 999 360 Loc R+ / R- ! Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.172 G 999 240 A 1320 P P P P P BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.021 T - - M 1318 /- /- /- /- /- EXP: NA Kzt: NA Des Ld: 63.00 HORZ L : 0.034 T R) A Br Wid = 3.5 Min Re 2.3 9 q Mean Height: NA ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 M Brg Wid = 3.0 Min Req = 2.3 TCDL: NA psf Soffit: 2.00 FBC 7th Ed. 2020 Res. Max TC CSI: 0.677 Bearings A & M are a rigid surface. 9 g BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.715 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.802 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20(0)!10(0) I: NA GCpi: NA Plate Type(s): C - D 0 -1447 H - 1 0 -2018 Wind Duration: NA WAVE VIEW Ver: 20.02.00A.1020.21 D - E 0 -1447 I - J 0 -2018 E- F 0 -2185 J- K 0 -1157 Lumber F-G 0 -2209 K-L 0 -1168 Top chord: 2x6 SP #2; G - H 0 -2210 Bot chord: 2x4 SP #2; Webs: 2x4 SP 43; Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T - S 895 0 Q - P 2223 0 (**) 1 plate(s) require special positioning. Refer to S - R 1864 0 P - O 1638 0 scaled plate plot details for special positioning R - Q 2209 0 requirements. Additional Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. See detail STRBRIBR1014 for bracing and bridging recommendations. T- B 1406 0 R- F 0 -588 Truss must be installed as shown with top chord up. T - C 0 -1659 P - J 685 0 Muunnruurrn����rk C- 1060 0 J- O 0 -890 00 ����11Jja•{{ 4iy� rf S- E 0 -800 O- K 0 -447 E ` ` •w.•••� r1 �• •. 4 goo E-R 788 0 O-L 1684 0 % ' 0.7,08 1 �. * 4- it COA Q41YAAL��„�a•• 02/09/2022 **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'r sa shipping, practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicabge. Apply plates to each face of truss and position as shown above and on the Join Details, unless no otherwise. f�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the �,, Comp,,,,,. truss in conformance with ANSI g Pl 1, or for handling, shipping,, installation and bracinq of trusses. A seal on this drawincl or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en Ineering responsibility solely -for the design shown. The suitability and use of g !s Suite 305 drawing for any structure is the responsibility of the BuildinggDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites: Alone: alDineitw.com: TPI: toinst.orc 1 SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821 SEON: 3976231 MONO Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T89 % FROM: MW city: 6 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.4534E Truss Label: FT10 SSB / WHK 02/09/2022 T i Loading Criteria (psf) Wind Criteria TCLL: 75.00 Wind Sid: NA TCDL: 18.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 98.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord: 2x6 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Additional Notes Truss must be installed as shown with top chord up 1 34'i 1 '1 63°3 IT 5 2'11'1 2'11°i 5° 1112X10 =3X4 013X6 14'10'8 ow Criteria (Pg,Pf in PSF) Defl/CSI Criteria NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# NA Ce: NA VERT(LL): 0.019 C 999 360 NA Cs: NA VERT(CL): 0.025 C 999 240 ow Duration: NA HORZ(LL): 0.004 F - - HORZ(TL): 0.005 F - Iding Code: Creep Factor: 2.0 C 7th Ed. 2020 Res. Max TC CSI: 0.396 1 Std: 2014 Max BC CSI: 0.330 p Fac: Yes Max Web CSI: 0.305 IRT:20(0)/10(0) to Type(s): VIEW Ver:20.02.00A.1020.21 ,11= 0. 708 9 9 w`•. ,r1• A coA `fA 77S QNA` aV.. 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 638/- E 663/- A Brg Wid = 3.0 Min Req = 1.5 E Brg Wid = 3.0 Min Req = 1.5 Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B- G 442 0 C- F 0 -486 G- C 0 -479 D- F 448 0 **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 sh'1�ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b Ian SBCA) fo'r sa ety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted d herwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a prop erryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above,and on the Joint Details, unless noted otherwise. FUer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. 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 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawnq or cover par listing this drawing indicates acceptance of professional en Ineenng responsibility solely -tor the design shown. The suitability and use of s drawing for any sucture is the responslblllty of the BuildingUesigner per ANSI/TPI 1 Sec.2. ALPINE NE ANIiW AW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 3932581 FLAT Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T93 % FROM: MW Qty: 1 Ab"ton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.45378 Truss Label: FT2 SSB / WHK 02/09/2022 1'11"10 1'9"14 5' 4'2"8 8' 10' H i' 1�9"14� r1r'10 2' 1113X8 1114X5 =4X4 =4X5 A B C D E F G H t 0 ID T v U T S =5X5 =5X8 =4X4 =3X4 39"8 2 10' H Loading Criteria (psf) Wind Criteria Snow Criteria (Pg TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA TCDL: 18.00 Speed: NA mph Pf: NA BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA EXP: NA Kzt: NA Des Ld: 63.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Building Code: Soffit: 2.00 BCDL: NA psf FBC 7th Ed. 2020 F Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Loc. from endwall: NA FT/RT:20(0)/10(0) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE Lumber Top chord: 2x6 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up ,220"1 t 55. 12'4"6�14'7" 16'9"10 19'2"1�21'7"1� 12"1012'2"10'2'4"6�"1012'2"10'2'4"64 2,4"6 =3X4 =3X4 =5X5 I J K L =6X8 M N 6"8 T44:10"8 T s I �T cn R Q P O =4X5 =4X8 =6X8 47' 47" 2'S 147' 19'2"1 21'7"1 1 ��5" '22'0"1 in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) AT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity e: NA VERT(LL): 0.129 S 999 360 Loc R+ ! R- / Rh / Rw / U / RL VERT(CL): 0.202 S 999 240 A 1382 /- /- /- A /- HORZ(LL): -0.025 V - - N 1382 /- A/- HORZ(TL): 0.039 V - A Brg Wid = 3.0 Min Req = 2.4 Creep Factor: 2.0 N Brg Wid = 3.0 Min Req = 2.4 Max TC CSI: 0.628 Bearings A & N are a rigid surface. Max BC CSI: 0.812 Members not listed have forces less than 375# Max Web CSI: 0.848 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. C-D 0 -1531 H-I 0 -2408 VIEW Ver: 20.02.00A.1020.21 D- E 0 -1531 I- J 0 -2252 E- F 0- 2376 J- K 0- 2252 F- G 0 -2376 K- L 0 -1223 G- H 0 -2405 L- M 0 -1234 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V- U 932 0 S-R. 2473 0 U- T 1993 0 R- Q 2473 0 T- S 2405 0 Q- P 1807 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V-B 1451 0 T-G 0 -668 ptltftltlpglt/Hg���r,� 171 Q _ 7400 �• C - U 1142 00 P 0 9 +1�' ;� %�(' U - E 0 - 881 P - L 0 -460 `� :,.••'•"' ••.�'�� rat, E - T 900 0 P - M 1781 0 . 7408$'9 0 nAi!,90AIAL v&ulttn„�,t� 02/09/2022 **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, bVV TPI andSBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing BCSI. Unless top have bottom per noted otherwise, chord shall properly attached structural sheathing and chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSi sections B3, B7 or B10, as applical5 e. Applgy plates to each. face of truss and position as shown above�and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Buildi%omponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIII PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawinq or cover pagpe -for 6750 Forum Drive listing this drawingq indicates acceptance of professional en ineenng responsibility solely the design shown. The suitability and use of fhis drawing for any sfructur is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2. Suite 305 For more information see these web sites: Alnine: aloine!tw.com: TPI: toinst.ora: SBCA: sbcacomoonents.com: ]CC: iccsafe.oro: AWC: awc.ora Orlando FL, 32821 SEQN: 3976801 MONO Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T102 FROM: MW City: 6 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44909 Truss Label: FT3 SSB / WHK 02/09/2022 54' T I- 2' I- 135,'O "1 -138,'O "1 '71 37„ i 70, '22,i0"1 5'i3, 32♦-3 5 =6X8 1112X4 =3X4=4X5 1112X4 1112X4 =3X4 1112X4 =6X8 AB C D E F G H I JK sa T�14'10"8 T m v o M 1 Q P O N M L 1112X4 =-5X12 =3X4 =5X8 =5X12 1112X4 22'0"1 3'7" 6, 2' 6' 3'7" 4' + 10' r 1 -� 18'0"1 + 21'7"1 5' '22'�52 0"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 18.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.114 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.180 F 999 240 A 1382/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.030 Q - - K 1382 Des Ld: 63.00 EXP: NA Kzt: NA HORZ(TL): 0.047 Q A Brg Wid = 3.0 Min Req = 2.4 NCBCLL: 10.00 Mean Height: NA ft Building Code: Creep Factor: 2.0 K Brg Wid = 3.0 Min Req = 2.4 Soffit: 2.00 TCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.646 s Bearings A & K are a rigid surface. g g Load Duration: 1.00 BCDL: NA psf MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.665 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI; 0.952 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): B - C 0 -1535 F - G 0 -2500 Wind Duration: NA WAVE VIEW Ver: 20.02.00A.1020.21 C - D 0 -1535 G - H 0 -2485 Lumber D- E 0 -2485 H- 1 0 -1536 E- F 0- 2485 I- J 0 -1536 Top chord: 2x6 SP #2; Bot chord: 2x4 SIP #2; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Additional Notes P-O 2177 0 N-M 2176 0 Truss must be installed as shown with top chord up. O - N 2500 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B- P 1999 0 N- H 598 0 C-P 0 -600 H-M 0 -899 P-D 0 -901 I-M 0 -601 ;{{titflGglf�H�rr',i D- O 598 0 M- J 2000 0 i1' H. %0%81 fe, S T 0 4. •+' SONALE-1010 ,, ' 02/09/2022 **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, b TPI an SBCA) to'r sa shipping, practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted o�herwise, top chord shall have proper )V attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,U,wco �*,,,, truss in conformance with ANSI/) PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite For drawing for any s r'ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2.305 For more information see these web sites: Alpine: alDineitw.com: TPI: tpinst.oro: SBCA: sbcacomponents.com: ICC: iccsafe.ora: AWC: awc.ora Orlando FL, 32821 SEQN: 3976881 MONO Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T36 % FROM: MW Qty: 1 IAburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43754 Truss Label: FT5 SSB / WHK 02/09/2022 I 2'11" r 5" i 5'4"10 8'0"1 i 10'0"1 13'0"1 15'10'5 19'7"1 ,ZOiO"1 5I 2'5"10 T 27'6 r 2' 3' 2'10"4 ') 3'8"12 5' =4X5 =6X8 1112X4 =3X4 1112X4 1112X4 =3X4 1112X4 =6X8 A B C D E F G H 1 J K e a 1410"8 T T� N ih RI 1 20'0"l 2'6" 5'1"1 2' 5'10"4 3'8"12 2'11" 8'0"1 15'10"5 5" �5" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pflin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 18.00 Speed: NA mph Pf: NA de: NA VERT(LL): 0.090 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.141 G 999 240 A 1256 /- /- /- P P BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.020 J - - K 1256 /- A /- /- P Des Ld: 63.00 Kzt: NA HORZ(TL): 0.031 J A Brg Wid = 3.0 Min Req = 2.2 NCBCLL: 10.00 Mean H M Mean Height: NA ft Building g Code: Creep Factor: 2.0 K Br Wid = 3.0 Min Re 2.2 9 q Soffit: 2.00 TCDL: NA psf BCDL: NA psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.590 Bearings A & K are a rigid surface. g g Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 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: Yes Max Web CSI: 0.849 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20 0 /10 0 () ( ) 1: NA GCpi: NA. Plate Type(s): B - C 0 -1033 F - G 0 -2037 Wind Duration: NA WAVE VIEW Ver: 20.02.00A.1020.21 C - D 0 -1033 G - H 0 - 2031 Lumber D-E 0-2016 H-I 0 -1370 E-F 0 -2016 I-J 0 -1370 Top chord: 2x6 SP #2; Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Additional Notes P- O 1626 0 N- M 1890 0 Truss must be installed as shown with top chord up. O - N 2037 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-P 1614 0 N-H 433 -136 C- P 0- 504 H- M 0 - 730 P-D 0 -925 I-M 0 -574 D-O 631 0 M-J 1784 0 y�tat►�tn�ugr�n�,�.. O - F 0 -434 GOOF— .® o. T08 i s COA OVAL �aet>sa�w�� 02/09/2022 **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 an SBCA) r sa shipping, practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have propery% 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. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. FUer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Buildingp�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 bracingq of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional en c Lmeering responsibilityV solely -tor the design shown. The suitabilit-y and use of this ,�,,,,,,,�,A,,,. 6750 Forum Drive drawing for any structure is the responsibility of the Building -Designer per ANSVA 1 Sec.2. Suite 305 For more information see these web sites: Alpine: alDine!tw-com: TPI: tninst-ora; SBCA: shracomnonents-cnm: ICC: icasafe_orn AWC: awr. nm Orlando FL, 32821 SEQN: 411498 / MONO Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T84 I FROM: MW Qty: 2 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43550 Truss Label: FT6 SSB / WHK 02/09/2022 �g7 1'11"10 1'9"14 1'9" 1'7"4 1'6"3 5" 478 8'0"1 10'0"1 11'10"1 3 H f r 1 �� 2 11"7 M., 1'9"14� 1'11„10I' 2' 14 1'9" i 2,2„3 013X8 =5X5 =3X5 =7X8 =3X4 =8X12 =5X8 1115X7 AB C D E F G H I J K L MN 1 W1 T T,4',a"a T Y X W U B2 T Q v X :o =5X5 =4X12 -3X5 = X4 =3X8 =H0308 T T 1 S R B3 P O 6X8 21'1"7 L 3'9"8 3'9"8 2 1 37 12 1 34"4 � 1 f 4'2"8 8'0"1 10'0"1 13'7"13 17'0"1 19'2"4 5" �1'6"3 55"" 5' 2' 0'8"721'1"7 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,P� in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 18.00 Speed: NA mph Pf: NA Ge: NA VERT(LL): 0.274 U 913 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.430 U 581 240 A 1326 P P P P /- Category: NA BCDL: 5.00 Snow Duration: NA HORZ(LL): 0.070 O - - N 1326 /- /- /- /- /- Des Ld: 63.00 EXP: NA Kzt: NA HORZ(TL): 0.110 O - - A Brg Wid = 3.0 Min Req = 2.3 NCBCLL: 10.00 Mean Height: NA ft Building Code: Creep Factor: 2.0 N Br Wid = 3.0 Min Re - 2.3 9 q - TCDL: NA sf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.600 Soffit: 2.00 BCDL: NA psf Bearings A & N are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.717 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.792 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20(0)/10(0) I: NA GCpi: NA Plate Type(s): C - D 0 -2905 H - 1 0 -4220 Wind Duration: NA WAVE HS VIEW Ver: 20.02.00A.1020.21 D - E 0 -2905 I - J 0 -4220 Lumber E- F 0 -4407 J- K 0- 3188 F- G 0 -4457 K- L 0- 3127 Top chord: 2x6 SP #2; G - H 0 -4459 L - M 0 -688 Bot chord: 2x4 SP #1; B2 2x4 SP M-31; B3 2x4 SP #3; Webs: 2x4 SP #3; W16 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes Y- X 1772 0 V- U 4457 0 All plates are 2X4 except as noted. X - W 3733 0 U - T 4513 0 Additional Notes I W- V 3733 0 T- Q 3890 0 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Y- B 1366 0 H- T 0 - 456 Y- C 0- 2249 T- J 440 0 �tip1Nt►�t�mtu�lflfry���i� C- X 1450 0 J- Q 0 853 M �y� X- E 0 -1060 E - V 892 0 Q- L 2806 0 Q - P 959 0 yes n E • �.�l V - F 0 - 505 L - P 0 -1992 �ir`� �V � •�� - U - H 369 -462 P - M 1542 0 aYY. V • s O. %O8 1 _ �t S T l L • COA #i'•O VAntM� '_ (2/09/2022 **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 Component Safety Information, bV TPI SBCA) of BCSI (Building and for safety practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properPy attached structural sheathing and bottom chord shall have a properry 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 Join Details, unless no otherwise. F�efer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Buildingcs1 Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the in with ANSI 1, for handling, truss conformance or shipping,, installation and bracingq of trusses. A seal on this drawinqq or cover pa a listing this drawing indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building -Designer per ANSINI 1 Sec.2. 6750 Forum Drive Suite 305 For more information see these web sites: Alpine alnineitw.com: TPI: tninst_oro SBCA: shcacmmnnnents_cnm: ICG irr_safa_nrn• AWC• awn nrn Orlando FL, 32821 SEQN: 411502 / MONO Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T101 FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.41566 Truss Label: FT7 SSB ! WHK 02/09/2022 2'4"10 6'0"6 19'3"4 1'1"7 1'111104� F 1'7"3'{ 5 5" 47"8 8' 10, 117-0 13'10"3 16'6"3 17'8"1 20'8"7 5I F 1'9"14� 1,11"10+ 2' 1,2"3 2,6„ -I- 2,6" ;-= 1'1"144 1'5"3' T ZD Loading Criteria (psf) TCLL: 40.00 TCDL: 18.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 63.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacino: 24.0 " 1113X8 =5X5 =3X5 A B C D E F z =5X5 3'9"8 4'2"8 51. H Y X W =4X12 =1-10308 =3X5 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord: 2x6 SP SS Dense; T2 2x6 SP #2; Bot chord: 2x4 SP M-31; B3 2x4 SP #3; Webs: 2x4 SP #3; W17 2x4 SP #2; Plating Notes All plates are 2X4 except as noted. Additional Notes Truss must be installed as shown with top chord up. (5=8X14 =5X8 =8 K10 =6 8 1115X7 H L =-4X5 T2 J 7 N T T�1410"8 D =3X4 T ° =4X5 o p in X4 1 S R B3 P 1 O =6X8 3,9"8 2' 1'2" 5'4" 1.1"1 1'5"3„3J 11'2" 16'6"3 17V 1 ' 20'8"7 8' 10' F 11334 P5"J 19'3"4 '21'1"7 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.301 U 831 360 Loc R+ / R- / Rh / Rw / U / RL A 1326 /-!- Lu: NA Cs: NA VERT(CL): 0.473 U 529 240 Snow Duration: NA HORZ(LL): 0.081 O - - N 1326 /- /- A/- HORZ(TL): 0.128 O Creep Factor: 2.0 A Brg Wid = 3.0 Min Req = 2.0 N Brg Wid = 3.0 Min Req = 2.0 Building Code: j FBC 7th Ed. 2020 Res. Max TC CSI: 0.538 Bearings A & N are a rigid surface. TPI Std: 2014 Max BC CSI: 0.681 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.763 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) Plate Type(s): C- D 0 -2899 H- 1 0 -5234 VIEW Ve, 20.02.00A.1020.21 WAVE HS D - E 0 -2899 1 - J 0 -3583 E- F 0- 4411 J- K 0- 2775 F- G 0 -4463 K- L 0- 2671 G-H 0 -4657 L-M 0 -610 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Z-Y 1755 0 V-U 5219 0 Y- X 3720 0 U- T 5217 0 X- W 3720 0 T- Q 3620 0 W - V 4463 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Z-B 1354 0 V-H 0 -1173 `may M lttttnittt�yrrr„�, Z- C 0 -2228 I- T 0 -1785 H �,��S��rr C- Y 1466 0 J- Q 0 -1094 Y- E 0 -1051 Q- L 2705 0 r• T% E-W 917 0 Q-P 1027 0 i •'• �0� S • ••� %� W - F 0 -516 L - P 0 -2083 •�r {{ : G-V 918 0 P-M 1433 0 No. S T Q A . � C 0 A �10 N AL «mono 02/09/2022 **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, handlinq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an SBCA) toy sa shipping, practices nor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oytherwise, top chord shall have propery attached structural sheathing and bottom chord shall have a propefly attached n id ceM Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicabWe. Applgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build inhComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,U,,,Y,�p,,,. truss in conformance with ANSI/l PI 1, or for handling, shipping,, installation and bracing4 of trusses. A seal on this drawinq or cover pope 6750 Forum Drive listing this drawingq indicates acceptance of professional enpsneering responsibilityV solely for the design shown. The suitabilit-y and use of Phis Suite For drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.305 For more information see these weh sites: Alnine: alnineitw.com: TPI: tninst.ora: SBCA: ,hrnromnonPnts.rnm- [CC- irrsefe.ora: AWC: awn nra Orlando FL, 32821 SEQN: 397656 / MONO Ply: 1 Job Number: 32334 ' Cust: R6666 JRef:1XcX66660013 T104 FROM: MW Qty: 6 Aburton Homes,PATTERSON; DOUG RESIDENCE DrwNo: 040.22.1337.44269 Truss Label: FT8 SSB / WHK 02/09/2022 2 ' 010.1 111"10 1'9"14 1'7"12 5 5" 47"8 8' 10' 11'11"41 13'8"11 _ 15'6"51 1 _ 19'7"l 1 H 1'9"14'i 1,11„10r 2, r 1'11„4 r 1,s 6 r 2,5" III3X8 =4X6 =3X5 =7X8 =3X4 =7X10 =6X8 A B C D E F I G H I J K L M se T W V io =5X5 =4X10 1 3'9"8 f` 4'2„8 H Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 18.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 63.00 EXP: NA Kzt: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord: 2x6 SP #2; Bot chord: 2x4 SP #2; B2 2x4 SP #1; B3 2x4 SP #3; Webs: 2x4 SP #3; W16 2x4 SP #2; Plating Notes All plates are 2X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Additional Notes Truss must be installed as shown with top chord up. U 3X5 =3X4 B2 O =3X10 H0510(") Q P B3 N 3X4 TT-11 141 OT m "v O_ M (V 1 11 3'9"8 2' 3 8„12 3 5"4 1 2 5„ 1 13'8"12 r 17'2"1 19 7 1 r 8' + 10' 000.11 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L14 Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.232 G 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.365 G 649 240 A 1256 /- A /- /- A Snow Duration: NA HORZ(LL): 0.065 N - - M 1256 /- A/- HORZ(TL): 0.102 N A Brg Wid = 3.0 Min Req = 2.2 Creep Factor: 2.0 M Brg Wid = 3.0 Min Req = 2.2 Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.584 Bearings A & M are a rigid surface. TPI Std: 2014 Max BC CSI: 0.971 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FTIRT:20(0)/10(0) Plate Type(s): C- D 0 -2715 H- 1 0 -3555 WAVE HS VIEW Ver: 20.02.00A.1020.21 D - E 0 -2715 I - J 0 -3555 E- F 0- 3994 J- K 0- 2149 F- G 0 -4037 K- L 0 -2116 G - H 0 -4029 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- V 1662 0 T- S 4037 0 V- U 3440 0 S- R 3947 0 U- T 3440 0 R- O 3013 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W- B 1282 0 H- R 0 - 506 W- C 0- 2110 R- J 704 0 �µptumnru�tttrtq �y i H 4r��7� ifs V- E 1 O 0- 929 O -L 2438 10 0 S�i�•• E-T 911 0 K-O 0 -433 pE $ T - F 0 - 510 0.1108 4 ' • SAT O • - ss o �, COA .4t10 NSA 02/09/2022 **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, bV TPI an SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. FOer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the ANMCOMPANV truss in conformance with ANSI lTPI 1, or for handling, shipping, • installation and bracinqq of trusses. A seal on this drawlnq or cover page 6750 Forum Drive listing this drawingp indicates acceptance of professional engqineering responsibilityv solely -for the design shown. The suitability and use of this drawing for any structur is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. Suite 305 Fnr mnra info—tinn saa thaca 1-11 aifac• Alninw alninaitw cnm• TPI- tninct nrn,• SR('.A• chnn—mnnnantc —m- ICC• inr fa nrn• AW('.• awn nrn Orlando FL, 32821 SEQN: 393838 / MONO Ply: 1 Job Number: 32334 Cust: R6666 JRef1X.X66660013 T92 % FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42598 Truss Label: FT9 SSB / WHK 02/09I2022 27"10 _i 20;0"1 122 0 5' 5" 4'8"8 6'9"6 9' 11' 132"11 15'3"9 17'4"7 19'7"1 i 5I 2'0"14+ 2'0"14 2'2"10 + 2' ?'.10 + 2'0"14+ 2V'14+ 22"10, =4X5 1113oX8 11104 1112X4 =3X4 1112X4 1112X4 =3X4 1112X4 1114X4 1113X8" T S =4X6 =4X8 4'3"8 4'8"8 5 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 18.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Kzt: NA Des Ld: 63.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord: 2x6 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Additional Notes Truss must be installed as shown with top chord up. TT-11-14"0"8 R Q P O t =3X4 =3X4 =4X5 =4X8 =4X6 20'0"l i 4'3"8 2' 478 4'3"8 9' 1i1' 15'3"9 1971 5' H0111 Snow Criteria (Pg,Pfiin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.084 G 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.131 G 999 240 A 1256 /- P P P P Snow Duration: NA HORZ(LL): -0.023 T - - M 1256 P /- /- P P HORZ(TL): 0.036 T - A Erg Wid = 3.0 Min Req = 2.2 Building Code: Creep Factor: 2.0 M Brg Wid = 3.0 Min Req = 2.2 FBC 7th Ed. 2020 Res. Max TC CSI: 0.564 Bearings A & M are a rigid surface. TPI Std: 2014 Max BC CSI: 0.558 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) Plate Tyl I C- D 0 -1484 G- H 0- 2050 WAVE IVIEW Ver: 20.02.00A.1020.21 D - E 0 -1484 H - 1 0 -2037 E- F 0- 2037 I- J 0 -1484 F- G 0- 2037 J- K 0 -1484 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. T- S 928 0 Q- P 1854 0 S- R 1854 0 P- O 1854 0 R- Q 2050 0 O- N 928 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T- B 1279 0 Q -1 427 0 T-C 0 -1574 1-0 0 -644 C- S 969 0 O- K 969 0 tl'►fft1t11uupr�17j' - E 0 -5 K- N 0 -157 _-Nm,■ H* LL�+� $ff E - R 530 -6-65 L - N 1279 0 0 R-G 48 -378 02/09/2022 **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, bV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a propaXy attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AMMCOWAW truss in conformance with ANSI1TPI 1, or for handling, shipping,, installation and bracingq of trusses. A sea! on this drawing or cover pa a 6750 Forum Drive listing this draw!np indicates acceptance of professional en sneering responsibility solelyTor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Buildinguesigner per ANSI/TPI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: aloineitw.com: TPI: toinst.ora: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.ora Orlando FL, 32821 SEQN: 397650 / HIPM Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T39 l FROM: MW Qty: 1 Abu,ton Homes ,PATTERSON,:DOUG RESIDENCE DrwNo: 040.22.1337.44659 Truss Label: G1E SSB / WHK 02/09/2022 2'6"15 2i8'i15 2'6"15 2' 12 4 � 1113X4 B T=2X4(A1) � A r E 1113XD C 2�8"15 s s 25'4"12 2'8"15 f 2'8"15 i 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA ! HORZ(LL): -0.006 A Des Ld: 37.00 D Kzt: NA 0.006 A Building g Code: NCBCLL: 10.00 Mea it Mean Height: 26.21 TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.757 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 1 Max BC CSI: 0.200 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.069 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #3; Bot chord: 2x6 SP SS Dense; Webs: 2x4 SP #3; Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 55 plf at 0.00 to 55 plf at 2.58 BC: From 10 plf at 0.00 to 10 plf at 2.58 BC: From 64 plf at 2.58 to 64 plf at 2.74 TC: -4 lb Conc. Load at 1.87 BC: 1178 lb Conc. Load at 0.81 BC: -5 lb Conc. Load at 1.87 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E 943 /- P P /943 P C 403 P P P /409 P Wind reactions based on MWFRS E Brg Wid = 8.0 Min Req = 1.5 C Brg Wid = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI and SBCA) r sa et, practices nor to performing these functions. Installers shall provide tempora Ser BCSI. Unless noted otherwise, top chord shall have properPy attached structural sheathing and bottom chord shall have a properryly ri3q ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, icab5le. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build!ncc11�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawingp or cover page its drawing indicates acceptance of professional engineering responsibility solelylor the design shown. The suitability and use of this I for any structure is the responsibility of the Building -Designer per ANSU,TPI 1 Sec.2. ALPINE NE ANMCOMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN:3934111 MONO Ply: 1 Job Number: 32334 Cust:R6666 JRef:lX.X66660013 T46 /I FROM: MW City: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44832 Truss Label: H4D SSB / WHK 02/09/2022 2'10"12 4713 2'10"12 1111"1 i 2.83 p 9'2"9 4'4"12 1114X8 1112X4 12 D EF 4 p a/4X4(R1) nj 3X4 _ B io A 10 J HG 1113X7(**) =3X8 1114X8 f ^ 1'T' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Special Loads ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.68 to 55 plf at 2.90 TC: From 27 plf at 2.90 to 27 plf at 9.38 BC: From 20 plf at 0.00 to 20 pif at 2.90 BC: From 10 plf at 2.90 to 10 plf at 9.38 TC: 60 lb Conc. Load at 2.90 TC: 74 lb Conc. Load at 4.82 TC: 99 lb Conc. Load at 6.54, 8.53 BC: 60 lb Conc. Load at 2.90 BC: 31 lb Conc. Load at 4.82 BC: 85 lb Conc. Load at 6.54, 8.53 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. i 2'10"12 � 9'4"9 6'3"13 9'2"9 i �'�?{' r 2'10"12 A.9 Snow Criteria (Pg,Pf, in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.010 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.017 C 999 240 J 559 /- /- /- /398 /- Snow Duration: NA HORZ(LL): -0.002 H - - G 581 /- /- P /295 /- HORZ(TL): 0.003 H - - Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 J Brg Wid = 7.0 Min Req = 1.5 FBC 7th Ed. 2020 Res. Max TC CSI: 0.521 G Brg Wid = - TPI Std: 2014 Max BC CSI: 0.317 Bearing J is a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.244 Bearing J requires a seat plate. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 20.02.00A.1020.21 B - C 373 - 690 C - D 334 - 647 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. I - H 492 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - J 391 - 555 D - H 332 - 530 B - 1 639 - 330 ��µ�tn+rrnruurup,,��i • 2� ±•• �. i i o.7U8 i i• ,,Qt• SAT O cOA ONAL 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building !Safety Information, b TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properly ,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Am* plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. F�efer to page a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI TPI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawing or cover pare ,iis drawing indicates acceptance of professional enpineering responsibility solely -tor the design shown. The suitabilit-y and use of this I for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. re information see these web sites: Alpine: aloine!tw.com: TPI: toinst.ora( SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awe.( ALPINE NE _"Cowv 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 3934251 HIPS Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T53 ! FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42566 Truss Label: H5 ! SSB / WHK 02/09/2022 5' 97' ! 13'4" 18'4" f 5' i 42' ! 47' 5' I 1�6" i 5' 5' Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 13.07 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading #1 hip supports 5-0-0 jacks with no webs. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-7-2 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-7-2 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 18'4" 92' 13'4" 118'4" Snow Criteria (Pg,Plfin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ge: NA VERT(LL): 0.160 D 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1141 /- P /- /780 /- Lu: NA Cs: NA VERT(CL): 0.296 D 732 240 Snow Duration: NA HORZ(LL): 0.040 F - - K 1145 /- P /- /784 P HORZ(TL): 0.074 F - - Creep Factor: 2.0 Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.744 K Brg Wid = 8.0 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.770 Bearings B & F are a rigid surface. Rep Fac: No Max Web CSI: 0.279 Bearings B & F require a seat plate. Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 B - C 1519 -2331 D - E 1844 -2837 WAVE C - D 1844 -2837 E - F 1528 -2340 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2152 -1387 1 - H 2177 -1397 J -1 2168 -1388 H - F 2161 -1396 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - I 734 -499 1 - E 724 -489 D - I 407 -408 H. .qry -,••�,GE _ 0. 7108 1 ' ,,a t SAT O cOa.cQNAL E B too', .. 02/09/2022 **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) o'r sa shipping, 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, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANMCOWP truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawinq or cover pa a 6750 Forum Drive listing this drawin indicates acceptance of professional engmeering responsibilityY solely -for the design shown. The suitability and use of this drawing for any s Iucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or' • SBCA: sbcacom onents.com;_ICC_iccsafe.org; AWC: awc.orq Orlando FL, 32821 SEQN: 393844 / HIPS Ply: 2 Job Number: 32334 i Cust: R6666 JRef:1XcX66660013 T8 I FROM: MW City: 1 Aburton Homes ,PATTERSON; DOUG RESIDENCE DrwNo: 040.22.1337.43206 Truss Label: H5C-2PLY �SSB / WHK 02/09/2022 2 Complete Trusses Required 5' 5' 5'8" 16'4" 8S U 1114DX8 4 E =4XF T o5X12 C iV B T A O =5X8 1112X4 RQ P 3X4(811 F— 1'6" 1'4"1 F 5 VXI 21'4" 21'4" 5' �Z5X12 I G H n L J K I N 10, 1 3X4(B1) 5'8" 1 5'8" 27' 1'4"15 10'8" 16'4" 18'11" I 2�1'4" 1'0" 1,6„ 19'1 "1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP M-31; Bot chord: 2x4 SP M-31; Webs: 2x4 SP #3; Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. Loading #1 hip supports 5-0-0 jacks with no webs. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-7-2 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-7-2 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind = ,Pif in PSF) Defl/CSI Criteria CAT: NA PP Deflection in loc L/defl L/# Ce: NA VERT(LL): 0.232 E 999 360 VERT(CL): 0.429 E 588 240 HORZ(LL): 0.103 H - - HORZ(TL): 0.191 H - Creep Factor: 2.0 Res. Max TCCSI: 0.295 Max BC CSI: 0.581 Max Web CSI: 0.256 VIEW Ver: 20.02.00A.1020.21 `y�lltlgllpAll/U���j�,' H. y-,. • ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1316 P A /- /893 /- S 1316 P A P /893 P Wind reactions based on MWFRS B Brg Wid = 8.0 Min Req = 1.5 S Brg Wid = 8.0 Min Req = 1.5 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 542 - 830 E - F 1816 - 2814 C - D 1461 -2255 F - G 1483 -2287 D - E 1446 - 2261 G - H 547 - 839 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 686 -446 N - M 2221 -1428 C - Q 2026 -1312 M - K 2180 -1410 Q - O 2150 -1389 K - G 2055 -1332 O - N 2837 -1853 J - H 697 -451 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - R 491 - 748 N - F 607 - 397 R - Q 488 - 304 K - J 495 - 307 D - O 473 -241 J - G 497 -760 O-E 418 -591 Wind loads and reactions based on MWFRS. • Wind loading based on both gable and hip roof types. �• S AT • Q. • • rip �•4r•u (°�� COA ( TONAL Vv` �ft 1010 .� 02/09/2022 **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) r sa shipping, practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a propefly 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 Join Details, unless noted otherwise. Ffefer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Build in$g 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 bracin of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building -Designer per ANS17A 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com: TPI: tninst.ora: SBCA: shcacomnonents.com: ICC: iccsafe.orn: AWC: awc ni ALPINE NE ANMCOWAW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN:393795/ HIPS Ply: 1 Job Number: 32334 Cust:R6666 JRef:1XcX66660013 T22 / FROM: MW City: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44973 Truss Label: H5E �SSB / WHK 02109l2022 5' 11'8" 18'4" 234" 6' 6�8" 6-6„ f 5' 1 4 � =6C8 1112 p10 T2 =6E8 T (V (V 1 23'4" 1 '6„ 5' 5' 6'8" 11'8" 1112X4 =H0710 1112X4 6'8" 18'4" 34 T'16 "I T in (V I 1 -25'4"12 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,P4in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.396 D 698 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.461 D 599 240 K 1435 /- P P /1483 P BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.060 F - - F 1440 P /- /- /1490 P Des Ld: 37.00 EXP: D Kzt: NA 0.071 F - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 26.47 It Building Code: Building Creep Factor: 2.0 K Brg Wid = 8.0 Min Req = 1.7 Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.941 F Br Wid = 8.0 Min Re 1.7 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.805 Bearings K & F are a rigid surface. Bearings K & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: No I Max Web CSI: 0.687 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20 0 /10 0 � () () Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chards Tens. Comp. Wind Duration: 1.60 WAVE HS VIEW Ver: 20.02.00A.1020.21 Lumber B - C 3317 -3363 D - E 4867 -4885 C - D 4867 -4885 E - F 3336 -3376 Top chord: 2x4 SP #2; T2 2x6 SP SS Dense; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B - J 3158 -3098 1 - H 3149 -3114 (a) #3 or better scab reinforcement. Same size & 80% J - 1 3138 -3097 H - F 3170 -3116 length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 5-0-0 jacks with no webs. C - 1 1804 -1827 I - E 1793 -1810 Left side jacks have 5-0-0 setback with 0-0-0 cant and D - 1 981 - 650 1-7-2 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-7-2 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 0-0-0 overhang. POO!Rumnaignt Wind �� / Wind loads and reactions based on MWFRS.����; yc� .,.....,� Wind loading based on both gable and hip roof types. �T •.' S i Q• 7,08 1 3A anW--., l�r � oe� ' ��g,'�j(�+ 0NAL COa��,33 NMpri1"Mm""IW�°��N 02/09/2022 **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, bV TPI an SBCA) r sa shipping, practices nor to performing these functions. Installers shall provide temporary bracing BCSI. Unless otherwise, top have bottom have per noted chord shall �roperr attached structural sheathing and chord shall a properyy 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 Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Buildinq 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 trusses. A seal on this drawing or cover pa a listing this drawincql indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of 4 is drawing for is the the Building -Designer ANSIXI 1 Sec.2.305 �, w00w,,,,,. 6750 Forum Drive Suite For any structur responsibility of per For more information see these web sites: Alpine: al ine!tw.com• TPI: t inst.or • SBCA: sbcacom onents.com• [CC: iccsafe.or AWC: awc.or Orlando FL, 32821 SEQN: 3938001 HIPS Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T6 / FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.41534 Truss Label: H5G SSB / WHK 02/09/2022 5' 10'4"2 1 15'4"2 5' 5'4"2 5' T iq (V 254"12 i 15'4"2 5' 2'8"1 2'8"1 5' 16 �{ 5' 7'8" 1 i 10'4"2 15'4"2 Loading Criteria (ps/) Wind Criteria Snow Criteria (Pg,Pfiin PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA de: NA VERT(LL): -0.164 H 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.186 H 972 240 B 965 /- /- /- /1015 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.055 E - - J 968 /- P /- /1019 /- Des EXP: D Kzt: NA HORZ L 0.061 E - - R) Wind reactions based on MWFRS Building Code: CLLd: 0.000 NCBCLL: 0.00 Mean Height: 26.47 ft � Creep Factor: 2.0 B Br Wid = 8.0 Min Re 1.5 9 q Soffit: 0.00 TCDL: 4.2 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.986 J Br Wid = 8.0 Min Re 1.5 9 q = Load Duration: 1.25 BCDL: 3.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.891 Bearings B & E are a rigid surface. Bearings B & li require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.071 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20 0 /10 0 () () Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 1901 -1885 D - E 1912 -1892 Lumber C - D 1805 -1869 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading B - I 1738 -1734 H - G 1759 -1747 #1 hip supports 5-0-0 jacks with no webs. 1- H 1752 -1736 G - E 1744 -1744 Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-7-2 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-7-2 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. ....... hh H • �/�y�fri * ► a ,Q's� SAT 0 :tom COA tGONAL 02/09/2022 **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'r sa shipping, practices nor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have propery 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 Join Details, unless noted otherwise. flefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing, any,failure to build the �,nWCO�,,,,,,. truss in conformance with ANSI1TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawingq indicates acceptance of professional an meering responsibility solely -for the design shown. The suitabilif-y and use of this Suite For drawing for any sfructure is the responsibility of the Build ing�esigner per ANSI/TPI 1 Sec.2.305 For more information see these web sites: Alpine: al ineitw.com; TPI: tpinst.orq; SBCA: sbcacomponents.com; ICC: iccsafe.orq; AWC: awc.orq Orlando FL, 32821 SEQN: 393422 / HIPS Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T57 1 FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42300 Truss Label: H7 SSB / WHK 02/09/2022 7' 1 V4" f7, 4,4„ I =4X8 =4X8 12 C D T 4p _ I 0 fV B A =3X4(B1) 1112X4 =58 III2X4 I - 18'4" 18'4" 7' E T 27' 2,2„ _I 7' 1,6„ T T T 1,6„ T 9,2„ 1V4„ 18,4„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.062 H 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.112 H 999 240 B 770 /- /- /514 /529 /140 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 E - - J 770 /- /- /514 /529 /- Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.034 E Wind reactions based on MWFRS Building Cade: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 B Br Wid = 8.0 Min Re 9 q = 1.5 Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 sf P FBC 7th Ed. 2020 Res. Max TC CS: 0.628 J Br Wid = 8.0 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.482 Bearings B & E are i rigid surface. Bearings B & E require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.093 Members not listed have forces less than 375# Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 1703 -1278 D - E 1702 -1278 Lumber C - D 1700 -1156 Top chord: 2x4 SP #2; Bot chord: 2x4 #2; We Webs: 2x4 SP #3; 3; Maximum Bot Chord Forces Per PI Ibs Chords Tens.Comp. Chords Tens. Comp. Wind B -I 1151 -1445 H - G 1157 -1447 Wind loads based on MWFRS with additional C&C I - H 1157 -1440 G - E 1151 -1453 member design. Wind loading based on both gable and hip roof types. F �o. 7.08 i • SAT 0 - . 4., r� COA a OVAL 02/09/2022 **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, b TPI an SBCA) fo'r sa shipping, practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper)% 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, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Ffefer to ALPINE drawings 16OA-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANMWCOWp truss in conformance with ANSIffPI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawingg indicates acceptance of professional en ineenng responsibilityV solelylor the design shown. The suitabilit9y and use of this drawing for any sfructure is the responsibility of the Building�esigner per ANSINI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: alpineitw.com: TPI: to!nst.orq; SBCA: sbcacomponents.com: ICC: iccsafe.ora: AWC: awc.orc Orlando FL, 32821 SEQN: 393187 / HIPS Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T4 / FROM: MW Qty: 1 Job Homes, PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.44691 Truss Label: H7E SSB / WHK 02/09/2022 7' 11'8" 16'4" 23'4" f 7 4'8" i 1 4,8„ 1 7, l 23'4" 7' 4,8„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,N in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA AT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 26.80 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCp!: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE 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. Wind loading based on both gable and hip roof types 4'8" 16'4" 7' 23'4" 1'6" T Cl) --v5'4"12 DefI/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): -0.190 D 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.253 D 999 240 B 957 /- /- /500 /822 /109 HORZ(LL): -0.051 F - - K 957 /- /- /500 /822 P HORZ(TL): 0.070 F - - Wind reactions based on MWFRS Creep Factor: 2.0 B Brg Wid = 8.0 Min Req = 1.5 Max TC CSI: 0.874 K Brg Wid = 8.0 Min Req = 1.5 Max BC CSI: 0.665 Bearings B & F are a rigid surface. Max Web CSI: 0.473 Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 B - C 2746 -1799 D - E 3320 -1960 C - D 3320 -1960 E - F 2744 -1799 Slip�►..H;, f No. 7,08 1 ,at 5 AT O COA Zs/ Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1642 - 2382 I - H 1647 - 2414 J - 1 1647 -2376 H - F 1642 -2420 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -1 355 -945 I- E 355 -946 D -I 755 -242 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, b TPI an c7 SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide tempora Ber BCSI. Unless noted o)herwise, top chord shall have proper)%attached structural sheathing and bottom chord shall have a properr y rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. AfpTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Flefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Build inhComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI PI PI 1, or for handling, shipping,installation and bracing of trusses. A seal on this drawingq or cover pa e its drawing indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of Iris I for any s drawing, is the responsibility of the Building esigner per ANSI[TPI 1 Sec.2. ALPINE NE MnWC0WAW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 3931301 HIPS Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T11 l FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42409 Truss Label: H7G SSB / WHK 02/09/2022 7' 8W-2 15'4"2 7' 11'4"2 7' 1114X8 1114X8 12 C D T 4� I T o c� B E Cl) p F t—V 54"12 I H G J 3X4(B1) 112X 3XI11 X4=3X4(B1) 15'4"2 �- IV' - f 7 14 21 7 + V6" -{ 7' 18'4"2 15'4"2 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.033 G 999 360 Loc R+ / R- / Rh / Rw ! U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.070 G 999 240 B 658 /- P /341 /507 /109 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.011 E - - J 658 P !- /341 /507 /- Des Ld: 37.00 MD Kzt: NA ea HORZ(TL): 0.022 E - - Wind reactions based on MWFRS Mean Height: 26.80 ft BuildingB Brg Wid = 8.0 Min Re 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Code: Creep Factor: 2.0 q Soffit: 0.00 FBC 7th Ed. 2020 Res. Max TC CSI: 0.716 J Brg Wid = 8.r Min Req = 1.5 BCDL: 3.0 psf Bearings B & E are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.482 Bearings B & E require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.071 0 /10 0 Members not listed have forces less than 375# FT/RT:20 Loc. from endwall: not in 9.00 ft () () Maximum Top Chord Forces Per Ply (Ibs) GCp!: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber B - C 1340 -973 D - E 1342 -973 - C - D 1370 -869 Top chord: 2x4 SP #2; Bot chard: 2x4 3; #2; We Maximum Bot Chord Forces Per PI Ibs Webs: 2x4 SP #3; Chords Tens.Comp. Chords Tens. Comp. Wind B - I 864 -1043 H - G 869 -1046 Wind loads based on MWFRS with additional C&C I - H 869 -1046 G - E 864 -1052 member design. Wind loading based on both gable and hip roof types. �pusum�rrrrra, a N0. 7.08 1 = �_�G 5aATOV��*- A coAO ONAL **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, b TPI and SBCA) fo'r sa shipping, practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properyy attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicaboe. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Kefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANMCOMVAW truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en Ineering fesponsibilitVV solely'tor the design shown. The suitability and use of this drawing for any structure is the responsibility of the BuildinglUesigner per ANSI/TPI 1 Sec.2. Suite 305 Fnr mnrA infnrmntinn sAA thasA wah vitas' Alnina' Aninaitw rnm• TPI, tninst nrn• RRCA• shnarmmnnnanN rnm• Ir(:• inrsafa nrn• AWr:• nuwn nrn Orlando FL, 32821 SEQN: 393428 / HIPS Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T51 % FROM: MW Qty: 1 'Abunion Homes, PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.44128 Truss Label: H9 SSB / WHK 02/09/2022 7' 1 9' 11'4" 18'4" 7 2' 1 2,4" 7' T 1� '— 1'6" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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. Wind loading based on both gable and hip roof types 18'4" 18'4" 18'4" :)w Criteria (Pg,Pf in PSF) NA Ct: NA CAT: NA NA Ce: NA NA Cs: NA )w Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.062 H 999 360 VERT(CL): 0.107 H 999 240 HORZ(LL): -0.019 F - - HORZ(fL): 0.033 F - Creep Factor: 2.0 Max TIC CSI: 0.593 Max BC CSI: 0.912 Max Web CSI: 0.244 VIEW Ver: 20.02.00A.1020.21 o. 7,40841 ,at SAT 0 S o L coa VNR> �(�� NA _..,a 02/09/2022 1'6" -- ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 770 /- /- /512 /528 /168 1 770 P /- 1512 /528 P Wind reactions based on MWFRS B Brg Wid = 8.0 Min Reg = 1.5 1 Brg Wid = 8.0 Min Reg = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 1317 -1269 D-E 1122 -1033 C-D 1121 -1033 E-F 1317 -1269 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1145 -1088 H - F 1145 -1095 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 540 - 308 H - E 540 - 308 D - H 640 - 699 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, bV TPI an SBCA) r sa ety practices pnor to performing these functions. Installers shall provide tempora per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properry d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Referto' Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 1is drawing indicates acceptance of professional engpneering responsibility solely -tor the design shown. The suitability and use of this for any s ructure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. ALPINE NE ANf CDWAW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 3931901 HIPS Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T12 % FROM: MW Qty: 1 Aburton Homes ,PATTERSONi, DOUG RESIDENCE DrwNo: 040.22.1337.43128 Truss Label: H9E j SSB / WHK 02/09/2022 , 7, 91 111'8.. 14'4" 16'4" 23,4" 7 2, i" 2,8„ 'F 2,8„ r 2, 7, I %4X8 =3X4 1114X8 D E F 12 2X4 ar2X4 T 4 p C G r M rn B H Cl) 1 s A I I—V S4"12 3X4(B1) =3X8 =3X5 =3X8=3X4(B1n) 23'4" 9' 5'4" 9' 1,6„ 1° 9' 14,4„ 23,4„ 1 6„ , Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA AT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.144 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.209 E 999 240 B 957 /- /- /481 /759 /127 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.046 H - - M 957 /- /- 1481 /759 /- EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 27.13 ft HORZ(TL): 0.065 H - - Wind reactions based on MWFRS Building B Br Wid = 8.0 Min Re NCBCLL: 10.00 g Code: Creep Factor: 2.0 9 q = 1.5 TCDL: 4.2 psf M Br Wid = 8.0 Min Re 1.5 Soffit: 0.00 BCDL: 3.0 sf FBC 7th Ed. 2020 Res. Max TC CSI: 0.886 g q = p Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.731 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.155 Bearings B & li require a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 2424 -1779 E - F 2167 =1467 Lumber C - D 2245 -1560 F - G 2243 -1560 Top chord: 2x4 SP #2; D - E 2169 -1467 G - H 2422 -1779 Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C B - L 1625 -2079 K - J 1528 -1967 member design. L - K 1528 -1967 J - H 1625 -2118 Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - L 482 -269 J - F 407 -481 D - L 407 -483 J - G 481 -269 �tt#I{llfltipllll/N/��� -r, 0.708 1 • .� •' IC c COA i, ON46,1 AL �,,��,•'� Wftafflivill 02/09/2022 **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, b TPI an SBCA) fo'r safety practices norto performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached rictid 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 Join Details, unless noted otherwise. F�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the �,,,,,,co,,,P,,,,,. truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawin or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en rneering responsibility solely -for the design shown. The suitabilit9y and use of this drawing for any structure is the responsibility of the Building �esigner per ANSI/TPI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: al ineitw.com; TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 393386 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRefAXcX66660013 T26 % FROM: MW Qty: 1 IAburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43066 Truss Label: HJIG SSB / WHK 02/09/2022 12 2.83 0 C B o 10'7" 2 T 7- CD 6"1 A N 0, D 2X4(A1) i1'7"6 21 211 3 ®a ®I 1'7"6 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA e: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA B 290 A /- /243 1382 !70 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 B D 21 P5 /- /36 /15 A EXP: D Kzt: NA 0.002 B C - / 43 /- /111 /80 /- Des Ld: 37.00 Mean Height: 15.00 ft HORZTL ( ) NCBCLL: 10.00 Building Code: Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf B Br Wid = 10.6 Min Re = 1.5 Soffit: 0.00 BCDL: 3.0 sf FBC 7th Ed. 2020 Res. Max TC CSI: 0.532 g q p TPI Std2014 Max BC CSI: 0611 D Erg Wid = 1.5 : . Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 C Brg Wid = 1.5 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 0 /10 0 Bearing B is a rigid surface. FTlRT20 Loc. from endwall: Any () () Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber Top chord: 2x4 SIP M-31; Bot chord: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. ! �yltit}OHIIHIf/l/ �Y.•��E s :p� • i 0.708 — S T O .44 COA,7VaNA ., 02/09/2022 **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, b TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporaryry bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. I#efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. 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 mvcoMVANr truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of professional engsneering responsibility solely -for the design shown. The suitabilit"y and use of V Suite 305 drawing for any stuIucture is the responsibility of the Build ingg esigner per ANSIN] 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or SBCA: sbcacom onents.com• ICC: iccsafe.or ; AWC: awc.org Orlando FL, 32821 SEQN: 393441 I HIP_ Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T77 I FROM: MW Qty: 1 Aburton Homes,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.45081 Truss Label: HJ2 SSB / WHK 02/09/2022 12 3.48 C 13'0"4 N B ao A 12' D 2X4(A1) 1 2'9" 14 1'8" 11 2'9"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.. fin PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-16 Pg: NA Ct: NA NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA SCAT: Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 B Des Ld: 37.00 EXP: D Kzt: NA HORZ L 0.001 B ) Building Code: NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.653 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.126 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver. 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Loading Hipjack supports 1-11-15 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. a1 .••'DOE SF• 1 y o. T08 1 s 1 COAs�QNAL ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 108 /- /- /- /89 A D 4 /- /- /9 /- P C 15 /- /- /- /16 /- Wind reactions based on MWFRS B Brg Wid = 9.2 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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, hand linq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI an SBCA) for sa shipping, practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a propefly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Applgy 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. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the MMCOWAW truss in conformance with ANSI Q PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional engqineering responsibility solely4or the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com• ICC: iccsafe.or • AWC: awc.orq, Orlando FL, 32821 SEQN: 3937771 HIP_ Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T111 FROM: MW city. 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.45300 Truss Label: HJ2C SSB / WHK 02/09/2022 2.83 o C 10'11"2 B o Tm - to T T =� 5 A 10' D 2X4(A1) 3'1 "1 2' 17 a+a i a� 3'1"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 B - - Des Ld: 37.00 EXP: D Kzt: NA HORZ(TL): 0.002 B - - Building Code: NCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.331 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.257 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) GCp!: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Loading Hipjack supports 2-2-3 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. ,a s SAT O � COA ZV NAL V ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 159 /- /- /- /135 /- D - /0 /- /15 /- /- C 7 !- /- /- /10 /- Wind reactions based on MWFRS B Brg Wid = 11.3 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin sh�ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fo'r sa ety practices nor to performing these functions. Installers shall provide temporary r BCSI. Unless noted oytherwise, top chord shall have properrk attached structural sheathing and bottom chord shall have a properly �id ceilin Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, e. Applgy plates to each face of truss and position as shown above and on the doinf Detalls, unless noted otherwise. Refer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of deviation from this drawing, any failure to build the of trusses. A seal on this drawing or cover page x the design shown. The suitabilif-y and use of this ALPINE AN ITW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 any see these SEQN: 3934061 JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T99 % FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44880 Truss Label: HJ213 SSB / WHK 02/09/2022 12 C 3.7 11-9"9 3X4 B T CV rn A rM T 10' F E D 1.5X3 1113X6 1,$„ 9 1113114 1'10"1 1'13"4 311115 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in Ice L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.006 E 999 360 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.012 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 C - - Des Ld: 37.00 MeanEXPD Kzt: NA Height: 15.00 ft HORZ(TL): 0.008 B - NCBCLL: 10.00 TCDBuilding 4.2 psf 9 Code: Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.537 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fee: Yes Max Web CSI: 0.192 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. I �NMtuntn�l %uirrrrohq� ► 4 -, ••' f o7.0841 ,at S AT O .....NZ,MAZY NAL 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 239 /- P /218 /185 /91 D 60 /- P /37 /13 P C 60 /- P /25 /74 P Wind reactions based on MWFRS F Brg Wid = 7.3 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing F is a rigid surface. Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - F 438 -212 **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) r safety practices prior toperforming these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply pfates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the mmvmwv truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover pfa a 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely -for the design shown. The suitabili gy and use of g is drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: afpineitw.com: TPI: ioinst.ora: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.orc Orlando FL, 32821 SEQN:393792/ HIP_ Ply: 1 Job Number: 32334 1 FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE Truss Label: HJ2E 12 2.83 C B A p 2X4(A1) 2'1"7 2'7"13 27' 13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg, fin PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA AT, NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 B Des Ld: 37.00 Mea D Kzt: NA HORZ(TL): 0.002 B Mean Height: 25.94 ft Building Code: Creep Factor: 2.0 NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.991 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.240 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Loading Hipjack supports 1-10-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. ���� t�tnturfrrrrrq jri ';• `a • 0.7108 1 • r, • • S SAT O • COA QNAI. �frlg014N�,N`� 02/09/2022 Cust R6666 JRef:1XcX66660013 T15 % DrwNo: 040.22.1337.42956 SSB / WHK 02/09/2022 T 26'2" 10 r. N `- G25'4"12 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 146 /- /- /- /186 /- D - /-5 !- /21/- C - /-4 /- /2/- Wind reactions based on MWFRS B Brg Wid = 11.3 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid =1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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, bV TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarY bracing er BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attach id ceilin Locations shown for permanent lateral restraint oiYwebs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Applgy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingcst�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the *wrrWCO AW truss in conformance with ANSIITPI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawin or cover paqa 6750 Forum Drive listing this drawing indicates acceptance of professional en Qsneering responsibilityy solely -for the design shown. The su!tabil!f-y and use of this Suite For drawing for any structure is the responsibility of the BuildinguDesigner per ANSI/TPI 1 Sec.2.305 For more information see these web sites: Alpine aloineitw.com: TPI: toinst.ora: SBCA: sbcacomnonents.com: ICC: iccsafe.orm AWC: awc.ora Orlando FL, 32821 SEQN: 3976431 HIP_ Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T33 7 FROM: MW Qty: 2 ,Aburton Homes ,PATTERSON, DOUG RESIDENCE Drw%: 040.22.1337.45269 Truss Label: HJ2F SSB / WHK 02/09/2022 1'14 � 1'7"14 2.83 p 1112X4 -3X4 CD g 30'3"8 A N 0I rN V 264'12 FE ni vF =3X4 37"3 17^14 17"14 1'9"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.002 B 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): -0.002 B 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 C - - Des Ld: 37.00 MeaEXPD Kzt: NAn Height: 29.98 ft Mea HORZ(TL): 0.006 C NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.063 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.116 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Far: Yes Max Web CSI: 0.073 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x6 SP SS Dense; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. *{�1ttf�r111pllflh�4� J�' H. 'fiy Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. `�*11Y� 4F •°°+1°°••••• • SAT O • •� . G ONAL COA iu twh' 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL G 146 /- P /- 1243 /- E 7 /-5 P 110 A /- D 1 /-47 /- /86/- Wind reactions based on MWFRS G Brg Wid = 9.1 Min Req = 1.5 E Brg Wid =1.5 D Brg Wid = 1.5 Bearing G is a rigid surface. Bearing G requires a seat plate. Members not listed have forces less than 375# **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 an SBCA) r sa shipping, practices nor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have propery% 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, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinggComponents 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 land bracin of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawingp indicates acceptance of professional engineering responsibility solely -for the design shown. The suitabilit-y and use of this drawing for any structure is the responsibility of the Buildingg esigner per ANSI/TPI 1 Sec2. Suite 305 For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.oro: SBCA: sbcacomponents.com: ]CC: iccsafe.ora: AWC: awc.ora Orlando FL, 32821 SEQN: 393817 / HIP_ Ply: 1 Job Number: 32334 1 Cust: R6666 JRef:1XcX66660013 T35 % FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43613 Truss Label: HJ3 SSB / WHK 02/09/2022 12 i 2.83 C T 5" 14 2X4(A1) I_ 2�1��7 + TY12 f 3'5" 12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg, fin PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 B EXP: D Kzt: NA HORZTL 0.003 B Des Ld: 37.00 Mean Height: 26.04 ft ( ) NCBCLL: 0.00 TCDL: 4.2 psf Building Code: Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.373 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.284 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber Top chord: 2x4 SP #2; But chord: 2x4 SP #3; Loading Hipjack supports 2-5-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. ����mmurr+upgyi a.708 1 = IS ,a SAT O r COA 1I/01YA1. ua,,,ta�p 02/09/2022 26'4" 15 T r M r T 25'4"12 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- ! Rh / Rw / U / RL B 172 A /- /- /215 /- D 4 A A /20 A /- C 19 A /- /- /30 /- Wind reactions based on MWFRS B Brg Wid = 11.3 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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, b TPI and SBCA) fo'r safety practices nor to performing these functions. Installers shall provide temporaryry bracing per BCSI. Unless noted otherwise, top chord shall have properrk attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN"W[OMPANY truss in conformance with ANSI/l PI 1, or for handling, shipping,, installationland bracingq of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitabilit-y and use of this drawing for any structure is the responsibility of the Building -Designer per ANSINI 1 Sec.2. Suite 305 For more information see these web sites: Alnine: alnine!tw.com: TPI: toinst.oro: SBCA: shcacomnonents.com: ICC: iccsafe.ore AWC: swear Orlando FL, 32821 SEQN: 3933181 HIP_ Ply: 1 Job Number: 32334 Cust: R6666 JRef.'1XCX66660013 T88 % FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42066 Truss Label: HJ3B SSB / WHK 02/09/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 3.48 � C T 13'1" 00 B ti 001 A 12' D 1r9n2 T I 3r0n12 1 ®�® I 3r0-1 2 �i Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCp!: 0.55 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Loading Hipjack supports 2-2-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Ff in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.002 B HORZ(TL): 0.002 B Building Code. Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.743 TPI Sid: 2014 Max BC CSI: 0.163 Rep Fac: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 20.02.00A.1020.21 WAX/ H. i • O V. 4, COA �t�,,:s�QNAL O : ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 124 /- /- /- 1153 /- D 4 /- /- /13 /- /- C 16 /- /- /- /25 /- Wind reactions based on MWFRS B Brg Wid = 8.8 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 102/09/2022 **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, b TPI and SBCA) fo'r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oytherwise, top chord shall have proper)V attached structural sheathing and bottom chord shall have a propefiy 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 Join Details, unless no otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. 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 ANSI1TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional en sneering responsibility solely -for the design shown. The suitabili y and use of g is drawing for any sturucture is the responsibility of the Building -Designer per ANSI/'K 1 Sec.2. ALPINE NE Mrt COAV 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393789 / HIP_ Ply: 1 Job Number: 32334 Cust: R6666 JRef1X.X66660013 T43 % FROM: MW Qty: 1 ,Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43848 Truss Label: HJ3E SSB / WHK 02/09/2022 WX] 5"14 i 12'1"7 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 25.97 It TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 2-1-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 12 2X4(A1) aw Criteria (Pg,Ff in PSF) NA Ct: NA !CAT: NA NA Ce: NA NA Cs: NA 1w Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Sid: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE C 2' 11 "6 2' 11 "6 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.003 B HORZ(TL): 0.003 B Creep Factor: 2.0 Max TC CSI: 0.321 Max BC CSI: 0.250 Max Web CSI: 0.000 02/09/2022 Ver: 20.02.00A.1020.21 26'3" 7 CV � 10 264"12 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 155 A A /- /196 /- D - /-2 P /20 /- /- C 3 P P /- /8 /- Wind reactions based on MWFRS B Brg Wid = 11.3 Min Req = 1.5 D Brg Wid = 1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a propefly attached rigid ceilin 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 Join Details, unless noted otherwise. F�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AMiWCOMPANY truss in conformance with ANSIrfPI 1, or for handling, shipping,, installation and bracinq of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of professional en meenng responsibility sole lyior the design shown. The suitability and use of this drawing for any sQr'ucture is the responsibility of the Building�esigner per ANSI (f PI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcacom onents.com: [CC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 393786 / HIP_ Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T37 % FROM: MW Qty: 2 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43831 Truss Label: HJ3F SSB / WHK 02/09/2022 2.83 � C 26'4" 15 A 25'4"12 D 2X4(A1) 211117 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 26.04 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Loading Hipjack supports 2-5-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg, fin PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 3'5" 12 3'5" 12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.003 B HORZ(TL): 0.003 B Creep Factor: 2.0 Max TC CSI: 0.373 Max BC CSI: 0.284 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.21 `J'.•��E S�'�C e' i ai S AT 0 �p.� ;tee i ,�.•�w�� COA AL 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 172 P P P /215 /- D 4 /- /- /20 P /- C 19 /- /- /- /30 /- Wind reactions based on MWFRS B Brg Wid = 11.3 Min Req = 1.5 D Brg Wid=1.5 C Brg Wid=1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlinq shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, b TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary Ser BCSI. Unless noted o�herwise, top chord shall have proper!V attached structural sheathing and bottom chord shall have a properly ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, cab�e. Applgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. F�efer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Buiidincclt�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page its drawing indicates acceptance of professional engineering responsibility solely4or the design shown. The suitabili qy and use of Phis 1 for any sQIucture is the responsibility of the Buildings esigner per ANSI/TPI 1 Sec.2. ALPINE nn mvca+vun 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 393403 / JACK Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T41 % FROM: MW Qty. 1 Job Homes, PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.44801 Truss Label: HJ4D SSB / WHK 02/09/2022 12 C 3.7 12'3" B3X4 co CV rn A 10, F E D 1.5X3 III 1.5X4 1'8„9 113114 I 3'3"10 1'3"4 r 4'6"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.005 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.009 E 999 240 F 137 !- /- /- /106 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 B - - D 31 /- /- /9 EXP: D Kzt: NA Des Ld: 37.00 HORZ(TL): 0.006 B - C 74 P P P 175 P Mean Height: 15.00 ft BuildingWind reactions based on MWFRS NCBCLL: 0.00 TCDL: 4.2 psf Code: Creep Factor: 2.0 Soffit: 0.00 gCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.194 F Brg Wid = 7.3 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.074 D Brg Wid = 1.5 C Brg Wid = 1.5 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.040 Bearing F is a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Bearing F requires a seat plate. GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Loading Hipjack supports 3-2-13 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. 001! t1�ft11tHllrt���r���� Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. ,ot SWATOw COA 0NAL 02/09/2022 **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 phor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper y attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANMCOWAW truss in conformance with ANSIIi PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en Ineering responsibilityV solely -for the design shown. The su!tabiliand use of this drawing for any structure is the responsibility of the BuildingUesigner per ANSI/TPI 1 Sec.2. Suite 305 For more information see these web sites: Alnine: aloineitw.rnm: TPI, tninst_nrn• SBCA• chrgrmmnnnAmq rnm• ICY.* inrtcafa nrn• AWr'.• nwc nrn Orlando FL, 32821 ISEQN:393812/ HIP_ Ply: 1 Job Number: 32334 Cust:R6666 JRef:1XcX66660013 T19 %I FROM: MW Qty: 2 Aburton Homes,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.41769 Truss Label: HJ5 SSB / WHK 02/0912022 t 12 2X4(A1) 2'1 "7 i TO"14 TO" 14 Loading Criteria (psf) Wind Criteria Snow Criteria (PgiPf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA, HORZ(LL): -0.007 B - 'Des Ld: 37.00 EXP: D Kzt: NA Mean Height: 26.46 ft i HORZ L : 0.011 B � ) NCBCLL: 0.00 TCDL: 4.2 psf Building Code: Creep Factor: 2.0 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.686 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.301 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. �itnncutrrrny,�i ���A lY� ry• ��y ���� .• y�GE o. 7,os 1 t � ,o SAT O •. • �kr A COA QNAL 02/09/2022 C T 2TY2 r- o N 10 N T25'4"12 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 281 /- /- P /328 /- D 78 P P /10 P A C 188 /- P /- /275 1- Wind reactions based on MWFRS B Brg Wid = 11.3 Min Req = 1.5 D Brg Wid =1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# **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 sa shipping, practices nor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached riq!d 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 Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the, truss in conformance with ANSIrfPI 1, or for handling, shipping,, installation,and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawingp indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this drawing for any structur is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: al ineitw.com- TPI: t inst.or d SBCA: sbcacom onents.com• ICC: iccsafe.or - AWC: awc.orq Orlando FL, 32821 SEON: 393841 / HIP_ Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T44 I FROM: MW Oily, 2 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42175 Truss Label: HJ5C SSB / WHK 02/09/2022 2X4(A1) 2' 1 "7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 12 2'0"5 I 1'8"15 I 3'3"10 210"5 T 3'9"4 7'014 Snow Criteria (Pg!Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA I Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 TPI Sid: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): E y� + 11'10"6 � jl�Tj_ `n o r �10'8" - � 14 10' Defl/CSI Criteria ♦ Maximum Reactions (lbs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.088 F 943 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.156 F 531 240 B 281 P P /- /216 P HORZ(LL): 0.016 G - - E 89 P /- /- /5 P HORZ(TL): 0.029 G - - D 177 /- P P /169 P Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.548 B Brg Wid = 11.3 Min Req = 1.5 Max BC CSI: 0.404 E Brg Wid = 1.5 Max Web CSI: 0.109 D Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# VIEW Ver: 20.02.00A.1020.21 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 42; Webs: 2x4 SP #3; Plating Notes All plates are 2X4 except as noted. Loading Hipjack supports 5-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes11N«+�tntu+it11��1p�i Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. ��.l� `' �•..•••...�•` ►/4f f a. 7.08 1 f SAT O f i *% fff' OX COA 0 1VA1. •� tirtt"oull `N (2/09/2022 **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'r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted ovherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a propetryly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the *N"COWAW truss in conformance with ANSI 1, or for handling, shipping,, installation' and bracingq of trusses. A seal on this drawmq or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of professional en sneering responsibility solely for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building1esigner, per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com: TPI: to!nst.ora: SBCA: sbcacomponents.com: [CC: iccsafe.oro: AWC: awc.ora Orlando FL, 32821 SEQN: 393738 / HIP_ Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T31 FROM: MW Qty: 3 ,Aburton Homes, PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.42019 Truss Label: HJ5E SSB / WHK 02/09/2022 A 2'1"7 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 26.46 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP 42; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 7'0" 14 7'0"14 Snow Criteria (PglPf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 TPI Std: 2014 Rep Fac: No FT/RT:20(0)/10(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.007 B HORZ(TL): 0.011 B Creep Factor: 2.0 Max TC CSI: 0.686 Max BC CSI: 0.301 Max Web CSI: 0.000 Ver: 20.02.00A.1020.21 o. 708 1 C +2713"2 d' r O N E0 CV 25'4" 12 D ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 281 P /- /- /328 /- D 78 P /- /10 P P C 188 /- P P 1275 P Wind reactions based on MWFRS B Brg Wid = 11.3 Min Req = 1.5 D Brg Wid =1.5 C Brg Wid = 1.5 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# SAT O • A 1 coA ONAL >Ianra+��a� 02/09/,' 22 **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 sa shipping, practices nor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a propefly attached ri id 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 Join f Details, unless hated otherwise. f�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinccttComponents 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 bracinqq of trusses. A seal on this drawinq or cover pa a 6750 Forum Drive listing this drawingp indicates acceptance of professional en c Lsneering responsibilityV solelyior the design shown. The suitability and use of t�1is drawing for any structure is the responsibility of the Building -Designer per ANSI/TA 1 Sec.2. Suite 305 For more information see these web sites: Alpine: alpine!tw.com: TPI: toinst.ora: SBCA: sbcacomponents.com: ICC: iccsafe.cro: AWC: awc.orc Orlando FL, 32821 SEQN: 393783 / HIP_ Ply: 1 Job Number: 32334 Cust: R 6666 JRef:1XcX66660013 T16 1I FROM: MW Qty: 1 ,Aburton Homes ,PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.44238 Truss Label: HJ5F SSB / WHK 02/09/2022 A 2'5'6 TO"14 _ I 2,5'6 47'8 2.83 p B2X4( �— 2'0"3 --{ 1112X4 C E 0 2'1"7 2'5'6 47'8 7'0"14 2'5"6 Loading Criteria (psf) Wind Criteria Snow Criteria (PgjPf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.244 B 127 360 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.207 B 149 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 D - - Des Ld: 37.00 D Kzt: NA HORZ(TL): 0.074 D Building Code: NCBCLL: 0.00 MeaEXP Mean Height: 26.46 ft Creep Factor: 2.0 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.346 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.396 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.174 Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP M-31; Bot chord: 2x6 SP SS Dense; Webs: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading The following trusses need concentrated loads at the end of their overhangs: 0-0-0 span/setback member on the 1-5-2 cant side requires 84 Ibs and the 0-0-0 span/setback member on the 1-5-2 cant side requires 84lbs. 011111101"11111 i Sub -fascia beam assumptions: 1-6-9 sub -fascia beam + on the 1-5-2 cantilever side. 1-6-9 sub -fascia beam on the 1-5-2 cantilever side. f C '•�.•• Hipjack supports 5-0-0 setback jacks with 1-5-2 ��••�■ JT � �•• y\VG �.` •••C) cantilever one face; 1-5-2 cantilever opposite face. `$ �• .- i Wind O. T48 i Wind loads and reactions based on MWFRS. • * ' • Wind loading based on both gable and hip roof types. • Additional Notes SAT 0 • 00% • Provide (2) 0.131 "x3.0", min. toe -nails at top chord. •• r' OAF •e• Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. , •• 'N ypt� 01. �cl, E�G COA tNAL 02/09/2022 T ,h 27'3"2 o_ N CV �+25'4"12 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G 608 /- /- /- /784 /- E - /-127 /- /225 /- /- D 50 /- /- /- 181 /- Wind reactions based on MWFRS G Brg Wid = 8.2 Min Req = 1.5 E Brg Wid = 1.5 D Brg Wid = 1.5 Bearing G is a rigid surface. Bearing G requires a seat plate. Members not listed have forces less than 375# **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, hand)!% shipping, installing, and, bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI an SBCA) fo'r sa ety practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a properryiy attached ri id ce!lin 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 Join Details, unless noted otherwise. FUer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANMCOWAM truss in conformance with ANSI] PI 1, or for handling, shipping,installation and bracinct of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawingq indicates acceptance of professional engineering responsibilityy solely'for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. Pn — infnr }inn eaa thaea u h eitae• Alnina• aWn.ihu enm• TPP }nine} rirn• RRr'..A• eh—nn—nantc enm• ICR• info nrn• AW(..• ­uc nrn Orlando FL, 32821 SEQN: 393533 / HIP_ Ply: 1 Job Number: 32334 Gust: R6666 JRef.IXcX66660013 T76 % FROM: MW Qty: 1 Abu ton Homes ,PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.43425 Truss Label: HJ7A SSB / WHK 02/09/2022 I i 4,9"5 9181,10 i f 4'9"5 + 411"5 D 2.83 p14 6 6 :3X4 C 1112X4 1 B v TA ifl N 1 1 10, =4X4 2,3„10 -{- 9,5"10 - 9'510 Loading Criteria (psf) Wind Criteria Snow Criteria (P�,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.032 F 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.058 F 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 C - - Des Ld: 37.00 EXP: D Kzt: NA HORZTL 0.023 C ( ) Building Code: NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor: 2.0 Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.670 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.853 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.322 Loc. from endwall: NA FT/RT:20(0)/10(0) GCp!: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Loading Hipjack supports 6-10-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. qti���►II�rJllfthh Provide (3) 0.131"x3.0", min. toe -nails at bottom chord.�;�w� •�S� rC, ��.� :•;y�GE r 7�08 1 I.A t ;T QNAI. ,av 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL G 421 /- /- P /312 /- E 308 /- P P /124 /- D 236 /- /- P /238 /- Wind reactions based on MWFRS G Brg Wid = 9.1 Min Req = 1.5 E Brg Wid=1.5 D Brg Wid=1.5 Bearing G is a rigid surface. Bearing G requires a seat plate. Members not listed have forces less than 375# **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'r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper!% attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. F�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the �,,,,� mw truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional encLsneering responsibility solely -for the design shown. The suitabil!t-y and use of this Suite 305 drawing for any sgIucture is the responsibility of the Building -Designer per ANSI(rPI 1 Sec.2. For more information see these web sites: Alpine: aloineitw.com: TPI: toinst.ora: SBCA: sbcacomponents.com: ICC: iccsafe.ora: AWC: awc.ora Orlando FL, 32821 SEQN: 412853 / SPEC Ply: 1 Job Number: 32334 Cust: R 6666 JRef:1XcX66660013 T30 % FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.41691 Truss Label: M1 SSB / WHK 02/09/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 9 12S 6'6'8 5'6'6 1'2' 012x4 M1 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-16 Pg: NA Ct: NA I CAT: NA PP Deflection in loc L/defl L/# Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.011 D 999 360 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.020 D 999 240 Risk Category: II EXP: D Kzt: NA Snow Duration: NA HORZ(LL): -0.005 D - - HORZ(TL): 0.008 G - Building Code: I Mean Height: 15.00 It Creep Factor: 2.0 BCDL: 4.2 psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.761 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.435 C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.497 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAN/P HC Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP SS Dense; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 0. 708 1 ,at• SAT O .: c030Q,illAl. 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL N 601 /- /- /441 /232 /338 1 514 /- /- /419 /293 P Wind reactions based on MWFRS N Brg Wid = 7.0 Min Req = 1.5 1 Brg Wid = 4.0 Min Req = 1.5 Bearings N & I are a rigid surface. Bearing N requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 372 -515 C-D 375 -413 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. N - M 209 - 645 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-N 676 -544 D-K 511 -312 B - M 442 -184 K - E 351 - 451 M - K 463 - 748 E - I 841 - 546 **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, hand lin& shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices nor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have �roperPy attached structural sheathing and bottom chord shall have a propefly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f�efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildinq�Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the �, ��,, truss m conformance with ANSI PI 1, or for handling, shipping,, installation and bracin of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of professional an sneering responsibility solely -for the design shown. The suitability and use of t�1is Suite For drawing for any sgructure is the responsibility of the BuildingUesigner per ANS11TPI 1 Sec.2.305 For more information see these web sites: Alpine: alpine!tw.com: TPI: Winst!orc: SBCA: sbcacomponents.com: ICC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821 SEQN: 397659 / MONO Ply: 1 Job Number: 32334 Cust: R 6666 JRef:1XCX66660013 T47 l l FROM: MW Qty: 6 ,Aburton Homes ,PATTERSON, DOUG RESIDENCE DnvNo: 040.22.1337.43597 Truss Label: M1B SSB / WHK 02/09/2022 7' 11'7 7' 4,7" 1112X44E 12 o3X4 4 p C rn -v I 3X4B(A1) A t �]E 1 1112X4 1114X10F 11'9" 1'6" 1 7' 4'7" 7' 117' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.020 B 999 360 BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.020 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 B - - Des Ld: 37.00 EXP: D Kzt: NA IHORZ(TL): 0.009 B Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.859 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.228 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.342 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.55 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types 0. 708 1 ,a';� SAT O epic : COA ONAL 02/09/2022 r, ro v I—V 2' 91. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL 1 530 /- /- /554 /455 /379 F 430 /- A /488 /496 /- Wind reactions based on MWFRS I Brg Wid = 8.0 Min Req = 1.5 F Erg Wid=- Bearing I is a rigid surface. Bearing I requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 701 - 647 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 642-1011 H-G 636 -1010 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - G 1147 -723 **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'r safPety practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)V attached structural sheathing and bottom chord shall have a properryly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. I#efer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the aumvmru W truss in conformance with ANSIITPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawintg or cover pa a 6750 Forum Drive listing this drawin indicates acceptance of professional en meering responsibility solely -for the design shown. The suitabili y and use of t�1is Suite 305 drawing for any s r'ucture is the responsibility of the Building�esigner per ANSI/TA 1 Sec.2. For more information see these web sites: Alpine: aloineitw.com: TPI: tpinst.orq: SBCA: sbcacomponents.com: ICC: icOsafe.orq: AWC: awc.orq Orlando FL, 32821 SEQN: 412802 / SPEC Ply: 1 Job Number: 32334 Cust: R 6666 JRef:1XcX66660013 T65 1 FROM: MW Qty: 1 'Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42520 Truss Label: M2 SSB / WHK 02/0912022 Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord: 2x4 SP #2; Bat chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 13A71 0 6'10' 121i111 14'0' 6'10' 6'1' 111. N2x4 T Snow Criteria (P9,,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NAI CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.012 D 999 360 Lu: NA Cs: NA VERT(CL): 0.022 D 999 240 Snow Duration: NA HORZ(LL):,-0.005 D - - HORZ(TL): 0.009 F - Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TO CSI: 0.794 TPI Std: 2014 Max BC CSI: 0.468 Rep Fac: Yes Max Web CSI: 0.553 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 20.02.00A.1020.21 iA/nvr= uc gyp` H. s W1 ,o :• SAT 0 : 4Q� 0.0 COA0lVAL,N ' aw"1011% 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL N 616 /- P /452 /235 /345 1 536 P 1- /434 /304 P Wind reactions based on MWFRS N Brg Wid = 7.0 Min Req = 1.5 1 Erg Wid = 4.7 Min Req = 1.5 Bearings N & I are a rigid surface. Bearing N requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 381 -541 C - D 384 -439 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. N - M 213 - 652 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - N 679 - 559 D - K 554 - 351 B - M 465 -194 K - E 336 -411 M - K 478 - 753 E - I 851 - 562 **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'r safety practices prior to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes ;page for additional information. Alpine, a division of ITW Buildin$gComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ,,,,r1,�,m,p,,,,1. truss in conformance with ANS'IffPI 1, or for handling, shipping,installation and bracing of trusses. A seal on this drawingq or cover pa a 6750 Forum Drive listing this drawingq indicates acceptance of professional enpsneering responsibilityy solely -for the design shown. The suitability and use of this drawing for any sfructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see these web sites: Alpine: aloineitw.com: TPI: tDinst.ora: SBCA: sbcacomnonents.com: ICC: iccsafe.Drn: AWC: awr.nm Orlando FL, 32821 SEQN: 4128051 SPEC Ply: 1 Job Number: 32334 i Cust: R6666 JRef:1X.X66660013 T70 %I FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43644 Truss Label: M3 SSB / WHK 02/0912022 151E 1410'13 i 15'2'Q 7'9• + 8'3°12 1'1.1 e 3X4 D 12 4 6SX8 m 13X4 B T A 12' H G 83 Z mH0310 1I 4- m3X6-3X4=3X8 5XE m2X4 1— 17• T 4V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP M-31; Bot chord: 2x4 SP #2; B3 2x6 SP #2; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2C TPI Sid: 2014 Rep Fac: Yes Plate Type(s): Res. 7ro•12 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L14 Gravity Non -Gravity VERT(LL): 0.014 C 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.026 C 999 240 N 661 /- /- /484 /248 /362 HORZ(LL): -0.006 C - - H 581 /- /- /467 /325 /- HORZ(TL): 0.009 E - - Wind reactions based on MWFRS Creep Factor: 2.0 N Brg Wid = 7.0 Min Req = 1.5 Max TC CSI: 0.353 H Brg Wid = 4.7 Min Req = 1.5 Max BC CSI: 0.567 Bearings N & H are a rigid surface. Max Web CSI: 0.617 Bearing N requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 20.02.00A.1020.21 B - C 389 - 605 i ,at SITOV6 COA 4ANAL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N - M 227 - 665 M - L 227 - 665 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - N 692 -595 C - J 567 -400 B - L 509 -192 J - D 405 - 468 L - J 539 -769 D - H 866 -616 **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 nor to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled 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 ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes, page for additional information. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the ,J,,,,,,Co,,,p,,,,,. truss in conformance with ANSI PI 1, or for handling, shipping,. installation and bracing of trusses. A sea! on this drawing or cover pa gqe 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibilityy solely -for the design shown. The suitability and use of th!s Suite 305 drawing for any structure is the responsibility of the Building -Designer per ANSINI 1 Sec.2. For more information see these web sites: Alnine: alnineitw.com: TPI: tninst.orw SBCA: shcacomnonents.com: [CC- iccsafe.orc: AWC: awc.orc Orlando FL, 32821 SEQN: 412811 / SPEC Ply: 1 Job Number: 32334 Cust: R6666 JRef.,1XcX66660013 T73 % FROM: MW City: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE Dnallo: 040.22.1337.44520 Truss Label: M4 SSB / WHK 02/09/2022 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x6 SP SS Dense; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 71.13 1, s7•ts s• " 2.06 B3 m2x10 L K I %6 a5x12 W3%5 167' i[.IV'liF. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA� CAT: NA PP Deflection in loc L/defl L14 Pf: NA I Ce: NA VERT(LL): 0.019 C 999 360 Lu: NA Cs: NA Snow Duration: NA VERT(CL): -0.038 1 999 240 HORZ(LL): -0.006 C - - HORZ(TL): 0.007 C - Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020, Res. Max TC CSI: 0.959 TPI Sid: 2014 Max BC CSI: 0.634 Rep.Fac: Yes Max Web CSI: 0.877 FT/RT:20(0)/10(01 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 to/At/G 0.7108 1 ,ate SAT O N, COAf78 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL M 707 /- A /519 /280 /343 H 627 /- A /463 /351 A Wind reactions based on MWFRS M Brg Wid = 7.0 Min Req = 1.5 H Brg Wid = 4.7 Min Req = 1.5 Bearings M & H are a rigid surface. Bearing M requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 496 - 689 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. M - L 224 - 598 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - M 736 - 642 D - J 388 -199 B - L 588 - 294 J - E 623 - 816 L - J 613 -800 E - H 765 -599 C - J 577 -452 **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) r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properr y 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 Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z far standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANmvconvaNr truss in conformance with ANSI 1, or for handling, shipping,, installation and bracingq of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of professional engqineering responsibilityy solelyTor the design shown. The suitability and use of t�is Suite 305 drawing for any structure is the responsiblllty of the Building -Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: aloineitw.com: TPI: toinst.orc: SBCA: sbcacomoonents.com: ICC: 1ccsafe.oro: AWC: awc.ora Orlando FL, 32821 SEQN:412816! SPEC Ply: 1 Job Number: 32334 Cust:R6666 JRefAXcX66660013 T68 %I FROM: MW Qty: 1 Abu,ton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43692 Truss Label: M5 SSB ! WHK 02/09/2022 77 13'10°1 17'3°13 1T 0°5 7T + 6'1° 3'S'13 6' 12 2.06 i4Mgll) 3X4 EF 12 4 p a X8 F 013X5 B T^ B3 H G IRI imxs =3X8 =3X4 .7X8 K102X70 1777 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.021 C 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.037 C 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 J - - Des Ld: 37.00 EXP: D Kzt: NA Mean Height: 15.00 ft HORZ(TL): 0.008 D NCBCLL: 10.00 TCDL: 4.2 psf Buildin Code: 9 i Cree Factor: 2.0 p Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.822 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.555 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.702 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WgVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B3 2x6 SP SS Dense; 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. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types.�utanrrunup,�r Laterally brace top chord below filler and bottom chord !ti H. %{'rrk�rr, �ri4 above filler at 24" o.c., including a lateral brace diaphragm that 1� `T�•.�••••..•� �iQ �••� at chord ends (If no rigid exists at point). s� G� S o.7U8 4 i • SAT O •, Q COA �QAIAL t�`N,, 02/09/2022 HIT 0'5 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL P 750 A /- 1552 /323 /315 H 670 /- P /454 1390 A Wind reactions based on MWFRS P Brg Wid = 7.0 Min Req = 1.5 H Brg Wid = 4.7 Min Req = 1.5 Bearings P & H are a rigid surface. Bearing P requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 615 -755 D - E 546 -455 C - D 527 - 520 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. P-O 217 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. B - P 802 - 683 O - L 700 - 855 B - O 651 -415 L - E 637 -740 O - C 435 - 259 E - H 781 - 634 **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, bV TPI and SBCA) fo'r safety practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properlly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Applgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. ffefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the mrrwcow ro� truss in conformance with ANSI gPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawmq or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional en c LIneering responsibility solelygor the design shown. The suitability and use of this Suite 305 drawing for any sgructure is the responsibility of the Building -Designer perIANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpine!tw.com: TPI: to!nst.ora: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821 SEQN: 412819 / SPEC Ply: 1 Job Number: 32334 i Cust: R 6666 JRef:1XcX66660013 T90 l FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.41551 Truss Label: M6 SSB / WHK 02/09/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " F�fY! 1090`10 " 2.06 F Mato G 0 I — "1 747 t0 70 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.018 1 999 360 Enclosure: Closed Lu: NA Cs: NA VERT(CL): -0.051 1 999 240 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 C - - EXP: D Kzt: NA I HORZ(TL): 0.006 C - - Building Code: I Mean Height: 15.00 ft Creep Factor: 2.0 BCDL: 4.2 psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.716 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.473 C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.716 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(() GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 1NA\/F Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP SS Dense; Webs: 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL M 643 /- P /475 /271 /308 H 556 P P /405 1326 /- Wind reactions based on MWFRS M Brg Wid = 7.0 Min Req = 1.5 H Brg Wid = 3.3 Min Req = 1.5 Bearings M & H are a rigid surface. Bearing M requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 527 - 592 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. M - L 194 - 538 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - M 739 - 598 D - J 392 -196 B - L 546 - 364 J - E 533 - 749 L - J 494 - 756 E - H 740 - 531 C - J 560 - 364 **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'r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted d1herwise, top chord shall have proper)y 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, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the �,nwco,,,, w truss in conformance with ANSI/ PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover paste 6750 Forum Drive listing this drawing indicates acceptance of professional en meering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the BuildingUesigner perANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: aloineitw.com: TPI: toinst.ora: SBCA: sbcacomoonents.com: ]CC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821 SEQN: 412822 / MONO Ply: 1 Job Number: 32334 Cusl: R6666 JRef*.1XcX66660013 T103 FROM: MW Qty: 1 'Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43488 Truss Label: M7 SSB / WHK 02/09/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " i IrI2 f�. i 5'S'14 10'2'12 11'4'12 f 5'S'14 4'8'114 1112X4 F 0 3X4 D 12 4 o3X4 C g7X4 A 10,10° 82 G 10• 113X6 =3X8 m.a WH00 8 11'6'12 5'S'74 5'S'14 ~t�• 1 14 10'tt'12 5 51Nf6212 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.007 C 999 360 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.013 C 999 240 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 C - - EXP: D Kzt: NA IHORZ(TL): 0.005 F Building Code: Mean Height: 15.00 ft Creep Factor: 2.0 BCDL: 4.2 psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.563 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.979 C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.349 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(6) GCpi: 0.18 Plate Type(s): I VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 IArAVF uc Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; B2 2x6 SP SS Dense; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL M 521 /- P /381 /209 /308 H 432 /- !- /359 /256 P Wind reactions based on MWFRS M Brg Wid = 7.0 Min Req = 1.5 H Brg Wid = 3.3 Min Req = 1.5 Bearings M & H are a rigid surface. Bearing M requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 331 - 397 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. M-L 188 -610 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - M 643 - 475 J - D 272 - 413 L - J 322 -624 D - H 759 -432 C - J 538 - 271 **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, byy TPI an SBCA) fo'r sa shipping, practices nor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have propery 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, 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. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinqqComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the * 11,,.W,,,,,,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional enppl�neering 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 Fnr mnra infnrmatinn sea thaw wph giteg• Alninp• alnineitw rnm• TPI• tningf nrn• RRr.A• gh—m—nantc rnm• I(:r• irr_cafo nrn• AW(`• nulr nrn Orlando FL, 32821 SEQN: 412827 / MONO Ply: 1 Job Number: 32334 Cust: R 6666 JRef:1XcX66660013 T105 FROM: MW Qty: 1 Job Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43253 Truss Label: M8 SSB / WHK 02109/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #1; Bot chord: 2x4 SP #2; B2 2x6 SP SS Dense; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 13 i 6'10'13 i L-13i 6'10'13 T 012 p E g4X4 C b 12 03X5 13 a A i 10'10. 92 F i 10' K m4X8 UH03 8 GI3X6 II13X5 8'2'13 i-1'7' 77°13 77'13 13 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA! CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA I Ce: NA VERT(LL): -0.023 H 999 360 Loc R+ / R- / Rh / Rw / U / RL K 400 /- P /290 /177 1261 Lu: NA Cs: NA VERT(CL): -0.068 H 999 240 Snow Duration: NA HORZ(LL): -0.004 C - - G 305 P P /270 /201 P HORZ(TL): 0.004 C - - Creep Factor: 2.0 Wind reactions based on MWFRS K Brg Wid = 7.0 Min Req = 1.5 Building Code: ' FBC 7th Ed. 2020 Res. Max TC CSI: 0.840 G Brg Wid = 3.3 Min Req = 1.5 2 Max BC CSI: 0.4 Bearings K & G are a rigid surface. Re Fa c: Yes Rep Max Web CSI: 0.492 Bearing K requires a seat plate. FT/RT:20(0)/10(0 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. VIEW Ver: 20.02.00A.1020.21 B - K 690 - 332 C - G 1157 -450 WAVE HS K -1 152 - 584 � ���w �tm�au�>tury,,�r � 1Y' ray i:............. f'''�: o. l08 1 ' ,,a t SAT O •�Q COA SI ON AL 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety. Information, bV TPI an SBCA) fr sa ety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have proper)% attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or B10, e. Am& plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f#efer to page a division of drawing for any structure is the For more information see these deviation from this drawing, any failure to build the of trusses. A seal on this drawing or cover page ar the design shown. The suitability and use of this A IPL NE m wcomp1Nr 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 4128331 MONO Ply: 1 Job Number: 32334 EB st: R 6666 JRef:1XcX66660013 T115 FROM: MW city: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE wNo: 040.22.1337.43925 Truss Label: M9 / WHK 02/09/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-16 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP SS Dense; Webs: 2x4 SP #3; W1 2x4 SP #2; Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). i 4'8'15 4!ip'15 f 4'8"15 2 CD 12 4 p Eo BI 3X4 a 1 10'10 B2 E l_10' KJ H I F 11108 �T [— 17„ Snow Criteria Pg: NA Ct: I Pf: NA Lu: NA Cs: Snow Duration Building Code: FBC 7th Ed. 2C TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/1 C Plate Type(s): 4'10'15 3'10"15 5" 3'10"15 'A 5 15" �2.."� 4"8i'09'15 3,Pf in PSF) Defl/CSI Criteria CAT: NA PP Deflection in loc L/defl L/# Ce: NA VERT(LL): 0.006 D 342 360 VERT(CL): 0.005 1 999 240 k HORZ(LL): -0.037 C - - HORZ(TL): 0.040 C - Creep Factor: 2.0 Res. Max TC CSI: 0.578 Max BC CSI: 0.151 Max Web CSI: 0.834 • Ve r: 20.02.00A.1020.21 i ,a t• SATOO COA �1,;8._ oivai. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL K 282 P P /191 /149 /266 F 175 P P 1188 /228 /- Wind reactions based on MWFRS K Brg Wid = 7.0 Min Req = 1.5 F Brg Wid = 3.3 Min Req = 1.5 Bearings K & F are a rigid surface. Bearing K requires a seat plate. Members not listed have forces less than 375# Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J - H 174 - 610 H - F 207 - 693 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. B - J 489 -234 K - J 484 -244 B - F 702 - 212 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, bVV TPI an SBCA) for sa shipping, practices pnor to performing these functions. Installers shall provide tempora per BCSI. Unless noted otherwise, top chord shall have proper!% attached structural sheathing and bottom chord shall have a properly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracinQ installed per BCSI sections B3, 87 or B10, icable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/? PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 'lls drawing indicates acceptance of professional engineering responsibilityV solely -for the design shown. The suitabili y and use of this I for any s ructure is the responsibility of the Building esigner per'ANSI/TPI 1 Sec.2. ALPINE NE Mw CD PAW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN:397662/ HIPM Ply: 1 Job Number: 32334 I Cust:R6666 JRef.'1XcX66660013 T48 %I FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44550 Truss Label: MH10B SSB / WHK 02/0912C T 7' 10,8115 i 11'9' 3'8"6 T 11011 1112X4 1114X8 T2 D EF I 11,9,E 471 7' 117' &" Loading Criteria (psf) Wind Criteria Snow Criteria ( I g,Pf in PSF) Defl/CSI Criteria A, Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.021 C 999 360 Loc R+ / R- ! Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.024 C 999 240 J 530 /- /- /558 /465 /349 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 B - G 433 /- /- /468 /491 /- Des Ld: 37.00 EXP: D Kzt: NA () HORZ TL : 0.009 B - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft I Creep Factor: 2.0 J Brg Wid = 8.0 Min Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf BCDL: 3.0 sf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.756 G Br g Wid = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.234 Bearing J is a rigid surface. Bearing J requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.568 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(() Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.55 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE HS VIEW Ver: 20.02.00A.1020.21 B - C 754 - 642 C - D 955 - 634 Lumber Top chord: 2x4 SP #2; T2 2x4 SP #3; Maximum Bot Chord Forces Per Ply (Ibs) Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Chords Tens.Comp. Wind B-I 636 -1017 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. C -1 793 -369 D - H 753 -422 1 - D 728 -1117 9111IN M H. • o. 708 1 ■ ,a SAT O ■: .� COA oNAL'_ 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and•bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fr safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a proprly id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, a._ App y plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to page a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the conformance with ANSI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawinp or cover page its drawing indicates acceptance of professional engmeenng responsibility solely -for the design shown. The suitabilif9y and use of this 1 for any s ructure is the responsibility of the Building Designer per!ANSI/TP1 1 Sec.2. A IPL NE M WCO vAW 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 412844 / HIPM Ply: 1 Job Number: 32334 Cust: R6666 JRef.,1XcX66660013 T52 % FROM: MW Qty: 1 Ab"ton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44597 Truss Label: MH11A SSB / WHK 02/09/2022 Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Soacina: 24.0 " i 5'5"8 10111° 13T _1�'9° r 5'5"8 I 578 2'8° �' UX a D EF 12 4 p 5 c i B A15 12' 4B2 10' 103X6 �3X8 17Xa 1112X4 12x4 [a 102X4 13'9° 17 5'5"8 5'5"8 318 65"8 10'11' 12"8 13'3" 13 i Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria i Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# A: 160 mph Pf: NA I Ce: NA VERT(LL): -0.012 C 999 360 osure: Closed Lu: NA Cs: NA VERT(CL): 0.020 C 999 240 Category: 11 Snow Duration: NA HORZ(LL): -0.007 C - - D HORZ(TL): 0.007 C Building Code: n Height: 15.00 ft Creep Factor: 2.0 L: 4.2 psf L: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.565 :RS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.318 Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.547 from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 I Duration: 1.60 WAX/P Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP SS Dense; Webs: 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at chord ends (If no rigid diaphragm exists at that point). 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL O 602 /- /- /444 /328 /396 H 515 /- /- /362 /432 /- Wind reactions based on MWFRS O Brg Wid = 7.0 Min Req = 1.5 H Brg Wid = 4.0 Min Req = 1.5 Bearings O & H are a rigid surface. Bearing O requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 514 - 517 D - E 508 - 309 C - D 458 - 378 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. O - N 183 - 541 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - O 736 - 557 N - L 485 - 818 B - N 476 - 339 L - E 536 - 879 N - C 436 -233 E - H 913 -494 **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, bV TPI and SBCA) fo'r safety practices pnorto performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted oTherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilinct Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or B10, as applicable. Apply ?fates to each face o1 truss and position as shown above and on the Join Details, unless noted otherwise. F�efer to ALPINE drawings 16OA-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildin;cjL Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the ANRWCOWi truss in conformance with ANSI PI 1, or for handling, shipping,installation and bracingq of trusses. A seal on this drawingq or cover page 6750 Forum Drive listing this drawin? indicates acceptance of professional enpineering responsibilittyv 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 these web sites: Alpine: aloineitw.com: TPI: tpinst.ora: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821 SEQN: 412850 / HIPM Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T56 % FROM: MW City: 1 Aburton Homes ,PAI I ERSON, DOUG RESIDENCE DrwNo: 040.22.1337.4298E Truss Label: MH13A SSB / WHK 02/09/2022 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " A7. 4 v3X4 T2 [12X4 54%4 B FG L E 4 p ®C4 m3X4 B A 1r K I H B2 MHO308 10' M J 103%6 63%8 a6X 8 N2X4 137 17, fi'8'8 I' 66'8 6'8'8 13T �6' 'lag' Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Wind Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.011 C 999 360 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.020 C 999 240 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 C - - EXP: D' Kzt: NA HORZ(TL): 0.008 F Building Code: I Mean Height: 15.00 ft Creep Factor: 2.0 BCDL: 4.psf BCDL: 3.0 psf FBC 7th Ed. 2020 Res. I Max TC CSI: 0.745 MWFRS Parallel Dist: h/2 to In TPI Std: 2014 Max BC CSI: 0.435 C&C Dist a: 3.00 it Rep Fee: Yes Max Web CSI: 0.492 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVG uc Lumber Top chord: 2x4 SP #2; T2 2x6 SP SS Dense; Bot chord: 2x4 SP #2; B2 2x6 SP SS Dense; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. AN1T M HOE S ,•• a.70� 1 COA O NAL��,, 02/09/2022 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL N 602 A /- /443 /307 /440 1 515 /- /- /388 /407 /- Wind reactions based on MWFRS N Brg Wid = 7.0 Min Reg = 1.5 1 Brg Wid = 4.0 Min Req = 1.5 Bearings N & I are a rigid surface. Bearing N requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 394 -517 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. N - M 204 - 620 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - N 688 - 545 C - K 486 - 301 B - M 442 -200 K - E 348 -440 M - K 464 -740 E - I 870 -568 **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, bVV TPI an SBCA) r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per SCSI. Unless noted otherwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a properryly attached ri id calling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the J4, �p 4yp„y truss in conformance with ANSIII PI 1, or for handling, shipping,installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawingg indicates acceptance of professional an lneering responsibility solely -tor the design shown. The suitability and use of this drawing for any sTructure is the responsibility of the Building�esigner periANSI/TPI 1 Sec.2. Suite 305 Fnr mnra infnrmafinn caw thaw mh sitar• Alnina• alninait- — TPI• fnincf nrn• RRr:A• chnanmmnnnanfc nnm• ICC• inncafa nrn• A%Alrt• nx., nrn Orlando FL, 32821 SEQN:397674/ HIPM Ply:: 1 Job Number: 32334 FROM: MW Qtyi Cust:R6666 JRef:1XcX66660013 T95 !I 1 'Aburton Homes, DOUG RESIDENCE DrwNo: 040.22.1337.45206 Truss Label: MH3B SSB / WHK 02/09/2022 3'1"12 3'1 '12 3.43 p = C 8 3X B(Al) TLi A I H 1112X4 I 10'0"7 1'97 3'1"12 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL 4.2 psf Building Code: 9 Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 by Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies Ld Case Loc. from endwall: Any FT/RT:20(0)/10(0i) GCpi: 0.55 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; T2 2x4 SP #1; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.87 to 55 plf at 3.15 TC: From 27 plf at 3.15 to 27 plf at 6.88 TC: From 55 plf at 6.88 to 55 pif at 10.03 BC: From 20 plf at 0.00 to 20 pIf at 3.15 BC: From 10 pIf at 3.15 to 10 plf at 6.88 BC: From 20 plf at 6.88 to 20 plf at 10.03 TC: 16 lb Conc. Load at 3.15 TC: 45 lb Conc. Load at 4.88, 6.88 BC: 4 lb Conc. Load at 3.15 BC: 45 lb Conc. Load at 4.88, 6.88 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 9'10"7 6'8"11 1113X5 T2 D E r-iT T 0 rn 2 G F �1 1114X8 6'8"11 9'10"7 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity VERT(LL): -0.031 H 999 360 Loc R+ / R- / Rh Non -Gravity /Rw /U /RL VERT(CL): 0.044 H 999 240 1 502 /- /- P /569 /- HORZ(LL): -0.006 C - - F 407 / /- P /413 /- HORZ(TL): 0.009 C - Wind reactions based on MWFRS Creep Factor: 2.0 1 Brg Wid = 8.9 Min Req = 1.5 Max TC CSI: 0.837 F Brg Wid = - Max BC CSI: 0.345 Bearing I is a rigid surface. Max Web CSI: 0.551 Bearing I requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 20.02.00A.1020.21 B - C 667 - 782 Mt►,aurn�utrr+r�,,����/ Q. 708 1 • i a • ,a't• SAT O .: ••a re, COAcSQJVAL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 732 - 611 H - G 746 - 594 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - G 502 - 683 **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 sh�ping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r sa ety practices pnor to performing these functions. Installers shall provide temporarryy bracing per SCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a propefly 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 lates 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 s�andard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildin4Components Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the MMCOe AW truss in conformance with ANSIPI1, or for handling, shipping,, installation, and bracin4 of trusses. A seal on this drawmq or cover page 6750 Forum Drive listing this drawin indicates acceptance of professional en lneenng responsibility solely -for the design shown. The suitability and use of fhis Suite 305 drawing for any sfructure is the responsibility of the BuildingUesigner per ANSI/TPI 1 Sec.2. Cnr _n in'n fine e.. }hoc. ­h cif. Alni nlnineit e n - TPh tninef nrn• fiRr:A• eh... mn n.nfe enm• ICC• i.... f. nrn• A1AK'.• auic nrn Orlando FL, 32821 SEQN: 397671 / SPEC Ply: 1 Job Number: 32334 Cust: R6666 JRefAXcX66660013 T49 I FROM: MW Qty.. 1 IAburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.43989 Truss Label: MH5B I SSB / WHK 02/09/2022 5'5"12 i 11'0"14 1,1i2"14 2 A 65"12 57"2 12. = 6X8 1113X5 12 3.43 12 T2 C D E TT0 3X4(A1) 0 F N (V 1112X4 1114X 0 11'2"14 5'5"12 5'5"12 T 57"2 11'0"14 { 1'12"14 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.026 H 999 360 LOG R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.033 H 999 240 1 528 /- /- /522 1507 /169 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 G F 410 /- /- /355 /431 /- EXP: D Kzt: NA Des Ld: 37.00 HORZ TL : 0.006 G ( ) Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 Building Code: I Creep Factor: 2.0 1 Brg Wid = 8.4 Min Req = 1.5 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 sf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.632 F Br Wid =- g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.200 Bearing I is a rigid surface. Bearing I requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.571 Members not listed have forces less than 375# Loc. from endwall: not in 4.50 ft FT/RT:20 0 110 0 () () Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.55 Plate Type(s): Chords Tens.Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 1489 -705 Lumber Top chord: 2x4 SP #2; T2 2x4 SP M-31; Maximum Bot Chord Forces Per Ply (Ibs) Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Chords Tens.Comp. Chords Tens. Comp. B - H 640 -1525 H - G 651 -1522 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. C - G 1520 -658 D - G 623 -167 pai 1p g o. T08 1 ,o :• SAT O •: rip coo I �ONAL %VMtWIVAVS""'N�• 02/09/2022 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly iid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, i e. Applgy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Ffefer to 60A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of any structure deviation from this drawing, any failure to build the of trusses. A seal on this drawing or cover page Jr the design shown. The suitability and use of Phis ALPINE NE mmYCowP 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 397699 / HIPM Ply: 1 Job Number: 32334 Cust: R6666 JRef1XcX66660013 T107 FROM: MIN Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42285 Truss Label: MH6C SSB / WHK 02/09/2022 I i 6' '2"5 14'4"11 20'5" 2, 4,102" 4,25 6'0"5 =4X4 ,7X8('*) T214E5 —3F4 1114G8 Q 4 T AB C T 13X7('•)X12 T IV H n 1 1 Q =3X8 q05 83 N K J T �^ I1°' VU T SR =3X4 =3X4 W B1=3X4(B1) =5X8 IIIHO310 20'5" I-17'� 2' 8'4"11 i _ 3'8°5 _ i 1111 L.- 1'6" —{ 6' 14'4"11 18'1" 190'1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.237 M 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.422 M 572 240 V 909 /- /0 /365 l671 /158 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.109 1 - - W 866 /- /- /567 /625 /- EXP: D Kzt: NA IL Des Ld: 37.00 Mean Height: 15.00 ft HORZ(T ) : 0.193 1 Wind reactions based on MWFRS V Br Wid = - Min Re NCBCLL: 10.00 Building Code: Creep Factor: 2.0 9 q = - TCDL: 4.2 psf W Br Wid = 8.0 Soffit: 0.00 BCDL: 3.0 sf FBC 7th Ed. 2020 Res. Max TC CSI: 0.903 9 P Bearing I is a rigid surface. Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.762 MWFRS Parallel Dist: h!2 to h � Bearing I requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies Iby Ld Case Max Web CSI: 0.470 Members not listed have forces less than 3754 Loc. from endwall: not in 4.50 ft FTIRT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE HS VIEW Ver: 20.02.00A.1020.21 B - C 914 - 928 F - G 1618 - 2260 Lumber C - D 950 - 966 G - H 1567 -2321 Top chord: 2x4 SP #2; T2 2x6 SP #2; D - E 2244 -2257 H -1 967 -1086 Bot chord: 2x4 SP #2; B1 2x6 SP SS Dense; E - F 2201 -2246 B3 2x4 SP M-31; Webs: 2x4 SP #3; W1 2x4 SP 42; Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ------(Lumber Dur.Fac.=125 / Plate Dur.Fac.=1.25) S - Q 1878 -1764 N - L 2185 -1448 TC: From 96 plf at 0.00 to 96 plf at 4.00 Q - P 1867 -1753 L - H 2O07 -1332 TC: From 55 plf at 4.00 to 55 plf at 22.01 P - O 2497 -1780 K - 1 913 - 781 BC: From 20 plf at 0.00 to 20 plf at 20.42 O - N 2497 -1780 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply (Ibs) (**) 2 plate(s) require special positioning. Refer to Webs Tens.Comp. Webs Tens. Comp. scaled late lot details fors special positioning ptttutnttgry����� requirements. P P 9 ,�A� htpy B - U 874 -867 F - N 423 -279 q h H* " B-S 1234-1214 N-G 414 -234 Wind � /••food*'••. '� i� S-D 1137 -1016 L-K 721 581 ��' •• G� S % Ii D - P 451 - 354 K - H 901 -1032 Wind loads based on MWFRS with additional C&Ca �� fi •.� I f- p - F 453 -271 member design. J �• Left end vertical not exposed to wind pressure. a �• 0.7108 Wind loading based on both gable and hip roof types. Deflection * s Max JT VERT DEFL: LL: 0.24" DL: 0.20". See detail SAT O DEFLCAMB1014 for camber recommendations. WA i • (V�g Provide for adequate drainage of roof. �• l •s+ • COAAJJgg 02/09/2022 **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 sa shipping, practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properr attached structural sheathing and bottom chord shall have a properryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the mnwmmpu truss in conformance with ANSI�fPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of professional engsneering responsibilittyv solelygor the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building -Designer per, ANSI/TP1 1 Sec.2. For more information see these web sites: Alpine: alp!neitw.com: TPI: toinst.cra: SBCA: sbcacomponents.com: ICC: iccsafe.ora: AWC: awc.orc Orlando FL, 32821 SEQN: 4128371 HIPM Ply: 1 Job Number: 32334 Cust: R6666 JRef:1XcX66660013 T67 FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44050 Truss Label: MH7A SSB / WHK 0210912022 s^ i 6-11- 127° _�_ 137_j 6'11° 5'8° 1' e5X8 1112X4 II14X4 C D EF 4 12 G3X4 0 B A T 12' H G ro Yo 82 N 1=10 N 1116' L K I 1113X6 _ =3X10 8I112X4 13V Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.022 C 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.040 C 999 240 M 947 /- /- /- /664 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 E - - G 1155 /- P P 1761 P Des Ld: V 00 EXP: D Kzt: NA HORZ(TL): 0.009 E - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 13.41 ft BuildingCo de: Creep Factor: 2.0 M Br Wid = 7.0 Min Re 1.5 9 q Soffit: 0.00 TCDL: 4.2 psf p BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.706 G Brg Wid = 4.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.429 Bearings M & H are a rigid surface. Bearing M requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.657 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 729 -1082 D - E 430 - 610 Lumber C - D 430 - 609 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP SS Dense; Maximum Web Forces Per Ply (Ibs) Webs: 2x4 SP #3; Webs Tens.Comp. Webs Tens. Comp. Loading B - M 676 - 885 D - J 583 -564 #1 hip supports 6-11-0 jacks with no webs. B - L 1001 -656 J - E 1366 -963 C-J 218 -395 E-H 746 -1112 Wind L-J 1035 -676 Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types �n _H. •nj��itr E •• o. T08 1 • 12, l`l s IL COA NA ,a 02/09/2022 **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, bV TPI an SBCA) r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)V 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. Apply plates to each face 6T truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the , r,,p ��„U truss in conformance with ANSI/) PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawingp indicates acceptance of professional engqi�neering responsibilittyv solely -for the design shown. The suitability and use of this Suite 305 drawing for any structure is the responsibility of the Building -Designer per ANSI(fPl 1 Sec.2. For more information see these web sites: Alpine: aloineitw.com: TPI: toinst.ora: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.oro Orlando FL, 32821 i SEQN:397668/ SPEC Ply: 1 Job Number: 32334 CuskR6666 JRef:1XcX66660013 T86 1 FROM: MW Qty: 1 Aburton Homes, PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.42114 Truss Label: MH7B SSB / WHK 02/0912022 4'1"8 T1"8 117' 9" 4'1 "8 2'11 %9 4'5"8 I 12 3.43 p 1114X8 1113X5 T V) Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; �— 1'6" 4'1"8 4-1 "8 11.91, t Criteria Snow Criteria (0g,Pf in PSF) i Sid: ASCE 7-16 Pg: NA Ct: NA CAT: NA A: 160 mph Pf: NA I Ce: NA osure: Part. Enc. Lu: NA Cs: NA Category:11 Snow Duration: NA D n Height: 15.00 ft Building Code: L: 4.2 psf L: 3.0 psf FBC 7th Ed. 2020 Res. =RS Parallel Dist: 0 to h/2 TPI Std: 2014 Dist a: 3.00 ft Rep Fac: Yes from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCp!: 0.55 Plate Type(s): I Duration: 1.60 WAI/M Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 1 T5"8 117' 491. Deft/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity VERT(LL): -0.027 C 999 360 Loc R+ / R- / Rh Non -Gravity /Rw /U /RL VERT(CL): 0.032 1 999 240 J 529 /- /- 1549 /494 /228 HORZ(LL): -0.006 H - - G 432 /- !- /392 /460 /- HORZ(TL): 0.006 H Wind reactions based on MWFRS Creep Factor: 2.0 J Brg Wid = 8.0 Min Req = 1.5 Max TC CSI: 0.901 G Brg Wid = - Max BC CSI: 0.255 Bearing J is a rigid surface. Max Web CSI: 0.401 Bearing J requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 20.02.00A.1020.21 B - C 1603 - 818 C - D 1664 - 774 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 759 -1764 1 - H 441 -1188 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 520 -153 D - H 1307 -486 I - D 411 - 628 E - H 498 -135 H. ' P,Off&* . k �- '� F 0 w��Or con 02/09/2022 **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, b TPI an SBCA) r sa shipping, practices pnor to performing these functions. Installers shall provide tempora bracing per SCSI. Unless noted otherwise, top chord shall have proper)\ attached structural sheathing and bottom chord shall have a properly attached riald ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10. as applicable. Apply Oates 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. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing, any, failure to build the ,,,,,, a truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of professional en sneering responsibility solely -for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building�esigner pert ANSI/TPI 1 Sec.2. Suite o For more information see these web sites: Alpine: alpineitw.com: TPI: tpinst.orc: SBCA: sbcacomoonents.com: ICC: iccsafe.ora: AWC: awc.ora Orlando FL, 32821 SEQN: 412841 / HIPM Ply: 1 Job Number: 32334 Cust: R6666 JRef.,1XcX66660013 T54 1 FROM: MW Qty: 1 Aburton Homes ,PATTERSON, DOUG RESIDENCE DnvNo: 040.22.1337.43723 Truss Label: MH9A SSB / WHK 02/09/2022 F. 1 8'11" a4X8 012X4 a3X4 D T2 E F G T 4 p / 3X4 112X4 B A 12' K I H B2 1112X10 18' M L J u3X6 S3X8 a7M Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 3.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; T2 2x4 SP #3; Bot chord: 2x4 SP #2; B2 2x6 SP SS Dense; Webs: 2x4 SP 43; Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/360. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 137 8'11" 12'5" 135 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA I Ce: NA VERT(LL): 0.012 J 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.034 J 999 240 N 602 /- /- /442 /348 /354 Snow Duration: NA HORZ(LL): -0.007 1 - - H 515 /- P /330 /416 P HORZ(TL): 0.007 1 Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 N Brg Wid = 7.0 Min Req = 1.5 FBC 7th Ed. 2020 Res. Max TC CSI: 0.951 H Brg Wid = 4.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.759 Bearings N & I are a rigid surface. Rep Fac: Yes Max Web CSI: 0.309 Bearing N requires a seat plate. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 20.02.00A.1020.21 C-D 507 -388 E-F 411 -211 D - E 412 -212 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. N-M 389 -810 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - N 471 - 247 E - K 462 -136 N - C 546 -486 K - F 518 -1007 M - K 399 - 656 F - I 984 -499 �¢ilUBtiUplt�b 0.1108 SAT O �: coo. ( 0 AL 02/09/2022 **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, b TPI an SBCA) for safety practices nor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have properr% attached structural sheathing and bottom chord shall have a properryly attached n id 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 Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Buildingcst�Components Group Inc. shall not be responsible r r for any deviation from this drawing, any failure to build the MMCOWA truss in conformance with ANSI PI 1, or for handling, shipping,, installation and bracing of trusses. A seal on this drawing or cover pa a 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibilityv solely -for the design shown. The suitability and use of this Suite For drawing for any sgr'ucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2.305 For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sboacom onents.com; ]CC: iccsafe.or ; AWC: awc.org Orlando FL, 32821 SEQN: 3976651 HIPM Ply: 1 Job Number: 32334 Cust: R6666 JRefAXcX66660013 T63 FROM: MW Qty: 1 Job Homes ,PATTERSON, DOUG RESIDENCE DrwNo: 040.22.1337.44739 Truss Label: MH9B KID / FV 02/09/2022 �3 7- 7- 1'8"6 210"11 =4X8 I D 8'$'-5 2'10"11 8;8"5 11'7" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Kzt: NA Des .00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Building Code: Soffit: 0.00 BCDL: 3.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 , Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.55 Plate Type(s): Wind Duration: 1.60 WAVE. HS Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP 42; Webs: 2x4 SP #3; Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types 1112XE F Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.021 B 999 360 VERT(CL): 0.023 B 999 240 HORZ(LL): -0.009 B - - HORZ(TL): 0.009 B - Creep Factor: 2.0 Max TC CSI: 0.742 Max BC CSI: 0.309 Max Web CSI: 0.260 Ver: 20.02.00A.1020.21 J�#0 " "'"`f� � i o. 708 1 r • COA I 0 zo M � t 12' 69„ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J 530 /- /- /561 /482 /289 G 433 /- /- /428 /475 /- Wind reactions based on MWFRS J Brg Wid = 8.0 Min Req = 1.5 G Brg Wid=- Bearing J is a rigid surface. Bearing J requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 905 -608 C - D 676 -407 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 581 -1072 I - H 362 - 613 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -1 785 -375 D - H 873 -519 D - I 490 - 645 02/09/2022 **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, bV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted otherwise, top chord shall have proper)y attached structural sheathing and bottom chord shall have a properryly attached ri rd ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW BuildinQQComponents 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 bracingof trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engsneering responsibility solelyor the design shown. The suitabiliand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE mmvmw 6750 Forum Drive Suite 305 Orlando FL, 32821 Commentary; Def lection and Camber Camber May be built Into trusses to compensate L = Span of Truss (Inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of 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 • Facilitates drainage to avoid ponding on flat or Live Load Total Load Low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag,' Roof Trusses • Avoids 'dips' in roof ridelines 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 Notel The �alli11 �+ load may be considerably less than Limiting deflection and estimating camber, Conditions or 1 may,, Y Y codes may exist that require exceeding these t� �I�n eo�lNgpd. recommendations, or past experience may warrant using .r�•``•••'�E •ws.• " r/ more stringent Limitations, SaX;' aVARIMa n READ NM FILLOJ ALL NO= W THIS DRAWM 2 mi 0• L REF DEFLEC/CAMB wwvwuu&w= FIRINISN nDs Dmwm TD ALL Catmc im DJqu1DDIG nE =TAI Lm4 • Trusses require extreme care In fabrkating, handling, shipping, Installing and bradrp. Ref - DATE 10/O1/14 follow the infest edition of BCSI ®uddlnp Component Safety Information, by TPI and SBC�A)p fo■ Unless notractices ed otherior to wise, top chord thesshall how propertyInstallers attached provide struct rain sheathing and b onchou` 1 • shall have a properly attached rigid ceiling. Locations sham for permanent lateral restrnFmt f g. S AT 0 ; � DRWG DEFLCAMB1014 shall have bracing installed per BCSI sections B3, D7 or 310, as applicable. Apply plates to eng i `, t• A LPI I�11 E of truss and position as shown above and on the ions. Details, unless noted otherwise. • c tom/ Refer to drawings 160A-Z for standard plate posltlonz� • �' "C `` e•�`�'V� Alpine, n division of ITV Beildtrhg Components Grcmu�� Inc, shall not be responsible for ony devin r �••••�•••:••••� ` this drawing. any fMure to build the truss In conformance with ANSI/TPI 1, or for handling, shlppi S AN ITW COMPANY Installation L bracing of trusses. Expressway A War ere y ver Pthe design age 11#g this shown, The this drawingof professional 'A�y /09/2022 514 Earth CityEx resswa far any is =resresponsdtty of Hiding Designer per A)SUTK 1 See2 Suite 242 Earth City. MO 63045 For more Information see this Job's general notes page and these web sites- ALPINE- www.alpinettw.coni TPI- wwwApi nstorgi SDCA- wwwsbcacomponentscomi ICO www1ccsafeorg STRONGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONGBACK BRIDGING TOGETHER 4' ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0,128'x3,0') NAILS IN 2 ROWS AT SCAB 6' O,C, NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTEi Details 1 and 2 (2) 10d COMMON (0,148'x3,0') OR BOX/GUN (0,128'x3,0') NAILS AT TOP AND BOTTOM OF_2x4 SCAB —ON BLOCK, ATTACH STRONGBACK TO BLOCK W/ (3) IOd COMMON (0,148'1 3,0') NAILS OR (4)10d BOX/GUN (0,128'x3,0') NAILS, T O are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON, (0,148'x3') NAILS OR (4) 10d BOX/GUN /128'x3,0') NAILS attachment methods O END, STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required 10' to 20' 1 row (at center of gW 20' to 30 2 rows 0 at each ll3 30' to 40 3 rows 0 at each U4 Over 40' rows at IV oc ) ►All scab -on blocks shall be a minimum 2x4 'stress graded lumber,' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' No -The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting in an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown In details, is recommended at 10' -0' O.C. (Max.) op -The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably, 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component, 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration, In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine, For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information), o j `HAdfC' k,��--.,,, �TO ACH , .....•, '• STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES ,'• DRAWM �rw r= Fu `EW NM s mAwm m,°iLA11�n[IN3n Tw m T&Lot& : e. 0• ILL PSF REF STRONGBACK DATE 10/01/14 follow thee es Intes�`t edltl" extreme BCEC31 ®ua�q CompotknQ nent SSaafe y r orna�ti°n, by07iPlbarr'd�saBCAi`v s t : ? TC DL PSF pprraactices prior to perforntrg these functlans. Installers shall provide tenpoi brac�p BCSI. e Unless noted otherwise, tap chordshan have properly attached structvnl sheathtr�0 ad b have W Locations SAT O BC DL PSF DRWG STRBRIBR1014 m shall a properly attached rI ceiling. shorn for ermwnent lateral restraint f • shatt have brodng Installed per SCSI sectians H3, 37 or B10, as applicable. Applyy Plates to eag ALPINE of truss and ppoosldon as sham above and on the Joint DetnAs, unless noted otherwise. . Refer to d[Aslgs of IT for standard pints positions - AlpIne, a dvlsian of ITV Bulldog components Group Inc shall not he rrsp, for any devlat . • tV •., ,+' ••.`, • BC LL PSF AN fTW COMPANY orf, this drae4g any falure tp hand the truss in confornanr� stth ANSI/TPI 1, °r far hnndlFg, ship* Installation dra of trusses. 1 .•' •s•„rIL �C� ��` V TOT, LD, PSF 514 Earth City Expressway is A seal an ilir drawing or cover pope Ikstfnp tfils drawing, 4udcntes acceptance nP professloruW ui-°•tp for arty b the iFw �trt lty salaly destan sho� � siirMper eI i Seca � t �09/2022 DUR, FAC, 1,00 Suite 242 Earth City, MO63045 For more Information see thls Job's general notes page and these web sltem ALPIM www,alpkrWtwocomi TPA wwwApinst.orgi SEC& wwwsbcacamponentscoml ICO wwwJccsmfe.orp SPACING