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Home My WebLink AboutTrussdbcu baebeenem<bmY iWdOKd nded uWq a plgtal4gnmaw. rhided ie xbhwd � miD� siTaOw mrct M id beng to m4nd deeewc.tmmM. Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando; FL 32821 ALPINE Phone:55-6001 vnwu.alpineitw.com mmiewrrmr #0 278 O8/29/2019 7RECEIVED 3 ST. Lumlttinn Site Information:.... - - --- Pa , At - Customer., Central Florida Truss, Inc. IJobNumber. 19-0503 Job Descrition: /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-4 LAS TORTUGAS Address., 112 ISLAND DUNES COVE, JENSEN BEACH, FL JobEngineering Criteria:... Design Code: FBC 2017 RES IntelllVlEW Version: 17.02.01 JRef #., 1 WO17610022 Wind Standard., ASCE 7-10 RoorLoad (psn: 20.00-15.00- 0.00-10.00 Wind S eed m h : 170 Floor Load s : None This package contains general notes pages, 103 truss dramAng(s) and 3 detail(s). Item,- Seal # , _ Truss, ---- 1 241.19.0742.28637 Ft 3 241.19.0805.04557 F3 5 241.19.0805.10183 F5 7 241.19.0805.36813 F7 9 241.19.0805.44067 F9 11 241.19.0806.09410 F11 13 241.19.0806.25530 F13 15 241.19.0830.18683 F15 17 241.19.0807.13560 F17 19 241.19.0807.20000 F20 21 241.19.0807.33117 F22 23 241.19.0808.13130 F25 25 241.19.0808.25113 F27 27 241.19.0808.32020 F29 29 241.19.0808.38740 F31 31 241.19.0808.41863 TF1 33 241.19.0843.22010 TF3 35 241.19.0844.50120 TF5 37 241.19.0845.08880 TF7 39 241.19.0845.23333 TF9 41 241.19.0820.13937 T2 43 241.19.0820.21557 T4 45 241.19.0822.10787 T5 47 241.19.0822.42063 T7 49 241.19.0823.10800 T9 51 241.19.0823.28553 T10 'Jtem ,Seal',# -., __ . Truss - - - - 2 241.19.0804.07223 F2 4 241.19.0805.07690 F4 6 241.19.0805.11530 F6 8 241.19.0805.41833 F8 10 241.19.0805.52590 F10 12 241.19.0806.15230 F12 14 241.19.0806.30197 F14 16 241.19.0806.38370 F16 18 241.19.0807.16673 F18 20 241.19.0807.24837 F21 22 241.19.0807.40467 F23 24 241.19.0808.21033 F26 26 241.19.0808.28090 F28 28 241.19.0808.36167 F30 30 241.19.0808.40403 F32 32 241.19.0842.22407 TF2 34 241.19.0844.34207 TF4 36 241.19.0815.35243 TF6 38 241.19.0816.15240 TF8 40 241.19.0820.11487 T1 42 241.19.0820.17637 T3 44 241.19.0821.57593 T4A 46 241.19.0822.29110 T6 48 241.19.0822.54940 T8 50 241.19.0823.19730 T9A 52 241,19.0823.32413 T11 Florida Certificate of Product Approval #FL1999 Printed 8/29/2019 1:55:40 PM gem lMadxwmrtluaEeendecOmkaaWW ud sided Wng.t Sigi .MrMd FLFiLj w c.we. .��.dgw d�.m.� M •�• ,� wMeduaMe Or MgNddeNud Va". 7 •. 5648 ALPINE mmvcov #0 278 OF : _cr o 08/29/2019 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 w .alpineitw.com Site Information:_._. _ .__. _ _ _. �P.a-e 2: Customer: Central Florida Truss, Inc. Job Number. 19-0503 Job Descr/ Lion: /OAKMONT CUSTOM HOMES I /HRIBAR RESIDENCE /LOT-4 LAS TORTUGAS Address: 112 ISLAND DUNES COVE, JENSEN BEACH, FL Item -'Seal# Truss,_ 53 241.19.0823.36547 T12 55 241.19.0823.53300 T14 57 241.19.0825.47547 T16 59 241.19.0826.19663 T18 61 241.19.0826.38377 T20 63 241.19.0826.59817 T20B 65 241.19.0827.11347 T23 67 241.19.0827.38630 T25 69 241.19.0840.08163 T27 71 241.19.0840.11657 T28 73 241.19.0840.42267 T53 75 241.19.0841.36870 V2 77 241.19.0841.49883 J1 79 241.19.0841.54237 J3 81 241.19.0831.15777 J5 83 241.19.0832.13637 J6 85 241.19.0832.35240 KJ1 87 241.19.0836.38463 KJ3 89 241.19.0838.53357 KJ5 91 241.19.0839.00143 KJ7 93 241.19.0839.02557 C1 95 241.19.0839.05483 C3 97 241.19.0839.09603 C4A 99 241.19.0839.16560 C6 101 241.19.0839.27580 C8 103 241.19.0840.00347 C10 Item _ .Sea[ # _ Truss 54 241.19.0823.43277 T13 56 241.19.0825.43180 T15 58 241.19.0825.51790 T17 60 241.19.0826.31583 T19 62 241.19.0826.42797 T20A 64 241.19.0827.05657 T21 66 241.19.0827.34110 T24 68 241.19.0829.06613 T26 70 241.19.0840.10030 T27A 72 241.19.0840.36343 T29 74 241.19.0841.10920 V1 76 241.19.0841.41017 V3 78 241.19.0841.51877 J2 80 241.19.0831.09253 J4 82 241.19.0831.18783 J5A 84 241.19.0832.15260 J7 86 241.19.0835.00153 KJ2 88 241.19.0836.51670 KJ4 90 241.19.0838.57570 KJ6 92 241.19.0839.01417 KJ8 94 241.19.0839.03707 C2 96 241.19.0839.07423 C4 98 241.19.0839.12430 C5 100 241.19.0839.23053 C7 102 241.19.0839.30970 C9 Florida Certificate of Product Approval #FL1999 Printed 8/29/2019 1:55:40 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or 1310, 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. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. U# = user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. Udefl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non -hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest & Paper Association, 1111 19th Street, NW, Suite 800, Washington, DC 20036; www.afandpa.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.co Page 2 of 2 SEQN: 14892 SY42 Ply: 1 Job Number: 19-0503 Cust R761 JRefaw017610022 T115' FROM: Qly: 1 /OAKMONTCUSTOM HOMES //HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0742.28637 Truss Label: F7 AK / DF 081292019 410"9 F 6110,19 + 11 9 2 4'16 F 7 I - 2,6„ - I- 1'8"2 -I f-1'8"1-I I� (TYP) m Loading Criteria (psg TOLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 But chord 4x2 SP #2 Webs 02 SP #2 =3X3 =3X3 �5X5 �3X3 �3X3 =3X3 =3X3 =5X5 A B C D E F G H I J III 1X4 =3XX4 =3X3 1111X4 1111X4 =3X3 =3X4 1111X4 Wind Criteria Wind Still: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height NAB TCDL: NA psf BCDL: NA Pat MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Additional Notes Refer to General Notes for additional information See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. I 11'9"2 Snow Criteria (Pg,Pf in PSF) Deg/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/de8 L/# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): 0.045 O 999 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.088 E 999 360 A 607 /- /- P A /- SnowDuration:NA HORZ(LL):-0.011 Q - - 1 608 /- /- /- /- P H0RZ(TL): 0.022 Q - - A Big Width =4.9 Min Req=1.5 Code /Misc Criteria Creep Factor: 2.0 1 Brg Wiidth=5.0 Min Req=1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.604 Bearings A & I are a rigid surface. TPI Sid: 2014 Max BC CSI: 0,432 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.173 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, FT/RT:12(0)15(0) Plate Type(s): D-E 0 -765 F-G 0 -765 WAVE VIEW Ver. 17.02.01A.1115.21 E-F 0 -841 08/29/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q-P 683 0 N-M 841 0 P-O 841 0 M-L 683 0 O-N 841 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-Q 614 0 G-L 0 -576 Q-D 0 -576 L-I 613 0 ALPINE µ� 6750 Foram Drive Suite 305 Odando FL, 32821 SEQN: 14889 SY42 Ply: 1 Job Number: 19-0503 Cust R761 JRef:1W017610022 T113 FROM: Qly: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LASTORTUGAS DmNo: 241.19.0804.07223 Truss Label: F2 AK / DF 08/29/2019 T 1 l 6'5"14 I 8'5"14 14'11"12 _l f 6'S"14 2' 6'514 (TMP) =3X3 =3X3 =5X5 =3X3=3X31111X4 1111X4=3X3 =3X3 =5X5 A B C D E F G H I J K L =[c IN 1V x4mi I COMM 6V 1111X4 =4X4 =3X3 =3XC3 =3X3 =3XX3 =4X4 1111X4 14'11"12 Loading Criteria (vs0 Wind Criteria Snow Criteria (P9.Pf in PSF) DefgCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Udell Lf# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.081 F 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.147 F 999 360 A 775 /- /-/- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL):-0.016 K - - K 775 /- /-/- Des Ld: 65.00 EXP. NA Kzt NA HORZ(TL): 0.032 S - - A Brg Width = 4.9 Min Req = 1.5 NCBCLL: 1o.00 Mean Height NA ft Code Criteria Creep Factor. 2.0 P K Erg Width=5.0 Min Req=1.5 Soft: 0.00 TCDL: NA psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.780 Bearings A & K are a rigid surface. Load Duration: 1.00 BCDL: NA Pat MWFRS Parallel Dist: NA TPI Ste: 2014 Max BC CSI: 0.539 Members not listed have tortes less than 375# Spacing: 19.2" C&C Dist a: NA it Rep Fac: Yes Max Web CSI: 0.238 Maximum Top Chord Forces Per Ply (Ibs) Chards Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)15(0) 1: NA GCpi: NA Plate Type(s): B-C 0 -500 G-H 0 -1411 Wind Duration: NA WAVE VIEWVer. 17.02.01A.1115.21 C-D 0 -474 H-1 0 -1149 D-E 0-1149 I-J 0 -474 Lumber E-F 0-1411 J-K 0 -500 Top chord 4x2 SP#2 F-G 0-1415 Bet chord 4x2 SP #2 Webs 4x2 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. Refer to General Notes for additional information S-R 943 0 P-O 1342 0 . 2x6 continuous sbongback. See detail R-Q 1342 0 O-N 943 0 STRBRIBR1014 for bracing and bridging Q-P 1415 0 recommendations. Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-S 844 0 I-N 0 -798 A S- D 0 -798 N- K 844 0 �5j F M B A .•.• �GENS�c'••.b4^a is L .e % XE OF : sr- #0 08/29/2019 INSTALLERS grope^y altachetl aWchlml sneaminqn antl bottortr0l chom shall have a progeny :streint otwebs shall have bmanaa ins lied per BGSI sections B3, B7 or d10, as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE NE not be respponsible for any deviation from this drawing,any failure to build the 6 Installation and bracing of trusses�Av seal on this drawing or cover page 6750 Forum Drive �itygof the 6uiltling Desig^er perAN81/7Pd�eSgc shown. The suitability Suite 305 ,LPINE: w aloineltw.com TPI:y hrinstora SBCA: x sbeadustrv.wm:ICU vmw.iruafe.om Orlando FL, 32821 SEQN: 14879 SY42 Ply: 1 I Job Number: 19-0503 CustR761 JRef:iWO17610022 T112 FROM: Qty: 9 /OAKMONT CUSTOM HOMES I1HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0805.04557 Truss Label: F3 AK / DF 08/29/2019 7'10" F 9'10.. 17'3" 7'10" 2' 7'10„ T 1 �4" 2'6" --1 IF,_ 2,3,E (TYP) 2,3,E ---� [4'{ =3X3 =3X3 �6X6 =3X3 =3X3 =3X3 =3X3 =3X3 =3X4 =6X6 AB C D E F G H I J KL E '0, MAIN I M\V V 01SEVIN/A 0T., A i E 101, 11115X4 =4X4 =3X3 =3X31111.5X4 1111.5X4 =3X3 =3XG4=4X41111.5X4 Loading Criteria (ps0 TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 Bol chord 4x2 SP #2 Webs 4x2 SP #2 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt NA Mean Height NAft TCDL: NA psf BCDL: NA pat MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpr NA Wind Duration: NA Additional Notes Refer to General Notes for additional information +2x6 continuous strongback See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 17'S" Snow Criteria (Pg,Pf In PSF) Do8/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell D# Pf: NA Ce: NA VERT(LL): 0.132 Q 999 48( Lu: NA Cs: NA VERT(CL): 0.233 G 892 36( Snow Duration : NA HORZ(LL):-0.026 K - - HORZ(TL): 0.048 U - - Code IMiscCriteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.828 TPI Sid: 2014 Max BC CSI: 0.933 Rep Fac: Yes Max Web CSI: 0,296 FT/RT:12(0)/5(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 11F,�F� •S��A -b J * L.ai ATE OF ;C•. #0 278 'OagN 08/29/2019 CONTRACTORS INCLUDING THE INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 915 /- A /- /- A K 915/- A Brg Width = 3.5 Min Req = 1.5 K Big Width = 3.5 Min Req = 1.5 Bearings A & K are a rigid surface. Members not listed have fames less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 0 -621 G-H 0 -1906 C-D 0 -592 H-1 0 -1416 D-E 0-1482 I-J 0 -486 E-F 0-1941 J-K 0 -517 F-G 0-2066 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp U- T 1174 0 Q- P 2066 0 T-S 1777 0 P-0 1734 0 S- R 2065 0 O- N 1084 0 R - Q 2066 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-U 1048 0 G-P 0 -428 U-D 0 -997 H-O 0 -573 D-T 556 0 0-1 598 0 T-E 0 -531 I-N 0 -1022 S-F 0 -424 N-K 1008 0 ALPINE µ 6750 Foram Drive Suite 305 Odantlo FL, 32821 SEQN: 14886 SY42 I Ply: 1 Job Number: 19-0503 Oust R761 JR.f:1W0178l00n Tel FROM: Qty: 7 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0805.07690 Truss Label: F4 AK / OF O8/292019 1 7'9"10 9'10"6 15'S'4 r 7'9"10 2'0"12 5'4"14 F4f"1 �-- 2'6" (TYP) =3X3 =6X6 =3X3 AB C D T m 1 S R Q 1111X4 =4X4 =3X3 Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Std: NA TOOL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt NA Des Ld: 65.00 Mean Height NAft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP 22501-1.9E Webs 412 SP #2 Additional Notes Refer to General Notes for additional information +2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up "IMPORTANT' FURNISHTHIS 27"10 f -- 2'4"14 --{ =4X5 =3X3 =3X3 =3X3 =3X3 =1X4 E F G H I =3X3 III'IX04 1111X4 =3X3 _ �4X4 KI III 15'3'4 Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in lot Udell L/# Pf: NA Ce: NA VERT(LL): 0.121 F 999 480 Lu: NA Cs: NA VERT(CL): 0.226 F 78, 360 Snow Duration: NA HORZ(LL):-0.025 R - - HORZ(TL): 0.048 R - - Code/Mist Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0'745 TPI Std: 2014 Max BC CSI: 0.611 Rep Fac: Yes Max Web CSI: 0,244 FT/RT:12(0)/5(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 1�Mm W ;S.F�Fi. TE OF f 4 ,LORNoG�?�kr 0278 �JYAli. 08/29/2019 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 780 !- /- /- /- /- T 792 /- P /- P P A Big Width =3.5 Min Req=1.5 T Big Width =7.3 Min Req = 1.5 Bearing A is a rigid surface. Bearing K Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 0 -513 F-G 0 -1436 C-D 0 -487 G-H 0 -1110 D-E 0-1190 H-1 0 -409 E-F 0-1463 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R- Q 966 0 O- N 1436 0 Q- P 1404 0 N- M 1430 0 P-O 1443 0 M-L 838 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-R 865 0 M-H 490 0 R-D 0 -81B H-L 0 -774 D-Q 403 0 L-I 782 0 Q-E 0 -385 I-K 0 -779 G-M 0 -610 smrei sneaulin ena uoaorn cnoru enan nave a pro eny lave bracinn ins Iled per BCSI sections 63, B7 or 10, on the JoinDetails, unless noted otherwise. keferto ALPINE q any deviation from this drawlt�g,any failure to build the trussesA this nrawing µn„ :Ing of seat on or cover page msibllittyv solely forthedeei nshown. The suitability 6750 Forum Drive Deslglier pefANSI1TPI1 att. Suite 305 n' TPI: t mtc : SBCA w.wtsbcintlus .wm: ICC: wnw.icrsafe.o Orlando FL, 32821 SEON: 14895 SY42 Ply. 1 1 Job Number: 19-0503 Cus9R761 JRet1W01761022 T120 FROM: Cry: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-4 LAS TORTUGAS DrxNo: 241.19.0805.10183 Truss Label: F5 AK / OF 0829/2019 Loading Criteria (pso TCLL: 40.00 TCDL: 20.00 BCLL 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0" Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP 92 Webs 4x2 SP #2 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt NA Mean Height NA it TCDL: NA Pat BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpI: NA Wind Duration: NA Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. any F-1,8"g— I (TYP) =3X4 =4X4 A B =3X4 G B, G F E D 1112X4 =4X4 =4X4 1112X4 f- 3'11"2 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): 0.001 B 999 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.002 B 999 360 D' 130 /- /- /- /- P Snow Duration: NA HORZ(LL): 0.000 C - - D Brg Width =47.1 Min Req = - HORZ(rL):0.000C - - Bearing G Fcperp = 335psi. Code /Misc Criteria Creep Factor. 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TC CSI: 0.204 TPI Sid: 2014 Max BC CSI: 0.021 Rep Fac:Yes Max Web CSI: 0.020 FT/RT]2(0)/5(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 Gips FCF. No. 648 % ATE OF f #0278 �ONAV 0829/2019 ES ON THIS DRAWINGI FACTORS INCLUDING THE INSTALLERS and bracina. Refer to and follow the latest edition of ALPINE .W n11'(IkAW 6750 Foram Drive Suite 305 Orlando FL, 32821 SEON: 14901 SY42 I Ply. 1 Job Number. 19-0503 Cust R761 JReE1WO17610022 T110 FROM: Div: 4 /OAKMONT CUSTOM HOMES //HRWAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0805.11530 Truss Label: F6 AK / DF 08/29/2019 Loading Criteria tps0 TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 T lV 1 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height NAft TCDL: NA psf BCDL: NA Pat MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCph NA Wind Duraton: NA Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. a division of I 9 2' 4 �1'1"4-- '4'i =3X3 =1X4 III1X4 =3X3 =5X5 A B C D E N Ie, H =3X3 1111X4 =1X4 =3X3 IIHX4 i 48"4 Snow Criteria(PB.Pf In PSF) DeFl/CSI Criteria ♦ Maximum Reactions(Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.017 C 999 480 Loc R+ / R- / Rh / Rw / U / RL 1 235 A /- A /- A Lu: NA Cs: NA VERT(CL): 0.028 C 999 360 Snow Duration: NA HORZ(LL):-0.014 C - - D 237 A /- /- A /- HORZ(TL): 0.024 C - - Creep Factor. 2.0 I Erg Width = 7.3 Min Req = 1.5 D Erg Width = 3.5 Min Req = 1.5 Code lMisc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.264 Beading D is a rigid surface. TPI Ste: 2014 Max BC CSI: 0.178 Bearing I Fcperp = 335psi. Rep Fac: Yes Max Web CSI: 0.087 Members not listed have forces less than 375# FT/RT:12(0)/5(0) Plate Type(s): VIEW Ver. 17.02.01A.1115.21 WAVE Sic No. 648 ATE OF •f•� ** ��OR10P•'� #0 278 ` �0A14 0829/2019 'ES ON THIS DRAWING[ 'RACTORS INCLUDING THE INSTALLERS and r tobpedo"ing these functiolns the stallers edition nuuroovide ternpolmirnvg lttached structural sheathinund bottom chord stlall have a properly webs shall have bracing ins _[led per BCSI sections B3, B7 or 10, above and on the Joint Details. unless noted otherwise. Refer to A IPL NE NinM'Cp.GIWI 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14904 SY42 Ply: i I Job Number: 19-0503 Cast R761 JRef:1W017610022 T100* FROM: Cry: 2 /OAKMONT CUSTOM HOMES I 1HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DmNo: 241.19.0805.36813 Truss Label: F7 AK / DF 08292019 Te T. Loading Criteria (ps0 TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 Got chord 4x2 SP #2 Webs 4)(2 SP #2 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt NA Mean Height: NAft TCDL: NA pat BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. 1'4"2 3'4"2 t 1,4„2 { 2 2 I (TYP) =3X3 =1X4 1111X4 1111X4 =3X4 A B C D Snow Criteria (Pg.Ff in PSF) Def#CSI Criteria ♦ Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): 0.006 B 999 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.011 B 999 360 H 230 A /- A /- A Snow Duration: NA HORZ(LL): 0.003 B - - E 244 /- /- /- /- P HORZ(TL): 0.005 B - - H Brill Width = 7.3 Min Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 E Brg Width =- Min Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.175 Bearing H Fcperp = 335ps1. TPI Std: 2014 Max BC CSI: 0.072 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.061 FT/RT:12(0)/5(0) Plate Type(s): WAVE VIEW Ver 17.02.01A.1115.21 e- J•FLE- O .•.•V .pENgF•.,••� No. 648 •'t ATE OF f e� �ORN4�� #0 278 At- rsi or t! Redthe �� ALPINE to build the vet pa Illty ,wm,,�•,s. 6750 Foram Dnve 1e sui Suite 305 CC: kwrv.locW.crq Orlando FL, 32821 FROM: 14907 SY42 I Qty: 1 /OAKMONT CUSTOM HOMES/MRIBAR RESIDENCE /LOT-0LASTORTUGAS DmNo: 24119080541833022 T1o5 Truss Label: FB AK / OF 08/292019 1'4" 2 3'4" 2 4'8"4 D 1'4" 2 I 2' 1'4"2 1 1 j (TYP) =3X3 =3X3 =1X4 1111X4 1111X4 =1X4 A B C D i V8"4 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,P1in PSF) DefUCSI Criteria ♦ Maximum Reactions (lbs), ar'=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.001 B 999 480 Lac R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.002 B 999 360 F• 98 /- A A /- A BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 D - - F Brill Width = 56.2 Min Req = - Des Ld: 65.00 EXP: NAKzt NA 0.000 D - - Bearing I Fcperp = 335psi. Noffit: 10.00 Mean Height NAft Code / Misc Criteria Creep FaMor. 2.0 Creep Factor. p Members not listed have tomes less than 375# NA TCDL: NA psf Soffit: 0.00 BCDL: NA psF Bldg Code: FBC 2017 RES Max TC CSI: 0.183 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.037 Spacing: 19.2" C&C Dist a: NA It Rep Fac: Yes Max Web CSI: 0.027 Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): Wind Dursfion: NA WAVE VIEW Ver. 17.02.01A.1115.21 Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. �LFM V ••• S4i ic •. 4' No. 96648 's ATE OF 0R%q"6 (• ••tiMwN3% #02781ONAL M omerwlse,top cnom snail nave properly attaching structural sneatgm anti bottom cnom snail nave a pro eny shown for ppemlanent lateral restraint of webs shall have bracinp ins, led per BCSI sections B3, B7 or �10, each face, of truss and position as shown above and an the Joint Details, unless noted otherwise. Refer to ALPINE late positions. q Components Group Inc. shall not be responsible for any deviation from this dmwing,any failure to build the µm,.o TPI 1, or (or handiing. shipping, I' [at and bracing of tmssesA Seat on this drawing or cover pace 6750 Forum Ddve acceptance of pra7esslonaT engineering reiimmiubiliN solely for the design shown. The suif"abllity Suite 305 any structure is the responsibility of the wilding Deaig er per ANSIr IS ec.2. ,ral notes been and these web sites: ALPINE: wwwalbineitw.ccm:TPI: wwv.tbinstoro SBCA: wwwsbdndusW,wnn::CC: www.loban.om Orlando FL, 32821 SEON: 14910 SY42 Ply: 1 Job Number: 19-0503 Cyst R981 JRefawO17610022 T107 FROM: Oty: i /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-4 LAS TORTUGAS DmNo: 241.1910805.44067 Truss Label: F9 AK / DF 08129/2019 Loading Criteria (ps0 TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 Bot chord 42 SP #2 Webs 4)2 SP#2 f on Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzC 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 Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC: From 48 plf at 0.00 to 48 plf at 4.52 BC: From 4 plf at 0.33 to 4 plf at 4.52 TC: 244 he Conc. Load at 1.58, 3.58 Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. *'IMPORTANT' "2 VY4 4'7"12 f' R1'8"8 i 1�T'8 �'' �— 1'112--{ 10"—{ =3X3 =5X5 =3X3 111IX4 =1X4 A B C D E T. T /h 99" G8 III1X4 =3X3 =3X3 =1X4 111X4 4712 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Varies by Ld Cast FT/RT:12(0)/5(0) Plate Type(s): WAVE DeR/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udef1 L/# Gravity Non -Gravity VERT(LL): 0.021 C 999 480 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.034 C 999 360 A 327 /_ /_/- HORZ(LL):-0.0131 - - G 395 /- /- A /- A HORZ(TL): 0.020 1 - - A Brg Width = 3.5 Min Reel = 1.5 Creep Factor. 2.0 G Brg Width = 7.3 Min Req = 1.5 Max TC CSI: 0.296 Bearing A is a rigid surface. Max BC CSI: 0.215 Bearing G Fcperp = 335psi. Max Web CSI: 0.125 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. VIEWVer: 17.02.01A.1115.21 IH -E 444 0 E-G 0 -405 (E�f'Ay% F� EO •••' rYyC�•••••V- • No. 648 1 ,y,• A7E OF ••f O.t��•h� O RN�P.��. #0 278 ` �UNAt. 08/29/2019 -S ON THIS DRAWING! 2ACTORS INCLUDING THE INSTALLERS Jduml sheattllnp and bottortl cnora small nave a progeny Lave braclnp installed per BCSI sections B3, B7 or 10, on the Joint Details, unless noted otherwise. Refer to ,r any deviation from this this r.�awin failure to build the -ing of trussesA eat on this tlravimg cover page, ,Ty ALPINE uummw , 6750 Forum Drive . msibllily solely o1 the den shown. The suidblli Suite 305 Desigder per ANSI/TPI 112 c.2. n TPI Apinstom MICA- bdndustr,wm,`Icc ci,saftiorn Orlando FL, 32821 SEQN: 14913 SY42 Ply: 1 Job Number: 19-0503 Cust R701 JRet1W017610022 T113 FROM: Qty: 2 /OAKMONT CUSTOM HOMES /1HRIBAR RESIDENCE /LOT4 LAS TORTUGAS DrwNo: 241.19.0805.52590 Tress Label: F10 AK / OF 08/29/2019 Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Ste: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt NA Des Ld: 65.00 Mean Height NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" CBC Dist a: NA fl Loc. from entlwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 42 SP #2 Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. i 1'8" 12 3 '84 4'7"12 f 1'8°12 + 1'8"8 + 1.2.8 1 -3X3 =3X3 III1X4 -1X4 C D E TV fV I 4'7"12 i Snow Criteria (Pg,Pf 'aPSF) DeR/CSI Criteria ♦ Maximum Reactions(lbs) Pg: NA Ct: NA CAT: NiPP Deflection In loc Udefl L## Gravity Non -Gravity PC NA Ce: NA VERT(LL): 0.012 C 999 480 Lac R+ / R- / Rh / Rw / U / RL A 235/- Lu: NA Cs: NA VERT(CL): 0.022 C 999 360 Snow Duration: NA HORZ(LL):-0.008 I - - G 233 /- /- /- A /- HORZ(TL): 0.0141 - - A Brg Width =3.5 Min Req=1.5 Code /Mise Criteria Creep Factor. 2.0 G Brg Width =Z3 Min Req=1.5 Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes Max TC CSI: 0.192 Max BC CSI: 0.142 Max Web CSI: 0,071 Bearing A is a rigid surface. Bearing G Fcperp = 335psi. Members not listed have forces less than 375# FT/RT:12(0)/5(0) Plate Type(s): VIEW Ver. 17.02.01A.1115.21 WAVE G%.AS a No. 648 ATE OF f cr #0278 OJVAL 08/29/2019 1 ALL NOTES ON THIS DRAWINGI \LL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing., Refer to and follow the latest edition of (iG81 (Building �actices prior to perfonnmg these funct9ions Instalrtllersp shall provipde tempos in xsUaPit ofwebe shall have breca" mTaalleC penBG51 seclions 83�87 oroBiOy as shown above and on the Join t9Datails, unless noted otherwise. keter to not be responsible for any deviation from this drawing any failure to build the Uqq Installation and bracing of tmssesA seal on thi drawing or cover pa e Q9ineerin2 respojslbtity solelyforthe�es, nshown. The suitability ALPINE NE .W 111tlOx('ARr 6750 Forum Drive Suite 305 Orlando FL, 32821 SEDN: 14942 SY42 Ply: 1 Job Number: 19-0503 Cuet R761 JReraW017610022 T47 FROM: Oty: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOTA LAS TORTUGAS DmNo: 241.1 9.0 6.09410 Truss Label: F11 AK / DF 08/29/2019 Loading Criteria (ps0 TOLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 Bat chord 4x2 SP #2 Webs 4x2 SP #2 1 2'5"4 'l, �— 1,4„8 ,i =3X3 =3X3 �5X5 =3X3 =1X4 A B C D E J I H 1111X4 =3X3 �3X3 =1X4 1 47"12 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 48 plf at 0.00 to 48 plf at 4.52 BC: From 4 pit at 0.33 to 4 plf at 4.52 TC: 212lb Conc. Load at 0.44, 1.92 TC: 206 lb Conc. Load at 3.92 Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Snow Criteria (P9,Pf 1n PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Bid: 2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/5(0) Plate Type(s): WAVE 1111 X4 Defl/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.0151 999 480 VERT(CL): 0.0241 999 360 HORZ(LL):-0.003 E - - HORZ(TL): 0.005 E - - Creep Factor: 2.0 Mex TC CSI: 0.931 Max BC CSI: 0.107 Max Web CSI: 0.098 VIEW Ver. 17.02.01A.1115.21 FL M�/��..F• (ern /� No. 648 •: OF f c� O �•��ORNpP,a,��C. 40278� l�lYAV 08/29/2019 ES ON THIS DRAWINGI FACTORS INCLUDING THE INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 464/- G 400 /- /- /- A /- A Erg Width =3.5 Min Req=1.5 G Brg Width =7.3 Min Req=1.5 Bearing A is a rigid surface. Bearing G Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E-G 0 -383 ALPINE µ� Suite Forum Drive Suite305 Orlando FL, 32821 SEQN: 14917 SY42 Ply: 1 Job Number 140503 Custft761 Jnet1W017610022 T104 FROM: Qty: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LASTORTUGAS DmNo: 241.19,0806.15230 Tmss Label: F12 AK / DF 08/29/2019 Loading Criteria (psf) TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt NA Mean Height: NAft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. `IMPORTANP' 1'4"11 2'4"11 3'11"14 1'4"i t i 1' � 17"3� f— 1'0"3 -� f— 1'0"3 -' �� 3X4 1111X4 1111X4 =5X5 A B C D E F 9.9.. m 1112X4 �3X3 =3X3 1111X4e Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE DeVCSI Criteria PP Deflection in loc L/defi Lf# VERT(LL): 0.008 C 999 480 VERT(CL): 0.013 C 999 360 HORZ(LL):-0.002 C - - HORZ(TL): 0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.243 Max BC CSI: 0.082 Max Web CSI: 0.048 VIEW Ver. 17.02.01A.1115.21 08/29/2019 INSTALLERS ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J 212 /- /- /- /- /- E 201 /- /- /- /- A J Brg Width =- Min Req= - E Brg Width = 3.5 Min Req = 1.5 Bearing E is a rigid surface. Members not listed have forces less than 375# ALPINE .V11MGWw 6750 Foram Drive Suite 305 Odandc FL, 32827 SEQN: 14933 SY42 Ply: i Job Number: 19-0503 Cusc R761 JRefaW017610022 T106 FROM: Qty: 7 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOT4 LASTORTUGAS DmNo: 241.19.0806.25530 Truss Label: F13 AK / OF 08/29/2019 Loading Criteria (ps0 TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" 4'5"70 7'3"2 2B^1'6B _'i if-22"12—" =3X4 =3X4 =3X3 �3X8 =1X4 A B C D J I 1112X4 =3X3 i 47'14 Wind Criteria Wind Sid: ASCE7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 It TCDL: 5.0 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 T. �kril�TlgsI 8 G F F =3X4 -1X4 1112X4 274 7'3"2 Snow Criteria (PoPf in PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L1# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.030 F 999 480 Loc R+ / R- / Rh / Rw / U / RL J 206 /-205 /- /152 /168 /238 Lu: NA Cs: NA VERT(CL): 0.058 F 561 360 Snow Duration: NA HORZ(LL): 0.008 D - - H 2657 /- A /343 /1296 A HORZ(TL): 0.015 D - - Creep Factor:.2.0 Wind reactions based on MWFRS J Big Width =- Min Req = - Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.993 H Brg Width = 8.0 Min Req = 2.0 TPI Sid: 2014 Max BC CSI: 0.136 Bearing H Fcperp = 335psi. Rep Fac: Varies by Lit Case Max Web CSI: 0.203 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/5(0) Chords Tens.Comp. Plate Type(s): I VIEWVer. 17.02.01A.1115.21 WAVE B-C 839 -484 Top chord 4x2 SP 2700f-2.2E Bot chord 4x2 SP #2 Webs 4x2 SP #2 Special Loads —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 96 pit at 0.00 to 96 pif at 4.66 TC: From 435 pit at 4.66 to 435 pif at 7.14 BC: From 8 pif at 0.00 to 8 plf at 7.14 TC: 870 lb Conc. Load at 4.66 Hangers / Ties (J) Hanger Support Required, by others ' MIllf Wind • /�S F rh�>1� Wind loads based on MWFRS with additional C&C member design. G+�•%••••�ejveC /#/ y Left end vertical not exposed to wind pressure. •• ;G, �Ar�•••. 0 ♦• 1 • •• V- Right canfilever is exposed to wind •� Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J - 1 492 -349 H - G 447 -692 I - H 349 -480 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 434 -202 H-C 1064 -2214 A-1 265 -424 C-G 611 -311 I-B 438 -187 G-D 317 -603 B - H 403 -543 Additional Notes 17V. VV`aV Refer to General Notes for additional information i _ Negative reaction(s) of -205# MAX. from a non -wind • 6 load case requires uplift connection. See Maximum Reactions. ATE OF •j��. Truss must be installed as shown with top chord up. %J P O� Note: Truss not designed to be installed in reverse •%, O^p�••A�� orientation. Truss must be installed as shown. �O�NM #0 278 08/29/2019 TO ALL CONTRACTORS INCLUDING as a division of ALPINE INInICON9.FY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON:14939 SY42 Ply: 1 1 Job Number: 19-0503 Cust:R761 JR&:1WO17610022 T117 FROM: Oty: 1 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DwNo: 241.19.0806.30197 Truss Label: F14 AK / DF 08/29/2019 Loading Criteria (ps0 TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 T3"2 4'5"10 i- 2'6 1 1'6"6—{ [-2'2"12—� =3X5 =3X4 =-4X4 =,IV =1X4 A B C D T 1a G F =4x4 =1X4 J I =3X6 1112X4 1112x4 �4X4 r 47"14 27'4 -� TY2 Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Part. Enc. Risk Category: II EXP: D Kzt: NA Mean Height: 15.00 fit TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist >2h C&C Dist a: 3.00 ft Loc. from endwall: not in 14. GCpi: 0.55 Wind Duration: 1.33 Special Loads —(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) TC: From 96 pit at 0.00 to 96 plf at 7.14 BC: From 8 pit at 0.00 to 8 pif at 7.14 TO: 754 lb Conc. Load at 7.14 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes Refer to General Notes for additional information Negative reaction(s) of-566# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Snow Criteria (P9,Pf in PSF) Pg: NA CC NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Varies by Ld CasE FT/RT:12(0)/5(0) Plate Type(s): WAVE Deg/CSI Criteria PP Deflection in too Udell L/# VERT(LL):-0.052 F 630 480 VERT(CL): 0.086 F 379 360 HORZ(LL):-0.015 D - - HORZ(TL): 0.025 D - - Creep Factor. 2.0 Max TC CSI: 0.879 Max BC CSI: 0,222 Max Web CSI: 0.297 VIEW Ver: 17.02.01AA 115.21 a4f VScr••.;�C y, 3'iAiE OF i � 0��oRN®�G1a��cr #0278 08/29/2019 ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL J' 27 /-142 A 1103 160 /60 H 1876 A A /304 11186 /- J /-325 1 /-239 Wind reactions based on MWFRS J Brg Width =47.9 Min Req = - H Erg Width = 8.0 Min Req = 1.5 Bearings J & H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp: Chords Tens. Comp. B-C 1261 -756 C-D 565 -339 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 386 -349 H-G 709 -1188 I-H 420 -970 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-1 299 -482 H-C 715 -1102 I - B 751 -493 C - G 1053 -625 B-H 611 -974 G-D 618 -1030 INSTALLERS ow the latest edition of BCSI (Building is, Installers shall rovide tedlporary nd bottom chord sllall have a pro any led per BCSI sections B3, B7 or 810. :, unless noted otherwise. Refer to ALPINE NE mmnmurxr 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 15001 SY42 Ply: 1 Job Number: 19-0503 Cust R761 JRef.1WO17610022 T98 FROM: Qty: 9 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0830.18683 Truss Label: F15 AK / OF 08/292019 2 2'8"12 IT 13'2 24'2"8 "8 r 11.2"6 I 2, 1P0.2 i p 107'6 10'8"6 I {i 'I I"0•,4��T0•,4� =5X5 =5X5 -W=3X4 -7X6 =6X6 =5%5 =4X4 1111.5%6 1111.SX6 =W=3X4==5X5 -5X5 =-6X6 =6%8=6X6 15X4 AS C D E F G H I J K L M N 0 P Q (V AH AG AF AE AO AC AB 2 Y X W 1113X3 =7X7X6 =6X6 =5%5 4%4 �5%5 =5X5X5 -5%5 =5X5 =6X6 V AJ T S =8X8 Me -1.5X4 =W=3X5 =W=3X4 =6%81112X5 24'4" -y= 27"4- 26'11"4 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DeR/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: ASCE 7-10 Pill: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 20.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.217 G 999 480 LOC R+, / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.354 G 817 360 A 1261 /- /- (790 /842 /225 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.030 AH - - AJ 4052 /- /- /982 /2101 A EXP: D Kzt NA HORZ TL 0.049 AH - - Des Ld: 65.00 ( ) Wind reactions based on MWFRS Mean Height: 15.00 R NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2 A Brg Width = 3.5 Min Req = . TCDL: 5.0 psf Soffit: 0.00 Bldg FBC 2017 RES Max TC CSI: 0. 0.790 Brg Width = 8.0 Min Req = .1 AJ 3 BCDL: 3.0 sf P TPI Bid: 2014 Max BC CSI: 0.630 Bearing A is a rigid . Load Duration: 1.00 MWFRS Parallel Dist: 0 to h = 335p/2 Bearing AJ Fcperp = 335psi. Spacing: 19.2" CaC Dist a: 3.00 it Rep Fee: Varies by Ld Case Max Web CSI: 0.440 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:12(0)/5(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.55 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 A -B 462 -330 1-1 3764 -3961 Lumber B-C 1278 -946 J-K 3764 -3951 Top chord 4x2 SP 2250f-1.9E:T24x2 SP#2: C-D 2502-2390 K-L 3764 -3961 Bot chord 4x2 SP #2:83 4x2 SP 2250f-1.9E: D - E 3323 -3365 L - M 3189 -3318 Webs 4x2 SP #2 E - F 3841 -3990 M - N 2290 -2302 F-G 4024-4239 N-O 1066 -910 Special Loads G - H 4025 -4243 O - P 1773 -792 -(Lumber Dur.Fac=1.00/Plate Dur.FaC=1.00) H-I 4022-4239 P-Q 708 -308 TC: From 96 pif at 0.00 to 96 pif at 24.33 TC: From 435 plf at 24.33 to 435 plf at 26.69 BC: From 8 pif at 0.33 to 8 plf at 26.81 Maximum Bot Chord Forces Per Ply (Ibs) TC: 87011hConc. Load at 24.33 Chords Tens.Comp. Chords Tens. Comp. TO: 7541b Conc. Load at 26.81 AG-AF 1822 -1580 Z-Y 4182 -3713 Wind AF-AE 2945 -2574 Y-X 3727 -3338 Wind loads based on MWFRS with additional C&C WMiLi AE-AD 3769 -3304 X- W 2895 -2641 memberdesign. F F' FL AD -AC 3769-3303 V-U 1701 -1611 AC -AB 4243-3759 V-U --765 Right cantilever is exposed to wind •••••••een % 331 AB -AA 4243 -3759 U-T 331 -765 • Additional Notes �Ci��iS'• ••e• �j AA- Z 4182 -3713 O •••• Refer to General Notes for additional informaton •� Maximum Web Forces Per Ply (Ibs) +2x6 continuous strongback. See detail Webs Tens.Comp. Webs Tens. Comp. STRBRISR1014 for bracing and bridging No. 648 recommendations. v B-AG 1561 -1387 Y-L 557 -400 Truss must be installed as shown with top chord up. �j • il' AG- C 1279 -1507 L-X 589 -855 • C-AF 978 -900 X-M 882 -681 It is the responsibility of the building designer • to this dwg '}Z ATE OF f [ AF- D 810 -955 M - W 866 -1191 and truss fabricator review prior to cutting lumber to verify that all data, including s •t� D-AE 722 -675 W-N 1234 -964 dimensions and loads, conform to the architectural Q 1�`! Qo o :��/ AE- E 581 -696 N -V 1142 -1459 E-AC 425 V-O 1388 plans, specifications and fabricator's truss layout. ••l^•N••• , -380 -1220 AC-F 306 -466 O-U 1280 -2276 pp`t IO�%'�•' F-AB 500 -258 U-P 841 -1839 #0278 AA-1 534 -223 P-T 800 -324 08/29/2019 I-Y 355 -585 T-Q 521 -1195 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuuire eMreme tale in fabriwtinpp, handlingq shipping, installing and brac'ng.,Referto and follow the latest edition of BCSI (Building Component Safety IInformaLon, b TPI and SBCA) 5i safety practices poor to peonnmg these functions. Installers shall provide tamponr[ bracing per BCSI,., tJnless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly _ attachetl rigid ceiling Locations shown for ermanent lateral restraint of webs shall have brapin installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face,o�iruss and position as shown above and 0n the Jgin�Details, unless notetl otherwise. fiefer to drawings i60A-Z far standard plate positions. ALPINE Al me, a division of ITW SullId�in Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .wmvmur w drawing miss in conformance with ANSI�'PI 1, or for handling shipping, installation and bracing of tmssesA seal on this or cover po e, , 6750 Foram Drive listing this drawing indicates acceptance of protesslono engineerin respond: i11%tv 50101yv forthe desi nshown. The suifability, Suite 305 and use of this drawing for any structure is the responsibllitg of the �uilding Desigrfer peYANSI/TPI 1 Sec.2. For more information see this'ab'e general notes oaao and these web sites: ALPINE: wwwal ineiwccm' TPI: www.t instor ; SBCA: wwwabcindust win; ICC: wawicciafeere, Orlando FL, 32821 SEQN: 14948 SY42 Ply: 1 Job Number: 19-0503 Cusc R761 JRef:1WO17610022 Too FROM: Div: 8 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DmNo: 241.19.0806,38370 Tmss Label: F16 AK / DF 08/29/2019 11'2"6 13'2"6 23'8" f 11'2"6 2' + 10'5"10 i �{F1017"6-I r 9110"10jj p { -W=3X4 -5X5 �W=3X4 -6X6 -5X8 =5X5 -4X4 1111.5X6 =4X4 -5X5 =5X5 -5X8 =7X6 AB C D E F G H I J K L M NO °m T�9'g N l �I 3X4=5X5 11115X6 -6X6 =5X8 �5X5 -4X4 =5X5 1111. X6 -5X5-W �5X8 =7X6 [111.5X6 =W=3X4 23'8" Loading Criteria (ps0 Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLC 40.00 Wind Sid: NA Pg: NA CC NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.237 H 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.384 H 729 360 A 1227 BCDL: 6.00 Category: NA Snow Duration: NA HORZ(LL):-0.032 AB - - N 1227 /- /- /- A /- Des Ld: 65.00 EXP: NAKzt: NA HORZ(TL): 0.052 AB - - A Brg Width = 3.5 Min Reg = 1.5 NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor. 2.0 P N Brg Width = 3.5 Min Req = 1.5 Soffit: 0.00 TCDL: NA psf Code: FED 2017 RES Max TC CSI: 0.818 Bearings A 8 N are a rigid surface. BCDL: NA pelf TPI Sid: 2014 Max BC CSI: 0.749 Members not listed have forces less than 375# Load Duration: 1.00 MWFRS Parallel Dist: NA Maximum Top Chord Farces Per Ply (Ibs) Spacing: 19.2" C8C Dist a: NAff Rep Fac: Yes Max Web CSI: 0.427 Chorus Tens.Comp. Chords Tens. Comp. Loc, from NA FT/RT:12(0)/5(0) ipi: NA I: NA GCpi: NA Plate Type(s): IB-C 0 -918 H-I 0 -4011 Wind Duration: NA WAVE VIEWVer. 17.02.01A.1115.21 C-D 0-2311 1-1 0 -3799 D-E 0-3237 J-K 0 -3799 Lumber E-F 0-3815 K-L 0 -3201 Top chord 4x2 SP#2 F-G 0-3815 L-M 0 -2258 Bat chord 4x2 SP#2 G-H 0-4009 M-N 0 -846 Webs 4x2 SP #2 Deflection Maximum Bat Chord Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.24" DL: 0.18". See detail Chords Tens.Comp. Chords Tens. Comp. DEFLCAMB1014for camberrecommendations. AB -AA 1767 0 V-U 4010 0 AA- Z 2842 0 U- T 3587 0 Additional Notes Z-Y 3618 0 T-S 3587 0 Refer to General Notes for additional information Y-X 3618 0 S-R 2800 0 +2x6 continuous strongback. See detail X- W 3991 0 R -Q 1703 0 STRBRIBR1014 for bracing and bridging W - V 4011 0 recommendations. Truss must be installed as shown with top chord up. � Maximum Web Forces Per Ply (Ibs) FIL/��r� Webs Tens.Comp. Webs Tens. Comp. •/•�........ ••�A. E,p��•-41 B-AB AB-C 1514 0 0-1451 I-U U-K 0 483 -581 0 0 ••••• C-AA 937 0 K-S 0 • -663 •• AA-D 0 -913 S-L 690 0 pw No. 648 D-Z 679 0 L-R 0 -933 • • Z-E 0 -656 R-M 956 0 E-X 386 0 M-Q 0 -1474 • X-G 0 -429 Q-N 1481 0 .e i ATE OF i cr , c-w 447 -265 40278 44t& 7 08/29/2019 1 rennuire extreme care in fabricating, fplandlinpp shipping, Installing and bracing., Refer to and follow the latest edition of BCSI (Building nenf Safety IInformation, byv TPI anr] SBCA) for safety practices prior to pedornmg these functions. Installers shall provide temporary rPer BCSI., llnless noted a herwise,top chord shall have propedy attached structural sheathin and bottom chord shall have a properly "15 ceiiing. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCS sections B3, B7 or 10, cable. Apply Plates to each fewer truss and position as shown above antl on the Join[ Details, unless noted otherwise. Refer to ALPINE Its 160A-Zfor standard plate positions. a division of ITW Buildl'npp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µm,.ruwue conformance with ANSI/TPI 1, or for handlinjq� shippinu[�, installation and bracing of trussesA seal on this drawing or cover paqe, , 6750 Foram Drive this drawing indicates accepptance of pro7esslonal engineering responsibility solely for the tleslyan shown. The so! billy Suite 305 ie of this drawing for any sWcture is the responsibility of the Building Designer per ANSI/TPI 1 S"ec.2. Information see this I notes page and thb sites, ALPINE' 1preim.00g TPI' Ipinstere, SBCA' lecindustreorn, ICC fe.ore Orlando FL, 32821 SEQN: 14958 SY42 Ply: 1 Jab Number: 19-0503 Cust R761 JRef:1WO17610022 TW FROM: Qry: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOTA lASTORTUGAS DZNo: 241.19.0807.13560 Tress Label: F17 AK / DF 0829/2019 5.8" 26'11"4 2' 4' B 11'26 13'2"6 24' 2114 i 2' 2' 5'6'S '+' 2' '{" 10,91,10 2.6. ---1 P"!� (TYP) _3X3 =W=H0310 =5X5 1111.5X4 =3X3 =4X5 -3X3 1111.5X4 =3X3 =3X3 =3X3 AB CD E F G H I J K L 1'10�-2VA---i -4X5 =3X3 =4X4 =4X5 M N 0 P =3X5 =1.5QX4 71 1111.5X4 -J33 If 1.6X4 AE =4X4 --3X5 1111.5X4 1111.5X4=3X3 =3X3 ae4X4 =4X5 z-4X5 =4X4-1.5X4 =3X4 -W-H0310 1112x4 68" i 18,8" 27'4 -- � r 26'11"4 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf In PSF) Deg/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:NA1PP Deflection in loc L/deg U# Gravity Non -Gravity TCDL: 20.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.284 J 775 480 Lac R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Eric. Lu: NA Cs: NA VERT(CL): 0.292 J 754 360 A 301 /- A /188 /254 /238 BCDL: 5.00 Risk Category; ll Snow Duration: NA HORZ(LL):-0.032T - - AE 1119 /- A /766 /960 A EXP: D Kzt: NA Des Ld: 65.00 HORZ TL 0.032 T - - ( ) U 2145 /- /- /824 /1500 /- Mean Height: 15.00 it NCBCLL: 10.00 Code / Miss Criteria Creep Factor. 2.0 Wind reactions based on MWFRS TCDL: 0.0 psf Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.595 A Brg Width = 3.5 Min Req = 1.5 BCDL: 0.0 sf p Load Duration: 1.00 MWFRS Parallel Dist: h to 2h TPI Still: 2014 Max BC CSI: 0,754 AE Brg Width = 8.0 U Brg Width Min Req = 1.5 Min Req = 1.7 Spacing: 19.2" C&C Dist a: 3.00 fit Rep Fac: Varies by LotCase Max Web CSI: 0.300 Bearing A is a rigidsurface. Loc. from endwall: not in 946.67 FT/RT:12(0)/5(0) Bearings AE & U Fcperp = 335psi. GCph 0.55 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.33 WAVE, HS VIEW Ver. 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP 2250f-1.9E:T24x2 SP#2: A-B 385 -350 I-J 2124 -1841 Bot chord 4x2 SP 2250f-1.9E B-C 534 -361 J-K 2252 -1922 Webs 4x2 SP#2 C-D 510 -360 K-L 2252 -1922 Special Loads D-E 538 -359 L-M 2113 -1695 E-F 376 -312 M-N 1657 -1109 --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) F-G 917 -607 N-0 926 -752 TC: From 96 plf at 0.00 to 96 plf at 26.81 G - H 1669 -1378 O - P 1332 -802 BC: From 8 plf at 0.33 to 8 Pf at 26.81 H -1 1669 -1378 P - Q 664 -399 TC: 7541b Come. Load at 26.81 Wind Maximum Sot Chord Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. member design. AD -AC 1037-1051 Y-X 1908 -2071 Right cantilever is exposed to wind ��++ / S FL AC -AB 1833-1885 AB -AA 1833 -1885 X-W W - V 1476 -1TT7 849 -1210 Additional Notes G� Refer to General Notes for additional information ••• \.'+ENV.c o2G' Z_Y 1848 -1902 U -T 753 -1257 +2x6 continuous sbongback. See detail •• •• STRBRIBRII 014 for bracing and bridging % Maximum Web Forces Per Ply (Ibs) recommendations. No. 648 %. Webs Tens.Comp. Webs Tens. Comp. Truss must be Installed as shown with top chord up. a i * AE-F 847 -920 F-AD 891 -874 W-N N-V 781 -596 832 -1080 i A7E OF t cz AD-G 775 -861 G-AC 594 -617 V-0 O-U 1063 -855 787 -1014 • P • AC-1 784 -790 L-X 347 -460 U-P P-T 745 -1129 1033 -616 a -ft ORNO- r,`� X-M 473 -338 T-Q 656 -1092 Yvv\� M-W 569 -748 #0 278 ��i1.1V 08/29/2019 INSTALLERS Ter 1ECrzilin nlpLocefor s ehowo fo tooerrnanent lalterel restaPnllof cobs shall hev blreclnathnsqaalled pei BCSnsectionsl B3�B7 oro�70Y 1 js 1h60A-Z fo�ryslsndard plate posllionsruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE a division of ITW Buildnyy�Components Group Inc. shall not be responsible for any deviation from this drawing,apy failure to build the conformance with AN�I/TPI 1, or for handling, shippinlq, installation and bracing of tmssesA seal on this drawing or cover page 6750 Fomm Drive 1 this drawinn indicates acceptance of pro esslona ngineeringq responsibility solely for the design shown. The sw hility :e of this r7iawing for any structure is the responsibfi ity of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 information see this job's general notes Page and these mb sites_ALPINE_ mwwealpineavoom'TPIL w.wctpin.L.mr 3BCA:vrvnv.sbcinduss,.com' ICC: w.weicuare.om Orlando FL, 32821 SEQN: 14968 FROM: Loading Criteria (ps0 TCLL 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 But chord 4x2 SP #2 Webs 4x2 SP #2 SY42 Ply: 1 Job Number: 19-0503 Dry: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS TrussLabel: F18 1'10"12 3'10"12 6' f' 1'10"12 2' + 2— 7"4 -I �; [— 1'3„12 --1 �— 1'8"12 —� %. =4X4 �6X6 �3X3 =3X3 =1X4 A B C D E i° T y 99" IN G is` O g 11HX4 =4X4 1111X4 H—�`I}'-} =1X4 �4X4 IIHX4 6' Wind Criteria Snow Criteria(P9,Pt in PSF) Dek/CSI Criteria Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.028 I 999 480 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.046 1 999 360 Category: NA Snow Duration: NA HORZ(LL): 0.007 H - - EXP: NAKzt NA HORZ(TL): 0,011 H - - Code / Miss Criteria Mean Height: NA it Creep Factor. 2.0 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.654 MWFRS Parallel Dist: NA TPI Sld: 2014 Max SC CSI: 0.384 C&C Dist a: NA it Rep Fac: Varies by Ld Case Max Web CSI: 0.308 Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): VIEW Ver. 17.02.01A.1115.21 Wind Duration: NA WAVE Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac=1.00) TC: From 48 pit at 0.00 to 48 pit at 3.75 TC: Fmm 96 pit at 3.75 to 96 pit at 5.88 BC: From 4 pif at 0.33 to 4 pit at 3.75 BC: From 8 pit at 3.75 to 8 pif at 5.88 TC: 587 lb Conc. Load at 1.75, 3.75 Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. **IMPORTANT** any 08/29/2019 1761 JRef:1WO17610022 T106 3: 241.19.0807.16673 / DF 08/292019 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 801 A /- A A /- G 786 /- A A A /- A Brg Width =3.5 Min Req=1.5 G Brg Width =8.0 Min Req=1.5 Bearing A is a rigid surface. Bearing H Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B-C 0 -662 C-D 0 -666 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J- 1 666 0 I- H 665 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B- J 1092 0 H- E 702 0 C-J 0 -850 E-G 0 -712 D-H 0 -887 failure to build the ALPINE INIIN'WWIUV 6750 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14985 SY42 Ply: 1 Job Number: 19-0503 Cust: R761 JRef:1WO17010022 Tea FROM: Dry: 9 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS Dr No: 241.19.0807.20000 Truss Label: F20 AK / DF 0812912019 1 6' 8' F' 14' 6' 2' 6' (TYP) =3X3 =5X5 =3X3 =3X3 1111X4 AB C D E F f? D--4` 21„ 1111X4 =-3X3 G H F4i =3X3 3X3 =5X5 I J KL _F +\ 9,9„ N 1 1111X4 �4XDD 4 =3X3 =3X3 =3X3 =3X3 =4X4 1111X4 14' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 20.00 Speed: 170 mph Pf: NA Ce: NA VERT(LQ: -0.089 F 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(CL): 0.131 G 999 360 A 725 /- /- /450 /572 /- BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.018 K - - K 725 /- !- /450 /572 /- EXP: D Kzt: NA Des Ld: 65.00 HORZ(TL): 0.029 S - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code l Misc Criteria Creep Factor. 2.0 A Erg Width =3.5 Min Real NCBCLL: 10.00 TCDL: 0.0 psf K Brg Width=3.5 Min Real Soffit: 0.00 BCDL: 0.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.727 P Bearings A & li are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.514 Members not listed have forces less than 375# Spacing: 19.2" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.224 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:12(0)/5(0) Chords Tens.Comp, Chords Tens. Comp. GCpi: 0.55 Plate Type(s): Wind Duration: 1.33 WAVE VIEWVer17.02.01A.1115.21 B-C 526 -469 G-H 1363 -1269 Lumber C-D 501 -444 H-1 1167 -1071 D-E 1167-1071 I-J 501 -444 Top chord 4x2 SP#2 E-F 1363-1269 J-K 526 -469 Bat chord 4x2 SP#2 F-G 1368-1274 Webs 4x2 SP #2 Wind Maximum Bat Chord Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. memberdesign. S-R 8B4 -954 P-O 1188 -1276 Additional Notes R-Q 1188-1276 O-N 884 -954 Q - P 1274 -1368 Refer to General Notes for additional information +2x6 continuous strcngback. See detail Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. Truss must be installed as shown with top chord up. (� B - S 792 -889 O-1 337 -395 t CCC/� S - D 771 -748 I - N 771 -748 ...... r D - R 337 -395 N - K 792 -889 O.•o �GEN�F••.,��, No. 648 ' ATE OF i kl�OR #0 278 , AlAI- O8/29/2019 "WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabdcetin handlin shi ping, installing end bracing., Refer to and follow the latest edition of BCSI (Building Compocnent Safety Information, b)j TPI an� SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryd bracing per BC51,., Unless noted o herwise,top chord sf}all have propedy attached slmcturel shealhinend bottom chord shall have a grope y attae, dpitl ceiling Locations shown for permanent ateral restraint of webs shall have bracinfq ins ,lied per BC51 sections B3, B7 or B10, as apFlica6le. Apply otales to each face, of truss antl position as shown above and on the Join Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for stantlard plate posibons. Alpine, a division of ITW Buildin Components Grouo Inc. shall not be responsible for any deviation from this drawing,any failure to build the buss in conformance with ANSI PI 1, or for handlirt5 shipping, installandn and. bracing of tmssesA seat on this drawing or cover pa a 6750 Foram Drive listing this drawing, indicates acceptance_of wroo essionaQ engineering responsibility solely for the tlesign shown. The suitability c „o anc BEGIN: 14961 SY42 Ply: 1 Job Number: 19-0503 Cust R761 JRef:1WO17810022 T97 FROM: Dry: 2 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DmNo: 241.19.0807.24837 Truss Label: F21 AK / DF 08129/2019 3'4"6 1 5'4"6 1 8'11"4 i 2,6,E � 14 41 111X4 = =4X4 =3X3 =3X3 =5X5 A A B C D E FG f 1 \A \ 27 1112X4 =3X3 =4X4 1111X4 =3X6 1111X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 65.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0" CBC Dist a: NAft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP 92 Webs 4x2 SP #2 Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up Of 8'11"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeg L#1 Pf: NA Ce: NA VERT(LL): 0.033 J 999 480 Lu: NA Cs: NA VERT(CL): 0.066 J 999 360 Snow Duration: NA HORZ(LL):-0.008 E - - HORZ(fL): 0.016 E - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0,458 TPI Std: 2014 Max BC CSI: 0.357 Rep Fac: Yes Max Web CSI: 0.189 FT/RT:12(0)/5(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 08/29/2019 T+9,9„ m 48, ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL M 587 /- /- /- A /- F 572 A A A A A M Brg Width =- Min Req = - F Brg Width = 3.5 Min Req = 1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B-C 0 -601 D-E 0 -458 C-D 0 -605 E-F 0 -467 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp. L- K 559 0 J -1 605 0 K-J 605 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-M 0 -576 L-B 0 -505 A- L 507 0 I- F 669 0 failure to build the nrhe Tslugbility, ALPINE wm aaa 6750 Forum Drive Orlando FL, 32821 SEON: 14954 SY42 Ply: 1 Job Numba-19-0503 Cust R761 JReE1W017610022 T102 FROM: Oty: 2 /OAK 11TCUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DmMo: 241.19.0807.33117 Truss Label: F22 AK / OF 08/29/2019 3'4"8 5W'6 8'11"4 2' i 3'6"14 i TV — F 1� F- 1'3" -I F-176 -I F4i -3X3 1111X4 -1X4 -4X4 -3X3 �3X3 =5X5 A B C D E FG a T IN p M L K =3X3 =04 J I H 1111X4 -3X6 III1X4 =1X4 IYrC! Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 65.00 Mean Height: NAft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0" C&C Dist a: NAft Loc, from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. a division of 8'11"4 Snow Criteria (Pq Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Cc: NA VERT(I-Q: 0.033 J 999 480 Lac R+ / R- / Rh / Rw / U / RL M 570/- Lu: NA Cs: NA VERT(CL): 0.066 J 999 360 Snow Duration: NA HORZ(LL):-0.008 E - - F 572/- HORZ(TL):0.016E - - Creep Factor: 2.0 M Big Width =7.3 Min Req=1.5 F Brg Width = 3.5 Min Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.458 Bearing F is a rigid surface. TPI Sid: 2014 Max BC CSI: 0.357 Bearing M Fcperp = 335psi. Rep Fac: Yes Max Web CSI: 0.189 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver. 17.02.01A.1115.21 1 B-C 0 -601 D-E 0 -458 WAVE C-D 0 -605 E-F 0 -467 FL ATE OF ; sf #0 27d '`upA4 OS/29/2019 INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L- K 560 0 J -1 605 0 K-J 605 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp._ Webs Tens. Comp. A-M 0 -544 L-B 0 -504 A- L 507 0 I- F 670 0 properly attache structural sheathing and bottom Chord shall have a properly >stralnt ofwebs s all have brac'in installed per BCSI sections B3, 87 or B10, as shown above and an the Join f Details, unless noted otherwise. keferto ALPINE not be responsible for any deviation from this drawing,any failure to build the Aymyrpp,,H. installation and bracing of trussesA seal on this drawing or cover pa for the de The 6750 Forum Drive engineerin responsibility solely In shown. suita�lility bility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 LPINE: wwa.alpineitw.com; TPI: m .t into ' SBCA: w.wv.seclndust .nom' ICC: wew.i safe.oM Odando FL, 32821 SEQN: 14973 SY42 I Ply: 1 1 Job Number: 1S-0503 Oust R761 JRef:1WQ17610022 T116 FROM: Qly. 3 /OAKMOM CUSTOM HOMES //HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0807.40467 Truss Label: F23 I AK / OF 08/292019 Loading Criteria (psf) TCLC 40.00 TCDL: 20.00 SCLL 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 But chord 4x2 SP #2 Webs 41.2 SP #2 1'1"13 3Xi1'I3 4'3"10 f 1Y"1+ 2' + 1'113 =5X5 �5X5 1111.5X6 1111.5X6 A B C D E F (V i 1 J I H G 1111X4=3X3 =3X31111X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt NA Mean Height NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It - Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Additional Notes Refer to General Notes for additional Information Truss must be installed as shown with top chord up. r 4'3"10 i Snow Criteria (Pg.Pf In PSF) Pg: NA Ct NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Still: 2014 Rep Fac: Yes FT/RT:12(0)/5(0) Plate Type(s): WAVE Defl/CS1 Criteria PP Deflection in loc Udeg L/# VERT(LL): 0.006 C 999 480 VERT(CL): 0.011 C 999 360 HORZ(LL):-0.001 I - - HORZ(fL):0.0021 - - Creep Factor. 2.0 Max TC CSI: 0.129 Max BC CSI: 0.058 Max Web CSI: 0.070 VIEW Ver. 17.02.01A.1115.21 S Ft o.•• �ceNSF•••.?'c No. 648 't 1 a ; �i • ' ATE OF r c� #0 278 OAM. 08/29/2019 ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 221 /- /- P /- /- E 221 /- P /- /- A A Big Width = 3.5 Min Req = 1.5 E Erg Width = 3.5 Min Req = 1.5 Bearings A & E are a rigid surface. Members not listed have tomes less than 375# ALL NOTES ON THIS DRAWING[ rLL CONTRACTORS INCLUDING THE INSTALLERS installing and bmcing.Refer to and follow the latest edition of SCSI (Building actices pnorto performing these functions. Installem shall It, tempom strsPnf of webs shstructural ll ha a blreanaatiins lilied per BCSltsectionsl B3�B7 or 10Y as shown above and on the JoingDetails. unless noted otherwise. kefer to A IPL NE wmvmwwa 6750 Forum Drive Suite 305 Odandc FL. 32821 SEQN: 14825 SY42 Ply: 1 Job Number: 19-0503 CU.'R761 JRef: 1WO17610022 T45 FROM: CRY: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DnvNo: 241.19.0808.13130 Truss Label: F25 AK / DF 0812912019 a' 7'10" 9'10" 16'11"4 7'10" 2, TV4 (TYP) =3X4 =5X5 =3X3 AB C D U T 1111.5X4 =4X6 =3X3 3X3 =3X3 �3X3 �3X3 =4X5 1112X5 E F G H I J K L �I 1 =3X3 R 1111.5CX4 1111: X4 =3X3 =3X5 =4X4 =3X3 Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 65.00 Mean Height NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA pat Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP 2250f-1.9E Webs 4x2 SP #2 Additional Notes Refer to General Notes for additional information +2x6 continuous shongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up 16'l1"4 Snow Criteria (Pg,Pf in PSF) Deg/CSI Criteria AMaximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.189 Q 999 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.294 F 667 360 A 877/- Snow Duration: NA HORZ(LL):-0.031 I - - K 877/- HORZ(TL): 0.050 1 - - A Brg Width =4.9 Min Req = 1.5 Code /Misc Criteria Creep Factor: 2.0 K Brg Width=4.9 Min Req=1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.846 Bearings A & K are a rigid surface. TPI Ste: 2014 Max BC CSI: 0.572 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.338 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/5(0) Plate Type(s): B-C 0 -907 F-G 0 -2838 WAVE VIEWVer. 17.02.01A.1115.21 C-D 0 -879 G-H 0 -2522 D-E 0-2125 H-1 0 -1668 E - F 0 -2730 08/29/2019 '•IMPORTANP" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp T-S 1701 0 P-O 2835 0 S- R 2529 0 O- N 2216 0 R-Q 2840 0 N-M 1097 0 Q - P 2838 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B-T 1196 0 O-H 458 0 T-D 0-1104 H-N 0 -761 D-S 590 0 N-1 794 0 S-E 0 -561 I-M 0 -1442 R-F 55 -390 K-M 908 0 G-O 0 -562 p 4nUIU aI1.11 nave pI.'al1y alMGneu su u.1.1.1 Slleaupn ana wuom UF1u1u Sn au nave a p J ay shown forpermanent lateral restraint of webs shall have braclnp Ins lied per BCSI sections B3, B7 or 10, face,af truss the Joint Details, kefer to mch and position as shown above and on unless noted otherwise. positions. A1-491111.-1 LPINE!ate Ev q Components Group Inc., shall not be responsible for any deviation from this drawing any failure to build the 'TPI 1, or for handling, shlppinlq, installation and bracing of tmssesA eal on thi2 drawing or cover page 6750 Foram Drive acce nce of lyro essiona, engineering responsibilit�r solely for the des i in shown. The sui bility any a cture is a responsibility ofthe uilding Desig er per ANSI/TPI 1 Sec.2. Suite 305 vet notes a send these wzb silos: ALPINE: wew.al ineiM+.com'TPI: w.wnl instc ,SBCA: wnw.ebcindust .com'ICC: wnw,Ccsare.cm Orlando FL, 32821 SEQN: 14788 SY42 Ply: 1 I Job Number: 19-0503 Cust R761 JR01=17610022 Tae FROM: Oy: 9 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DrwNo: 241.19.0808.21033 Truss Label: F26 AK / OF 08292019 7-10" 9'10" 17'8" p T10" 2' 7-10" Y { 2'6" 2,3" 2,3" { (TYP) �I 3X4 =5X6 =3X3 �3X3 �3X3 �3X3 =3X3 AB C D E F G H 11115X4 =4X6 =3X4=3X31111. X4 1111.5X4 =3X3 =3X4 17'8" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg.Pf in PSF) I Def fCSI Criteria TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: N PP Deflection in Ioc L/deB L#1 TCDL: 20.00 Speed: NA mph Pf. NA Cc: NA VERT(LL): 0.212 Q 983 480 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.318 F 653 360 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL):-0.037 K - - Des Ld: 65.00 EXP: NAKzb NA HORZ(fL): 0.060 K - - Code/ Nlisc Criteria NCBCMean :100 Height NA it TCDL: NA psf CreepFactor. 2.0 Soffit 0.00 Soffit BCDL: NA psF Bldg Cade: FBC 2017 RES Max TC CSI: 0.878 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Ste: 2014 Max BC CSI: 0.544 Spacing: 19.2" C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.361 Lee. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpi: NA Plate Type(s): VIEW Ver. 17.02.01A.1115.21 Wind Duration: NA WAVE Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP 2250f-1.9E Webs 4x2 SP #2 Additional Notes Refer to General Notes for additional information +2x6 continuous sbongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up **IMPORTANT' =3X3 =3X4 =6X6 I J KL T23'1" 1 =4X5 1111. X4 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 915 /- P P /- P K 915 P P/- A Brg Width = 3.5 Min Req = 1.5 K Brg Width = 3.5 Min Req = 1.5 Bearings A & K are a rigid surface. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp. B-C 0 -971 G-H 0 -2950 C-D 0 -941 H-1 0 -2193 D-E 0-2297 I-J 0 -779 E-F 0-3004 J-K 0 -810 F-G 0-3199 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp U-T 1823 0 Q-P 3198 0 T- S 2749 0 P- O 2682 0 S-R 3198 0 O-N 1684 0 R-Q 3199 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N11p B-U 1281 0 G-P 0 -51 F U-D 0-1184 P-H 0 430 0 V 'Ch D-T 660 0 H-O 0 -680 Six• F., , 7 �� T -E 0 -629 0-1 709 0 E-S S-F 429 0 0 -492 I-N N-K 0 -1214 1180 0 tj p I .d i XE OF 40 278 08/29/2019 ALPINE WIIW' 6750 Fomm Drive Suite 305 Odando FL, 32821 SEQN: 14795 SY12 Ply: 1 Job Number: 19-0503 Cust R761 JRef iW017610022 T81 FROM: Cry: 9 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DiwNo: 241.19.OB08.25113 Truss Label: F27 AK / DF 08/2912019 (TYP) �3X5 =6X6 �3X3 AB C D W V 1111.5X4 =4X6 7-10" 7-10" 3X3 =3X3 E F U T S =3X4=3X31111.5X4 Loading Criteria (ps0 Wind Criteria TOLL: 40.00 Wind Sid: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 65.00 Mean Height: NAft NCBCLL: 10.00 TOOL NA psf Soffit: 0.00 BCDL: NA psf Load Dumtion: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" C&C Dist a: NAft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Botchord 4x2 SP 2250f-1.9E Webs 4x2 SP #2 Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.19". See detail DEFLCAMB1014for camberrecommendatlons. Additional Notes Refer to General Notes for additional information +2x5 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up FURNISH THIS 9.10" r1A = W=3X4 =3X3 =3X3 G H I R Q P 1111.5X4 =3X3 =3X4 18'4" 1,5„ - 1 �'j �3X4 �3X3 =6X6 J K LM Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LQ: 0.241 R 889 480 Lu: NA Cs: NA VERT(CQ: 0.360 G 595 360 Snow Duration: NA HORZ(LL):-0.040 K - - HORZ(TL): 0.064 K - - Code / Wee Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.898 TPI Std: 2014 Max BC CSI: 0,614 Rep Fac: Yes Max Web CSI: 0.436 FT/RT:12(0)/5(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 T 23'1„ 1 O N =4X8 1111.5X4 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Lac R+ /R- /Rh /Rw /U /RL A 943 /- /- /-/- L 956 /- /-/- A Brg Width =3.5 Min Req=1.5 L Brg Width = 5.0 Min Req = 1.5 Beanngs A 8 L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 0-1006 G-H 0 -3208 C-D 0 -976 H-1 0 -3208 D-E 0-2391 I-J 0 -2489 E-F 0-3157 J-K 0 -1235 F-G 0-3398 K-L 0 -1245 Maximum Bot Chord Farces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp V- U 1889 0 R- Q 3399 0 U- T 2869 0 Q- P 298E 0 T- S 3395 0 P- O 1974 0 S - R 3398 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. rrllf F( B- V V-D 1327 0 0-1228 G- Q Q-1 9 -471 398 0 V 7 •e � D-U U-E E-T T-F 698 0 0 -664 471 0 0 -553 I-P P-J O-L 0 -686 716 0 -100 1596 0 0 1' * ►•aL ATE OF #0 08/29/2019 Pro enacnea srmcRural sn.. nm anc ooaom cnom snap nave a pm eny as shown above and onvthe Joinf Detaills, unless noted athervBise.B7Refer to' not be responsible for any deviation from this drawing,any failure to build the ALPINE' installation nand bracing of trusses�AA seal on this drawing or cover page, , 6750 Forum Drive blllty lofthe eai ding Designer sole for See shown. The suiblbty Suite 305 LPINE: wew.alpineixv.eom; TPI: w tpinst.c, SBCA: w .sbcindusWcom; I00: w wieesare.em Orlando FL, 32821 SEON: 14822 SY42 Ply: 1 Job Number: 19-0503 Cust R761 JRd.1V/017B10022 T55 FROM: Cry: 1 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE /LOT-4LAS TORTUGAS DrvMo: 241.19.0808.28090 Truss Label: F28 - AK / OF 08/29/2019 1'9"8 'i �4� (TYP) =3X3 =3X3 =1X4 =3X3 =5X5 A B C D E TI 231 t i zz' 1 =3X3 =3X3 111X4 4'3"8 Loading Criteria (ps0 Wind Criteria Snow Criteria (P9,Pf in PSI) DefpCSi Criteria ♦ Maximum Reactions (lbs) TCLL 40.00 Wind Sid: NA Pg: NA Ct NA CAT: N PP Defection in too L/de0 L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.007 B 999 480 Loc R+ / R- / Rh / Rw / U / RL 1 269 /_ /_ BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.012 B 999 360 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.002 B - - D 270 /- A A/ - Des Ld: 65.00 EXP: NAKzt NA HORZ(TL): 0.003 B - - I Brg Width = 3.5 Min Req = 1.5 Code / Misc Criteria NCBCCL: 10.00 Mean Height NAft Creep Factor. 2.0 P D Erg Width = 3.5 Min Req = 1.5 Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.384 Bearing D is a rigid surface. Load Duration: 1.00 BCDL: NA sf P MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.087 Bearing I Fcperp= 335psi. Members not listed have forces less than 375# Spacing: 24.0" C&C Dist a: NA ft Rep Fac: Yes Max Web CSI: 0.066 Loc. from endwall: NA FT/RT:12(0)/5(0) I: NA GCpt: NA Plate Type(s): VIEW Ver: 17.02.01A.1115.21 Wind Duration: NA WAVE Top chord 4x2 SP 92 But chord 4x2 SP #2 Webs 4x2 SP #2 Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. #0 278 -: 0829/2019 FL y 2 sue•• OF INSTALLERS er ncol., umess nowo omerwise,lop snore snap nave propeny moonrise suucmrai sneaulm anD Doao cnom snarl gave a pro on rigid celllnnn Locations shown for Permanent lateral restraint of webs shall have braclnn ins .Iced per B SI sections 3. B7 or 10, treble. ZfpVv polates to each faceof Wss and position as shown above and on me JoinfDetails, unless noted otherwise. Refer to A1.49964, LPINE1s 160A-Z forstandard plate positions. a division of ITW Buldin Components Group Inc. shall not be responsible for any deviation from this dmwing,any failure to build the ,P,n„c,,,P,,. confonnaflce with AtiSIPrPI 1, or for handling, shiFptny, Installation and bracing of WssesA peal on this drawing or cover pace 6750 Fomm Drive this orawlnn indicates acceptance of uro ess ono engineering responsibility sole)v,orthe design shown. The sulGbility Suite 305 oe of this dmoving for any structure is fl1a responsibility of the 9uding Designer peYANSI/TPI 1 Sec.2. inrgmtation see this lob's general notes page and thane web area: ALPINE: waw.alpineit o., TPI: w.w+apinat.oy' Sack wxw.sbdndustgi.ogm� I= w anasafoom Orlando FL, 32821 SEQN: 14860 SY42 Ply: i Job Number'. 19-0503 Cust R761 JReb1WO17610022 T12 FROM: Cry: 12 /OAKMONTGUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0808.32020 Truss Label: F29 AK / OF 08/2912019 T 1 12'4'10 14'4.10 23'8" 12'4"10 2' 976 =6X6 =5X8 =5X5 =4X4�W=3X4-4X4 =5X5 =_4X4 —W=3X4 AB C D E F G H I J =5K5 �5X5 �6Xh6 =7XNn II11S%6 =6X6 se5XX8 s llxll =4X4"W AB AA z 3X4 X111.SX6 IIf1.5X6 =5X5 �5X5 =-6X6 `=7X6 —5X5 1111.5: e W=3X5 23'8" Loading Criteria fps0 Wind Criteria Snow Criteria (P9,Prin PSN DefUCSI Criteria ♦ Maximum Reactions (Ihs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: N PP Deflection in lac L/defl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LQ: 0.241 H 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.360 W 777 360 A 1227 /- A /_ A BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL):-0.032 AC - - N 1227 Des Ld: 65.00 EXP: NAKzt NA HORZ(TL): 0.051 AC - - A Big Width =3.5 Min Req= 1.5 Mean Height NA k NCBCLL: 10.00 TCDL: NA sf P Code f Misc Criteria CreepFactor. 2.0 N Brg Width = 3.5 Min Req = 1.5 BCDL: NA Bldg Code: 2017 RES Max TC CSI: 0.870 Bearings A 8 N are a rigid surface. Load ion: Load Duration: 1.00 MWFRS Parallel Dist: NA Cal 4 TPI Std: 2014 Max BC CSI: 0.870 Mnot listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Spacing: 19.2" C8C Dist a: NA it Rep Fac: Yes Max Web CSI: 0.463 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/5(0) I:NA GCpi: NA Plate Type(s): B -C 0 -917 H-1 0 -3941 Wind Duration: NA WAVE VIEW Ver. 17.02.01A.1115.21 C-D 0-3236 1-J 0 -3569 D-E 0-3816 3569 J-K 0 -2794 Lumber E-F 0-3816 K-L 0 -1649 Totchrd4x25P#2:T74E:B2, F-G 0-4000 L-M 0 --905 B50f 2SP chord 4x2 SP 2250f-1.9E :B2, B3412 SP#2: G-H 0-4000 M-N 0 -9D5 We Webs 4x2 SP #2 Deflection Maximum Bot Chord Forces Per Ply (Ibs) Max JT VERT DEFL: LL: 0.24" DL: 0.19'. See detail Chords Tens.Comp. Chords Tens. Comp. DEFLCAMB1014 for camber recommendations. AC -AB 1766 0 W-V 3949 0 Additional Notes AB -AA 2842 0 V-U 3941 0 AA- Z 3615 0 U- T 3934 0 Refer to General Notes for additional information Z-Y 4000 0 T-S 3254 0 + 2x6 continuous strongback. See detail Y-X 4000 0 S-R 2309 0 STRBRIBR1014 for bracing and bridging X-W 4000 0 R-Q 1000 0 recommendations. Truss must be installed as shown with top chord up. 1dMNt� QS FL M Maximum Web Forces Webs Tens.Comp. Per Ply (Ihs) Webs Tens. Comp. G� e••••••••^ B-AC 1513 0 I-T 0 -778 .. �GENSFe•.•eG' O AC-C 0-1460 T-K 610 0 ••.•• • C-AB 938 0 K-S 0 -791 i AB-D 0 -914 S-L 835 0 No. 648 D-AA 677 0 L-R 0 -1134 • AA- E 0 -653 R- M 1118 0 W-H 444 -260 M-Q 0 -1334 • H-V 84 -417 Q-N 1641 0 ATE OF f ct kr �i• j�OR10��a�' 90278 VIAL 08/29/2019 '*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmsses Trusses req ire extreme care in fabricating, handlin shi❑ping, installing and bracing., Refer to and follow the latest edition of SCSI (Building entu3afetyIn{{ormahon, byy TPI an� SECA)!cr safely practices pnor to performing these functions. Installers shall provide temporary bmctng per ECSI.,Unless noted oinerwise,top chord shall have attached structural sheathin4 and bottom chord shall have a progetl attac e, dnld ceJmn Locations shown for Pertnanenl lateral as applicable. Apply plates to each fare,of truss and position properly restraint of webs shall have brecng Ins ,lied per BC51 sections as shown above and on the Join Details, unless noted ctherwise. 83, B7 or t0Y keferto _ 160A-Z for standard plate positions. A NEdrawings ALPINE Alpine, a division of ITW Buildinu Components Group Inc. shall not be responsible for any deviation from this dmwing,any failure drawing to build the µ,my truss in conformance witty ANSI 1, or for handlin, � shippintl, Installation and bracing of tmssesA seal on this or cover pa listing this drawing, indicates acceptance of tocenters engineering responslblliri solely forthedesl In shown. The suitability Cawing 6750 Forum Drive Suite 305 and use of this for any s mcture is a responsibility of the uilding Designer pe ANS#TPI 1 Sec.2. For more information sea this iob's aerand notes ease and these mb suns: ALPINE: wmv.alcdeibv com: TPI: v toinstom: SBCA: �sbcindustry.mm: ICC: w lccsafe.mn Orlando FL, 32821 SEQN: 14854 SY42 Ply: 1 Job Number: lMS03 Cust R761 JRef:1WO17810022 T52 FROM: Dry: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE ROT-4 LAS TORTUGAS DnvNo: 241.19.0808.36167 Tmss Label: F30 AK / OF 08/29/2019 12'e" Is' 23'W6 i 12'8" + 2' + 9.3T 12'3"8 e'8"6 =6X6 =W=3X4 =W=3X4 �1X4 =6X6 =5%5 =4X4 �4X4 —4X4 =4X4 xi5X5 E5X5 =6X6 MH0310 A - B C D E FG H J K L MN T T 0. 1 _V JAB AA MKS �6X6 =5%5 =W 3X5 =dXd 111.5X6 171: X6 =5%5 =5XD5 =6X6 =6X6 E4X4 =W=3X4 23'11"6 Loading Criteria(ps0 Wind Criteria Snow Criteria(P9,Pf in PSF) DefVCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deg L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.252 G 999 480 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.410 G 689 360 AB 1237 /- BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.036 B - - M 1238 /- Des Ld: 65.00 EXP: NAKzt NA HORZ(TL): 0.059 B - - AB Brg Width = 3.5 Min Req = 1.5 NCBCLL: 10.00 Mean Height NAft Code I Misc Criteria Creep Factor. 2.0 M Brg Width=3.5 Min Req=1.5 Soffit: 0.00 TCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.829 Bearing M is a rigid surface. Load Duration: 1.00 BCDL: NA sf Pat MWFRS Parallel Dist: NA TPI Std: 2014 Max BC 0. Bearing AS Fcperp = 335psi. Spacing: 19.2" C&C Dist a: NA it Rep Fac: Yes Max Webb CSI: 0.388388 Members forcested have less than 5# MaximumnTopot Per Plly ( lbs Chord Forces ) Loc. from endwall: NA FT/RT:12(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE, HS VIEWVer. 17.02.01A.1115.21 A-B 0 -791 G-H 0 -4005 B-C 0-2188 H-1 0 -3613 Lumber C-D 0-3185 I-J 0 -3613 Top chord 4x2 SP #2 D - E 0 -3820 J - K 0 -2825 Bot chord 4x2 SP #2:133, B44x2 SP 2250f-1.9E: E- F 0 -4071 K- L 0 -1673 Webs 4x2 SP#2 F-G 0-4071 Deflection Max JT VERT DEFL: LL: 0.25" DL: 0.19". See detail DEFLCAMB1014 for camber recommendations. Additional Notes Refer to General Notes for additional information +2x6 continuous stmngback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. a O NS�M� i No. 648 OF i•� • r O'`.•y�aRNp06 #0 2788 AL 08/29/2019 ES ON THIS DRAWINGI RACTORS INCLUDING THE INSTALLERS Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AA-Z 1586 0 U-T 4013 0 Z-Y 2770 0 T-S 4005 0 Y- X 3587 0 S- R 3997 0 X- W 4043 0 R- Q 3292 0 W- V 4043 0 Q- P 2336 0 V-U 4013 0 P-O 982 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -AB 0-1145 G-T 74 -381 A -AA 1365 0 H-R 0 -816 AA-B 0-1368 R-J 614 0 B-Z 1035 0 J-Q 0 -804 Z-C 0-1001 Q-K 840 0 C-V 714 0 K-P 0 -1142 Y-D 0 -691 P-L 1190 0 D-X 402 0 L-0 0 -1716 X-E 0 -383 M-O 1374 0 4ctufal sheatipna and bottom chard shall have a progeny lave bracing ins lied per BCSI sections B3, B7 or 910, onthe Joint Details, unless noted otherwise. Referto ALPINE it any deviation fram this drawing,any failure to build the ,amsm,•,vo. .uig o WssesIA' seal on this drawing or cover pa a sole or design shown. The suifablliTy 6750 Foram Ddve Designer Suite 305 m TPI: w Jpinstom' aBCA: wmv.sbcindusftyxom: I= w lcmare.om Orlando FL, 32821 SEQN: 14859 SY42 I Ply: 1 Job Number: 19-0503 Cust R761 JRet1WOT/6100U T79 FROM: City;5 /OAKMONT CUSTOM HOMES I/HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DwNo: 241.19.0808.38740 Truss Label: F31 AK / OF 08129/2019 Loading Criteria (ps0 TCLL: 40.00 TOOL 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 4x2 SP #2 Bol chord 4x2 SP #2 Webs 4)2 SP #2 3'7"5 2'6" 81113 (TYP) 575 , 9'2"10 =3X3 =1X4 =3X3 1111X4 III IX4=3X3 =3X4 A B C D E F ML K J 111=3X3 =3X3 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&CDist a: NA ft Loc. from endwall: NA I:NA GCpi: NA Wind Duration: NA Hangers / Ties (J) Hanger Support Required, by others Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. =3X3 =3X3 1112X4 9'2"10 20' Snow Criteria (P9.PNn PSF) DefIICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf: NA Ce: NA VERT(I-Q: 0,022 D 999 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.044 C 999 360 L 467 /- /_ /_ /_ /_ Snow Duration: NA HORZ(LL): 0.007 B - - G 479 A A A A /- HORZ(TL): 0.014 B - - L Big Width = 3.5 Min Req = 1.5 Code / Misc Criteria Creep Factor 2.0 G Brg Width =- Min Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.348 Bearing L Fcperp = 335psi. TPI Sid: 2014 Max BC CSI: 0.233 Members not listed have forces less than 3759 Rep Fac: Yes Max Web CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/5(0) Plate Type(s): B-C 0 -503 D-E 0 -503 WAVE VIEWVer. 17.02.01A.1115.21 C-D 0 -506 S F(E4Al Al No. 648 ATE OF f c� �L0R10P��'�, #0 278 IOr■A%. 08/29/2019 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. C.P. K-J 456 0 I-H 455 0 J -1 506 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-L 0 -433 E-H 0 -406 A-K 417 0 H-F 418 0 K-B 0 -405 F-G 0 -458 .I ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14854 SY42 PM 1 1 Job Number: 19-0503 Cust R761 JRet1W017610022 TB7 FROM: Cry: 9 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DiwNo: 241.19.0808.40403 Truss Label: F32 AK / DF 08/29/2019 f 1 I 5'10 0" _ I 13'8" _ f 5,10" 2' S'10" F4'i F - 2,6" 1'4"8 -I F~ 1'4"B -i F4"q (TYP) =3X3 =3X3 =5X5 =3X3 1111X4 =3X3 =3X3 1111X4 =3X3 =5X5 AB C D E F G H I J KL " i .III 11\II Nil ,I,I 1111X4 �4X4 =3X4 1111QX4 1111X4 =3X4 =4X4 1111X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt NA Des Ld: 65.00 Mean Height NA it NCBCLL: 10.00 TCDL: NA psf Soffit 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Additional Notes Refer to General Notes for additional information +2x6 continuous suongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with lop chord up. a division of 13'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell L## Gravity Non -Gravity Pf. NA Ce: NA VERT(LQ: 0.066 Q 999 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0,128 F 999 360 A 706 /- !- /- /- A Snow Duration: NA HORZ(LL):-0.014 S - - K 708 /- A A A A HORZ(TL): 0.029 S - - A Brg Width = 3.5 Min Req = 1.5 Code /Misc Criteria Creep Factor. 2.0 K Brg Width=3.5 Min Req=1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.707 Bearings A & K are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.552 Members not listed have forces less than 375# Rep Fee: Yes Max Web CSI: 0.217 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/5(0) Plate Type(s): B- C 0 -455 G- H 0 -1046 WAVE VIEWVer. 17.02.01A.1115.21 C-D 0 -431 H-1 0 -1046 D-E 0-1046 1-1 0 -431 E-F 0-1046 J-K 0 -455 F-G 0-1213 as ATE OF i•� OR 40278 ` At.� 0829/2019 INSTALLERS Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp S-R 857 0 P-O 1213 0 R-Q 1213 0 O-N 857 0 Q - P 1213 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-S 769 0 G-O 0 -387 S-D 0 -724 I-N 0 -794 R-F 0 -397 N-K 769 0 ALPINE m aowr 6750 Forum Drive Suite 305 Orlando FL, 32621 SEON: 15004 FLAT Ply: 2 Job Number: 19-0503 Cust:R761 JRef:1WO17610022 T111 FROM: Oty: 1 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOT4LASTORTUGAS DrwNo: 241.19.0808.41863 Truss Label: TFi AK / OF 08292019 r� - 2 Complete Trusses Required 1'f 04 3'i'4 4 5'9" 7'3"8 9' 1't0"4 1'3" t'4"12 1'3" 1'6"8 1'8"8 A3X3 =3X4 B 1111.5X4 C III t.55X4 =3X4 1111.5X4 F =3X3 G T Wit N W T V. Itl5X4 =3X4 =3X4 =3X4 1111.5X4 =3X4 ii.5X4 9' 'S44 1'3" 1'6"8 '}' 1'6"12 r 1'6"12 46 2'11"8 4'7"12 'f 5 T5"4 9 V8 8 Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt NA Des Ld: 65.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA pet Solid: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #2 Sot chord 2x6 SP #2 Webs 2x4 SP #2:W1, W71 2x6 SP #2 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: i 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.FaG=1.00 / Plate Dur.Fac =1.00) TC: From 96 pit at 0.00 to 96 pit at 8.88 BC: From 8 plf at 0.00 to 8 plf at 8.88 BC: 3141b Conc. Load at 4.72 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. "IMPORTANT" Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NI Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE DeR/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell U# Gravity Non -Gravity VERT(LL): 0.014 K 999 400 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.023 K 999 360 N 608 /-/- HORZ(LL): 0.003 A - - H 628 A A A A /- HORZ(TL): 0.005 A - - N Brg Width =8.0 Min Req = 1.5 Creep Factor. 2.0 H Brg Width =- Min Req = - Max TC CSI: 0.129 Bearing N Fcperp = 335psi. Max BC CSI: 0.247 Members not listed have forces less than 3759 Max Web CSI: 0.136 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 0 -440 D-E 0 -448 VIEW Ver. 17.02.01A.1115.21 C-D 0 -451 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. L-K 451 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Camp. I-G 482 0 08/29/2019 re to buildthe The suitability ALPINE W D}AW 6750 Foram Drive Orlando FL, 32821 SEON: 14976 FLAT Ply: 2 Job Number: 19-0503 Oust R761 JRef:1WO17610022 T109 FROM: City: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LASTORTUGAS DiwNo: 241.19.OB42.22407 Truss Label: TF2 AK / OF 08/29/2019 E=� - 2 Complete Trusses Required Loading Criteria (psi) TCLL: 40.00 TCDL: 20.00 BCLL' 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Lumber Top chord 2x4 SP #2 Sot chord 2x6 SP #2 Webs 2x4 SP #2 T 1 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt NA Mean Height: NAft TCDL: NA psf BCDL: NA psi MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Naiinote Nail Schedule:0.12W0", min. nails Top Chord: 1 Row @ 8.50" 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=1.00 / Plate Dur.Fac =1.00) TC: From 4 plf at 0.00 to 4 plf at 4.76 BC: From 8 plf at 0.00 to B plf at 4.76 TC: 221 Ib Co= Load at 1.16, 2.49, 4.49 Hangers / Ties (J) Hanger Support Required, by others Puffins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. =3X3 III1.5X4 A B 4'9"2 4,9"2 r 4,9„2 Snow Criteria (Pg,Pf In PSFj Pg: NA Ct NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria ♦ Maximum Reactions(Ibs) PP Deflection in loc Udell Lr# Gravity Non -Gravity VERT(LL): 0.000 B 999 480 Loc R+ / R- / Rh / Rw / U / RL VERT(CL): 0.000 B 999 360 D 314 /- P /- /- /- HORZ(LL):-0.000 B - - C 406/- HORZ(fL):0.000B - - D Big Width= - Min Req=- Creep Factor. 2.0 C Big Width = 4.0 Min Req = 1.5 Max TC CSI: 0.632 Bearing C Fcperp = 335psi. Max BC CSI: 0.036 Members not listed have forces less than 375# Max Web CSI: 0.079 VIEW Ver: 17.02.01A.1115.21 G�pLS o .•.• cEhsF•.;?i�;� No. 648 A7E OF •s cz %4 P�• �+L �DAIAL 08/29/2019 rES ON THIS DRAWINGI "RACTORS INCLUDING THE INSTALLERS ALPINE .Vlm'/6dYc1(. 6750 Form Drive Suite 305 Orlando FL, 32821 SEON: 14810 FLAT I Ply. 1 Job Number. IM503 Cost R761 JRet1W017610022 T59 FROM: Cry: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DmMo: 241.19.0843.22010 Truss Label: TF3 AK / DF 08/29/2019 A'1",11 t b%' 1'9"5 3'3"11 3'9"11 5 1'6. 6" =3X3 1111.5X4 =6X6 A B C D T ;e 2VI1.4 `v T �tYY ip o T 1 zo' �J 111115X4 �3X8 1113X8(F)E Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TOOL 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 65.00 Mean Height NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA Ps( Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" CBC Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duation: NA Top chord 2x6 SP #2 Bet chord 2x6 SP 92 Webs 2x4 SP #2 Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac=1.00) TC: From 96 pIf at 0.00 to 96 pit at 1.94 TC: From 48 pit at 1.94 to 48 pit at 4.14 BC: From 8 pIf at 0.00 to 8 pit at 1.94 BC: From 4 pIf at 1.94 to 4 pit at 3.81 BC: 2501b Cone. Load at 1.94, 3.44 Plating Notes (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be baced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be Installed as shown with top chord up. Note: Truss not designed to be installed in reverse onentation. Truss must be installed as shown. 14'1"l1 1'9"5 1'7"9 4"1 1'9"5 3'4"15 '9' i Snow Criteria (Pg,H in PSF) Pg: NA CC NA CAT: NI Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.007 F 999 480 VERT(CL): 0.011 F 999 360 HORZ(LL): 0.002 A - - HORZ(TL): 0.003 A - - Creep Factor. 2.0 Max TC CSI: 0.265 Max BC CSI: 0.093 Max Web CSI: 0.135 VIEW Ver. 17.02.01A.1115.21 and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectur plans, specifications and fabricators truss layout. F(Fti1 F V" No. 648 $ a }� ATE OF f cr #0 278 MAL 08/29/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL H 344 /- /- /- /- A D 471 A A /- /- /- H Brg Width =- Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a dgid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -409 B-C 0 -409 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- G 459 0 G- C 477 ALL NOTES ON THIS DRAWINGI 11. CONTRACTORS INCLUDING THE INSTALLERS acticces prior to perfrtorming Tass functiolns Installers shall provide tempona properly attached structure sheattryingl?and bottom chord shall have a proe y as shown above and onvthe JoinfDetdlls. unle s noted o he wise B7Referrto' ALPINE NE ."m 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 14816 SPEC I Ply: 1 Job Number: 19.0503 Cust R761 JRef: 1WOW610022 T6D FROM: Oty: 2 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-4 LAS TORTUGAS DrwNo: 241.19.0844,34207 Truss Label: TF4 AK / OF 0829/2019 rs•4 q 1a44 rres i 1 i5"� 1'5'4 1'J"0 2'9"12 5" 04'4 4'SY2 T3"0 fire 19• Loading Criteria (ps0 TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAK2t NA Mean Height NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 :Lt Bearing Leg 2x6 SP #2: Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five limes the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85 % plating coverage. Bearing at localion x=7'0"8 ,y=20' uses the following support conditions: 778 Bearing G (7'13"B, 20) HUS26 Supporting Member. (3)2x6 SP M-26 (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. Snow Criteria (Pq.R In PSF) Pg: NA Ct: NA CAT: W PC NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in Ice Udell L/# VERT(LL): 0.003 B 999 480 VERT(CL): 0.005 B 999 360 HORZ(LL): 0.003 A - - HORZ(TL): 0.004 A - - Creep Factor. 2.0 Max TC CSI: 0.258 Max BC CSI: 0.200 Max Web CSI: 0.102 VIEW Ver. 17.02.01A.1115.21 and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectun plans, specifications and fabricator's truss layout. F( FM� o .••• �OEIYSF••.e'. • No. 648 t y ATE OF i•�e 0278 AW. 08/29/2019 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ IR- /Rh /Rw /U /RL L 237 /- /- /- /- /- H 344 /- /- /- /- /- G 173 /- L/- L Brg Width =3.5 Min Req=3.5 H Brg Width =3.5 Min Feel =1.5 G Brg Wtlth=- Min Req=- Bearing L is a rigid surface. Bearing H Fcperp = 335psi. Members not listed have forces less than 375# ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing.Refer to and follow the latest edition of BCSI (Building actices prior to pedonning these functions Installers shall provide tempera rtyy pmopedy attached structural sheathing and bottom chord shall have a properl :straint of webs shall have bmanaa installed per BCSI sections B3, B7 or 6IW as shown above and on the Join Details. unless noted otherwise. Referto ALPINE NE mmw 6750 Forum Odve 305 Suite 305 SEON: 14813 FLAT Ply: 1 Jab Number: 19-0503 Cusc R761 JRef:1W017616022 T62 ` FROM: Oty: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LASTORTUGAS DrwNo: 241.19.0844.50120 Page 1 of 2 Truss Label: TF5 AX / DF 08292019 Loading Criteria heal) TCLL: 40.00 TCDL: 20.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" } 5" 3'0"12 4'2"12 7'3"8 5" 27:. 1'2" 3'0"12 =4X7 =2X6 1111.5X4 1111.5X4 =3X3 A B C D �20'11"4 ON { 20' H G F E ��ttt"`��fYYY'77Y-- 1113X8 =3X4 =3X4 1111.5X4 1 4712 i 3'0"12 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt NA Mean Height NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #2 :Ll Bearing Leg 2x6 SP #2: Special Loads Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC: From 96 plf at 0.00 to 96 plf at 7.29 BC: From 8 plf at 0.46 to 8 plf at 7.29 BC: 344 Ib Conc. Load at 0.73 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up Note: Truss not designed to be installed In reverse orientation. Truss must be installed as shown. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specfficallons and fabricator's truss layout. •9MPOF Trusses re uire ext Componengl Safety, bracing Ver BCS1.L attachetl n id ceilin, asapplicatie. App tlrawmgs 160A-Z fo Aloine. a division of 2'5T+ 2'11" 2'11 4'4"8 7'3"8 Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦ Maximum Reactions(Ibs) Pg: NA Ct: NA CAT: NA PP Defection in loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.006 B 999 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.010 B 999 360 1 558 /_ /- /- I - Snow Duration: NA HORZ(LL): 0.006 A - - F 352 /- /- P /- P HORZ(TL): 0.009 A - - E 188 /- /- /- /- P Code /Misc Criteria Creep Factor. 2.0 1 Big Width =3.5 Min Req =3.5 Bldg Code: FBC 2017 RES Max TC CSI: 0,266 F Brg Width = 3.5 Min Req = 1.5 TPI Sld: 2014 Max BC CSI: 0.158 E Brg Width =- Min Req = - Rep Fac: Varies by Ld Case Max Web CSI: 0,373 Bearing I is a rigid surface. Bearing F Fcperp = 335psi. FT/RT:20(0)/5(0) Members not listed have forces less than 375# Plate T e YP (): Maximum Web Forces Per Ply (Ibs) WAVE VIEW Ver. 17.02.OtA.1115.21 Webs Tens.Comp. I -A 0 -602 08/29/2019 failure to build the ALPINE NE m oxw 6750 Foram Drive For moreinrofmatlon see Nis'ob's general notes Page and the.. web sites:ALPINE:w..w.elolne Fwcom TPi: www lclnsLorrSBCA:www.ebcin4uatry.wm'ICC: w.rw.iccasfe.are Orlando FL, 32821 SEON: 14813 FLAT Ply: 1 Job Number: 19-0503 Cust:R761 JRef:1W017010022 T62 FROM: Oty: i /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-4LAS TORTUGAS DmNa: 241.19.0844,50120 Page 2 of 2 1 Truss Label: TF5 AK I DF 08292019 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85 % plating coverage. Bearing at location x=7'0"8 ,y=20' uses the following support conditions: 7'0"8 Bearing E (7'0"8, 20') HUS26 Supporting Member. (3)2x6 SP M-26 (14) 0.148'W" nails into supporting member, (4) 0.148'bt3" nails into supported member. �* v.e 1 ATE OF i , , n0 08/29/2019 INSTALLERS property atmobsd Structural sheaMinnn and bottom c ord shall have a propert :stmint of webs shall have bmannQ ins7afed per BCS sections B3, B7 or Rely as shown above and on the JoinNetalls, unless noted otherwise, keferto ALPINE NE not be respponsible for any deviation from this dmwing,any failure to build the Inslallatidn and braclnqq of trussesA seal on this drawing or cover page , 6750 Foram Drive engineering responslbill(v sole )vy for the design shown. The suite Willy bility of the Building Designer pe;'ANSUTPI I Sec.2. Suite uan30 FL, 32821 LPINE- w aloineiW com-TPb w InlnsLom: Sack w .sbeindusim.mm: ICC: mweieesafe.om SEON: 14802 FLAT Ply: 1 I Job Number: 19-0503 Cust R761 JRaf:1W017610022 Toe' FROM: Oty: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-4LAS TORTUGAS DrwNo: 241.19,0815.35243 Truss Label: TF6 AK / OF 08292019 3'5"4 3'5"4 6'6" 3'0"12 =3X4 1111.5X4 =3X3 A B C D 1 3'5"4 TO"12 11"3 3'5"4 TO"12 3'5"4 6'6" Loading Criteria (pso Wind Criteria TCLL: 4oDa Wind Sid: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt: NA Des Ld: 65.00 Mean Height NAft NCBCLL'10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA pat Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x8 SP 2400f-2.OE Bot chord 2x4 SP #2 Webs 2x4 SP #2 Hangers / Tles Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=67 ,y=20' uses the following support conditions: 6'3" Bearing E (6'3", 20) HUS26 Supporting Member. (3)2x6 SP M-26 (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. any 20, Snow Criteria (P9Pf In PSF) Deft/CSI Criteria AMaximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Defection in Joe L/defi L#f Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.001 C 999 480 Lac R+ / R- / Rh / Rw / U / RL G 250 /- /- /-/- Lu: NA Cs: NA VERT(CL): 0.001 C 999 360 Snow Duration: NA HORZ(LL):-0.000 B - - F 412 /- /- /- /- /- HORZ(TL): 0.000 B - - Creep Factor. 2.0 E 130/- G Big Width= - Min Req=- Cade l Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.026 F Big Width = 3.5 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.059 E Big Width =- Min Req = - Rep Fac: Yes Max Web CSI: 0.049 Bearing F Fcperp = 335psi. FT/RT:20(0)/5(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver 17.02.01A.1115.21 WAVE FL4N ••• 'Y ATE OF f c� �0.t��'•titOR\�P''•��1�'�cr ••aaaM Ir+ 80 2��NAL �v ALPINE M' 1 6760 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14834 SPEC I Ply: 3 Job Number: 19-0503 Cust:R761 JRef:1=17610022 T51 FROM: Cry: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DmNo: 241.19.0845.08880 Truss Label: TF7 AK / OF OW9/2019 - 3 Complete Trusses Required t 1 i 2F5F. zto fl ,zvfi 2'S°5 179 5 � r 2'S••5 2'S"5. I 2'S5 '�- 232654"2 2"I 29 A2024y2 S2 294 10 2'2"] =7X10 01.5X4 =Us e4X5 =3X4 m5X5 111.5X4 m1.5X4 -5X12 w7X10 A 0 C D E F G H IJ X W v u T S R Q P O N 1111.5X4 e7X6 =4X5 -7X6 =3X4 3X4 011.5X6 T_+21'9" T 1 h _(�3011.4 T 2_V13 25"5 2'6"5 2'5"5 2'1"13 2'la 2'5"2 2'5"2 i 11101,155"6 r 27"5 F 5'0"10 + 7'fi" + 9'11"5 + 1T1R 145"6 + 16'11"8 F 19'4"10 1 232"8"8 1 F3 5 219"9 2 8" Loading Criteria (ps0 Wind Criteria Snow Criteria (PO,Pf in PSF) Def#CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Udell Ulf Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.228 F 999 480 Loc R+ / R- / Rh / Rw / U / RL Y 7167 /_ /_ /_ /- /_ BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.373 F 749 360 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.052 A - - M 3896 /- /- /- /- /- Des Ld: 65.00 EXP: NAKzt: NA HORZ(TL): 0.085 A - - Y Bag Width = 3.5 Min Req = 3.5 Code f Mise Criteria NCBCLL: 10.o0 Mean Height NAII: CreeP Factor. 2.0 M Brg Width = 3.5 Min Req = 3.5 0.00 TCDL: NA psf Bldg Code: FBC 2077 RES Max TC CSI: 0.827 Bearings Y 8 M are a rigid surface.Soffit: Load Duration: 1.00 BCDL: NA psf TPI Std: 2014 Max BC CSI: 0.683 Members not listed have tomes less than 375# MWFRS Parallel Dist: NA Maximum Top Chord Forces Per Ply (Ibs) Spacing: 19:2" C8C Dist a: NA it Rep Fac. Yes Max Web CSI: 0758 Chards Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20(0y5(0) 1: NA GCpi: NA Plate Type(s): A-B 0-1899 F-G 0 -4097 VIEW Ver. 17.02.01A.1115.21 Wind Duration: NA WAVE B-C 0-3259 G-H 0 -4067 C-D 0-4129 I-K 0 - 3233 D-E 0-4504 K-L 0 -16651E65 Lumber Additional Notes Top chord 2x4 SP #2 Bat chord 2x6 SP M-26 Webs 2x4 SP #2 :W7 2x4 SP 22501-1.9E: :Lt Bearing Leg 2x6 SP 42: :Rt Bearing Leg 2x6 SP #2: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Raw @ 2.75" O.C. Bat Chord:1 Raw @12.00"o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Our.Fac =1.00 / Plate Dur.Fac =1.00) TC: From 96 plf at 0.00 to 96 pit at 15.46 TC: From 4 plf at 15.46 to 4 plf at 23.67 BC: From 8 plf at 0.46 to 8 plf at 15.46 BC: From 4 plt at 15.46 to 4 pit at 23.21 TC: 9561b Coro. Load at 1.05, 2.65, 4.24, 5.84 7.44. 9.04,10.64,12.24.13.84 BC: 173 lb Conc. Load at 15.46.17.46 BC: 188 Ib Conc. Load at 19.46 BC: 1301b Conc. Load at 21.46,22.96 Plating Notes All plates are 5X6 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. a division of Refer to General Notes for additional information Truss must be installed as shown with top chord up. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricators "as layout �.,4 c'EIYS •i No. 648 OF f cz #0 278' AL 08/29/2019 E-F 0-4083 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Camp. Chords Tens. Comp W- V 2125 0 S- R 4097 0 V- U 3414 0 R- Q 2902 0 U-T 4228 0 Q-P 3179 0 T-S 4504 0 P-O 1869 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 2677 0 G-R 0 -553 Y-A 0-2366 R-H 1810 0 W-B 0-2104 H-1 0 -3132 B-V 1823 0 I-P 0 -1435 V-C 0-1450 P-K 1918 0 C-U 1149 0 K-O 0 -1155 U-D 0 -924 O-L 1932 0 D-T 444 0 L-M 69 -1258 E-S 0 -757 failure to build the 1,41111111.1 ALPINE nwm ax 6750 Forum Drive Odando FL, 32821 1 SEQN: 14838 SPEC Ply: 2 Job Number: 1&0503 Cust R761 JRef:1W017610022 T48 FROM: Qry: 2 IOAKMONT CUSTOM HOMES 11HRISAR RESIDENCE/LOT-4 LAS TORTUGAS DnwNo: 241.19.0816.15240 Truss Label TF8 AK / OF 08/29/2019 r� 2 Complete Trusses Required 2'18Y3 21'0'1 i231'8' r 2.5.5 'i (� 5 ��5"� ]'9"8 18'2"13 12R'14 14'4"10 169"12 19'4"10 ( 2?28 ' I5'Q 2'S"5 2'S"5 2'S"5 2'0"1 2'I"12 2'S"2 2'6"14 2'29 �6X =2X6 =5x5 eta1.=3X8 m1.5xd F G A a C D E F N IJ 1 010 ME 0000111MAN X w v u T S R O P O N IlUX4 _-5X5 aam 111.5X4 23'8' 1 2'1"13 1 2'5"5 + 2'5"5 + 2'5"5 + 2.1"13+ 2.5.4 + 2'S"2 + 2'S'2 r 1, Is Is •B T]"5 5'0"to T6" 9'11'5 1T1"2 e'6 18'11°e 23'2"8 1 5 1'16'15, ,5'8 5' 213'9 23 a' Loading Criteria (ps0 TCLL: 40.00 TOOL: 20.00 BCLL 0.00 BCDL: 5.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2" Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 :Lt Bearing Leg 2x6 SP #2: :Rt Bearing Leg 2x6 SP #2: Nailnote Nail Schedule:0.128"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 now to avoid splitting. Plating Notes All plates are 3X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of stmctural sheathing. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricators truss layout a d1' in�21e° Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NA PP Deflection in Joe Udefl U# Gravity Non -Gravity PC NA Ce: NA VERT(LL): 0.076 F 999 48D Lee R+ / R- / Rh / Rw / U / RL y 1226 /- /_ /_ /_ /_ Lu: NA Cs: NA VERT(CL): 0.123 F 999 360 Snow Duration: NA HORZ(LL): 0.020 A - M 1226 A A A /- A HORZ(TL): 0.032 A - - Creep Factor. 2.0 Y Brig Width = 3.5 Min Req = 3.5 M Brg Width =3.5 Min Req=3.5 Code /Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.221 Bearings V 8 M are a rigid surface. TPI Std: 2014 Max BC CSI: 0.476 Members not listed have forces less than 375# Rep Fee: Yes Max Web CSI: 0.275 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Com, FT/RT:20(0)/5(0) Plate Type(s): A-B 0 -434 F-G 0 -1132 VIEWVer. 17.02.OtA.1115.21 WAVE B-C 0 -766 G-H 0 -1123 C-D 0 -997 I-K 0 -1337 Special loads D-E 0-1130 K-L 0 -699 —(Lumber Dur.Fac=1.00/Plate Dur.Fac=1.00) E-F 0-1130 TC: From 96 plf at -0.00 to 96 plf at 23.67 BC: From 8 plf at 0.46 to 8 plf at 23.21 08/29/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W-V 486 0 S-R 1132 0 V-U 803 0 R-Q 952 0 U- T 1022 0 Q- P 1304 0 T-S 1141 0 P-O 790 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-W 668 0 Q-1 0 -404 Y-A 0 -568 I-P 0 -574 W-B 0 -541 P-K 777 0 B-V 485 0 K-O 0 -538 V-C 0 -368 O-L 820 0 H-1 0-1086 L-M 12 -601 ailure to build the orcover pa e„ I. The suitebibTy ALPINE mmrrrwrarr 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 14873 SPEC Ply: 3 Job Number. 19-0503 Cust R761 JRef.IW017610022 T35 FROM: I QV.1 /OAKMONT CUSTOM HOMES 1HRIBAR RESIDENCE /LOT-4LAS TORTUGAS 1 DIwNo: 241.19.0845.23333 Truss Label: TF9 AK / DF 08/29/2019 3 Complete Trusses Required 3'10" N3'111"6 S 2_110I 9 1146 66814� 8'e86 220218"14� '14489 221 2 111 11 e'3"4 2'2 2'2 2621"10 0 2 —3%3 101.5X4 117 4X4 IIN.5X4 =42X6 A B C D E FG —_4X4 K L M N T111 H H Iv J + u O 1 _za11.4 T 1 1 �20' AA Z Y X W 1111.5X4 1111.5X4 V MU T S R O P =Ioxl0 1111SX4 12W 11W6� 1'102 3'8"4 h 123"8 14,6 F 19'0"8141 21'3'6 2- 3'5"14r4 )-� T4"B Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIfCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 20.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.033 G 999 480 Lac R+ / R- / Rh / Rw / U / RL AA 720 /_ /_ /_ /_ BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(CL): 0.049 G 999 360 BCOL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.007 A - - U 2661 /- /- A A I - Des Des Ld: 65.00 NAKzt NA HORZ TL 0.011 A - - ( ) O 394 /- /- A A /- Code/Misr Criteria NCBCLL: 10.00 Mean Height: NAg Creep Factor. 20 AA Br gWdth=3.0 Min Req=1.5 Soffit 0.00 TCDL: NA sf p Bldg Code: FBC 2017 RES Max TC CSI: O'187 U Brg Width = Min Req = Load Duration: 1.00 MWFRS Parallel Dist: NA BWF NA rat TPI Std: 2014 Max BC CSI: 0.187 3.5 3.5 Width ri id Min Req= 3.5 O Bearing Bearing O is a rigid surface. Spacing: 19.2" CBC Dist a: NA fl Rep Fac: Yes Max Web CSI: 0.466 Bearings AA&UFcpery=335psi. Loc. from endwall: NA FT/RT:20(0)/5(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17.02.01A7115.21 Chords Tens.Comp. Chords Tens. Comp. Lumber It is the responsibility of the building designer B-C 0 -437 F-H 565 0 Top chord 2x4 SP#2 and truss fabricator to review this dwg prior 0 -444 H-J 566 0 BotC-D 2400f-2.OE chord 2x8SP to cuttings that all data, including D - E 0 -474 92 Webs 2x4 SP #2 We and l averify dimensions and loads, conform to the architectural :Rt Bearing Leg 2x6 SP #2: plans, specifications and fabricator's Was layout Maximum But Chord Forces Per Ply (Ibs) Naiinote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.128"x3", min. nails Y-X 444 0 W-V 433 a Top Chord: 1 Row @12.OD" o.c. X- W 451 0 Bot Chord:1 Row @12.00"o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal Maximum Web Forces Per Ply (Ibs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. E-V 0 -396 F-U 0 -B68 Special Loads Ittl111t (Lumber Dur.Fac=1.00/Plate Dur.Fac=1.00) r�S F(FM TC: Fmm 96 plf at 0.00 to 96 plf at 23.95 VV '°••. f BC: From 8 pif at 0.00 to 8 pif at 23.49 BC: 1278 lb Conc. Load at 9.36 ••.•...A.�. . G+ E• • Q �•.• Sic 4.•1�j Plating Notes � All plates are 3X4 except as noted. . No. 648 i Purlins _ The of this truss shall be bracedeattached spanss at 24" no in lieu of structural sheathing. ATE OF jt�cz Additional Notes Q^p�X �C gtso''v Refer to General Notes for additional information ` %.,OR '0 Truss must be installed as shown with top chord up. W #0 278 AL 08/29/2019 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses mQuire ext me care in fabdwlin9, handling9 shipping, installing,and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety (nnformation, b TPI an tl $BCA) roi safety braciFg�er BOGI., 11n1ess noted oytheiwise,top chord shall pro ctices poor to performing these functions. Installers shall provide tempos have propedy attached structural sheathingand bottom chord shall have a progerryly attar e. ri Id celllnn shown for permanent lateral resimint of webs shall have bracing ins ,fled per BCSI sections B3, B7 or 10, Referto oL�oceations a aaaings 160A-ZPor s aat a d p eta fa Isfi nstruss and position as shown above and on the Join fDetails, unless noted otherwise. ALPINE Alpine, a division of ITW Buildin Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,..m,.c rComponents truss in conformance with ANSI Pi 1, or for handling, shippinlq, installation and bracing of tmssesA seal on this drawing or cover.pa 6750 Forum Drive listing this drawing indicates acre tance of ppro esalona engineerinuu responsibilittyy solely for the design shown. The s.18bility drawing, and use of this for any a�ructure is fhe responsibility of the 9uilding Desigder per ANSI/TPI 1 Sec.2. Suite 305 For more information see this'ovs general notes page and these wsb sites: ALPINE www.al inMlw.com'TPI: wvw.t insLo '5SCA: www.sbcindust .wm'ICC: ww.viccsafe.ar, Orlando FL, 32821 SEON: 1449D SPEC I Ply: 1 1 Job Number: 194503 Cuet:R761 JRef:1WO17610022 T119 FROM: City: 9 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LASTORTUGAS DiwNo: 241.19.0820.11487 Truss Label: T1 AK / OF 0812MO19 Loading Criteria (ps0 TCLL: 20.00 , TCDL: 15.00 BCLL 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" 4X T 12 5 C T T =" r T " N l _ 6'7"4 1 A �� 1 8- FOE III1.5X6 =3X3 Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc, fmm endwalC Any GCpi: 0.16 Wind Duration: 1.60 Top chord 2x4 SP 2250f-1.9E Bat chord 2x4 SP #2 Webs 2x4 SP #2 :Rt Bearing Leg2x6 SP #2: Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information 2'� 2'4"10 1'6"6 1'6"8 H Snow Criteria (PgBf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) Pg: NA Cl: NA CAT: NA PP Deflection in loc L/defl L/# Gravity NonGmvity, Pf. NA Ce: NA VERT(LL): 0.000 C 999 360 Loc R+ / R- / Rh / Rw / U / RL F 468 /- /- /431 1257 1110 Lu: NA Cs: NA VERT(CL): 0.001 B 999 240 Snow Duration: NA HORZ(LL):-0.000C - - D - /-62 /- 183 /90 /- HORZ(TL): 0.001 C - - Creep Factor. 2.0 Wind reactions based on MWFRS F Brg Width = 3.0 Min Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.897 D Brg Width = 3.5 Min Req = 3.5 TPI Std: 2014 Max BC CSI: 0.026 Bearing D is a rigid surface. Rep Fee: Yes Max Web CSI: 0.283 Bearing F Fcperp = 335psi. FT/RT:20(0)/5(0) Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. WAVE VIEW Ven 17.02.01A1115.21 B-F 1145 -452 C-D 250 -723 B-E 536 -102 ''IMPORTANT' FURNISH THIS DRAWING TO ALL � "%p,S .Ft FCF� ' , .. • No. 648 y a ➢i • i .$'t ATE OF i kr O�(`ti,�LOR�OP•�� #0278 At. 08/29/2019 :S ON THIS DRAWINGI iACTORS INCLUDING THE INSTALLERS ALPINE wmsun 6750 Forum Dnve Suite 305 Orlando FL, 32821 SEDNt 14876 SPEC Ply: i Job Number. 19-0503 Cust R761 JRef:iW017610022 T95 FROM: Dry: 12 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOTA LAS TORTUGAS DwNo: 241.19.0820.13937 Truss Label: T2 AX / DF 08/29/2019 �— 2'5"7 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height 23.50 It TCDL: 5.0 pat BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 fl I-= from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2250f-1.9E Bot chord 2x4 SP #2 Webs 2x4 SP #2 :W2 2x4 SP 2250f-1.9E: :Rt Bearing Leg 2x6 SP #2: Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information T515 14'2"8 75"15 6'8"9 I T4"3 7'4"3 14'8" 6'10"5 14'2"8 Snow Criteria (P9.Pfin PSF) DefBCSI Criteria Pg: NA Cl: NA CAT: NA PP Deflection in too Udell L/# Pf: NA Ce: NA VERT(LL): -0.137 G 999 36( Lu: NA Cs: NA VERT(CL): 0.187 G 921 24( Snow Duration: NA HORZ(LL):-0.028F - - HORZ(TL): 0.038 F - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.539 TPI Std: 2014 Max BC CSI: 0.708 Rep Fac: Yes Max Web CSI: 0.663 FT/RT:20(0)/5(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A. 1115.21 as 08/29/2019 INSTALLERS as4X5 D T T T 1 y 22.11.4 T 142, ♦Maximum Reactions (Ibs) Gravity NonGmvity Lac R+ /R- /Rh /Rw /U /RL B 907 A P /590 /880 /254 E 634 /- P /364 /560 !- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 E Brg Width = 3.5 Min Req = 3.5 Bearing E is a rigid surface. Bearing B Fcperp = 335psi. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 1871 -1731 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. C.P. B - G 1664 -2061 G - F 1655 -2062 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-F 1842-1524 D-E 2200 -1545 E-F 388 -415 ALPINE 7C 6750 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14544 HIPS Ply: 1 Job Number. 19-0503 Gust, R]61 JReF.1W01]810022 Tat FROM: Qty: 2 /OAKMOM CUSTOM HOMES//HRIBAR RESIDENCE/LOTA LAS TORTUGAS DwNo: 241.19.0820.17637 Truss Label: T3 AK / DF 08/29/2019 T Z_ T 2'6" 6'6" 9' f 2:6„ '� - 4, 12 = C8 -5Xp5 5F,,- T B E Nr Nr &20' A=3X4(B1) 1111. X4 =3X4 _3X4(BI1) F T pli 2'7"12 3'6"12 2'9"8 If.-. 2,4„10 I 2'712 {' 6,2„8 I 9, 1-2,4"10 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE7-10 TCDL: 15.00 Speed: 170 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: I EXP: D Kzt NA Des Ld: 45.00 Mean Height: 20.52 it NCBCLL: 10.00 TCDL: 5.0 psf Soffit 10.00 BCDL: 5.0 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 GCier 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 73 pif at -2.50 to 73 pif at 2.50 TC: From 36 pif at 2.50 to 36 pif at 6.50 TC: From 72 pif at 6.50 to 72 pif at 11.50 BC: From 22 plf at -2.50 to 22 plf at ODD BC: From 20 plf at 0.00 to 20 pif at 2.53 BC: From 10 plf at 2.53 to 10 plf at 6.47 BC: From 20 pif at 6A7 to 20 pif at 9.00 BC: From 22 pif at 9.00 to 22 pif at 11.50 TC: -33 lb Cone. Load at 2.53, 6.47 TC: -18 lb Conc. Load at 4.60 BC: 66 lb Conc. Load at 2.53, 6.47 BC: 31 lb Conc. Load at 4.50 Wind Wind loads and reactions based an MWFRS. Additional Notes Refer to General Notes for additional information "IMPORTANT" any Snow Criteria(P9,Pf In PSF) DefUCSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): -0.043 G 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL):-0.047 G 999 240 B 594 /- /- /- O60 /- Snow Duration: NA HORZ(LL):-0.019 G - - 1 594 /- /- /- f760 P HORZ(TL):. 0.020 G - - Wind reactions based on MWFRS Code /Misc Criteria Creep Factor. 2.0 B Brg Width =8.0 Min Req=1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.821 1 Brg Width n 8.0 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.306 Bearings B 8 E Fcperp = 335psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.022 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT: Chords Tens.Comp. Chords Tens. Comp. Plate Typepe(s): WAVE VIEW Ver: 17.02.01A.1115.21 B-C 824 -373 D-E 830 -372 C-D 687 -326 S FL ��•,.ENSM� i y . No. 648 A7E OF �p ti ��OR10P�•a4'� H0 278 AL 0829/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 306 -687 G-E 305 -692 H-G 316 -694 ALPINE WrtMo}N I 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14558 HIPS Ply: 1 Job Number. 19-0503 Cust R761 JRet1w017610022 T36 FROM: Cry: 1 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LASTORTUGAS DrwNo: 241.19.0820.21567 Truss Label: T4 AK / OF 0829/2019 6' _i B' r 14' 6' 2' 6' =4XB -4X5 C T2 D ,2 LT5 p N_ B E o 12D' A H G I F =3 4(B1) 1111.5X4 �3X4 = X4(81) 14' 6'112 1'6"12 6'3"8 �2'4"1° 6'1°12 7'8"B 14' 2'4"1°—{ Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed:170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP: D Kzt: NA Des Ld: 45.00 Mean Height: 21.24 ft NCBCLL: 10.00 TCDL: 5.0 psi Soffit: 10.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" CBC Dist a: 3.00ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.6D Lumber Top chord 2x4 SP 22501-1.9E :T2 2x4 SP #2: Bot chord 2x4 SP 22501-1.9E Webs 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Snow Criteria (Pg,Pf in PSF) Def1fCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeg U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.023 G 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.047 G 999 240 B 878 !- /- 1650 /638 /213 Snow Duration: NA HORZ(LL):-0.009 G - - 1 878 /- /- 1650 /638 /- HORZ(TL): 0.020 G - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.715 1 Brg Width = 8.0 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.181 Bearings B & E Fcperp = 335psi. Rep Fee: Yes Max Web CSI: 0.060 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTIRT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer. 17.02.O1A.1115.21 B-C 1059 -860 D-E 1056 -859 C - D 1120 -707 CEIY.. M F , No. 648 % OF f c� #0 278 NAt. 08292019 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 701 -631 G-E 701 -682 H-G 704 -634 ALPINE AV�exAXI 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14555 COMN Ply. 1 Job Number: 19-0503 Cast R761 JReflWO1761D= T44 FROM: Qty. 1 /OAKMONT CUSTOM HOMES/ 1HRIBAR RESIDENCE/LOTA LAS TORTUGAS DfwNo: 241.19.0821.57593 Truss Label: T4A AK / DF 08/2912019 14' =5X5 C 12 T 5 p N <V B D `r �zo' A =3 4(Bl) III 1: X4 = X4(B1) E 11 14' � 2'4„10 1 � i_ 1 _i_ 2,4,�70 � Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: D Kzt NA Des Ld: 45.00 Des Ld:: 45.00 Mean Height: 21.45 fi TCDL: 5.0 psi Soffit. 10.00 BCDL: 5.0 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 225Df-1.9E Bot chord 2x4 SP #2 Webs 2x4 SP #2 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TO: From 73 pit at -2.50 to 73 pIf at 6.00 TO: From 36 pit at 6.00 to 36 plf at 8.00 TC: From 73 pit at 8.00 to 73 pit at 16.50 BC: From 22 pit at -2.50 to 22 pit at 0.00 BC: From 20 pIf at 0.00 to 20 plf at 6.00 BC: From 10 pIf at 6.00 to 10 pit at 8.00 BC: From 20 pit at 8.00 to 20 pIf at 14.00 BC: From 22 plf at 14.00 to 22 pIf at 16.50 TC: 2691b Cone. Load at 6.00, 8.00 BC: 13716 Conc. Load at 6.00, 8.00 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional informa8on Snow Criteria (Pg.H in PSF) Pg:NA CC NA CAT:NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fee: Vedas by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.068 C 999 360 VERT(CL): 0.101 F 999 240 HORZ(LL):-0.033 F - - HORZ(TL): 0.047 F - - Creep Factor. 2.0 Max TC CSI: 0.514 Max BC CSI: 0.738 Max Web CSI: 0.074 VIEW Ver. 17.02.01A.1115.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1238 /- /- /- /972 /- G 1238 /- /- /- /972 A Wind reactions based on MWFRS B Brig Width =8.0 Min Req=2.0 G Erg Width =8.0 Min Req=2.0 Bearings B & D Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 1282-1641 C-D 1282 -1641 Maximum Sot Chord Farces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 1406 -1069 F - D 1405 -1069 re to buildthe The sulFability ALPINE ..mvoraun 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14667 COMN Ply: 3 1 Job Number. 19-0503 Cust R761 JRet1W017610022 T2 FROM: Oty: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOTA LAS TORTUGAS DnwNo: 241.19.0822.10787 Page 1 of 2 Truss Label: T5 AK / OF 08/29/2019 —s - 3 Complete Trusses Required ' '09 2 'A"12222"°44I 141051 544913T2 F44"95, 12 3.54 p =5X6 1111.5X4 a5X8 �7EX6 F G H g7X6 T 12 5 6t D X T m T � K4 rvI T I 22 1 1 1 3 8 101.5%4 �3%4 B2 �3X8 �3OX4 1111.5X4 O N L P I �32'e° A V U-4%6 M =-2X4(A1) —4%B 1111.5X4 =y%4(A1) 1II it 1.5X4 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 0.00 Soffit. 10.00 Load Duration: 1.25 Spacing: 24.0" 19, �-2314 2'e° 2'e"74 30"10 2-3.14 —{ 2'8° 5'4"14 9'6" 139"2 167"12 19' Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D KzL NA Mean Height 33.70 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x6 SP #2 Bat chord 2x4 SP 92:62 2x4 SP 22501-1.9E: Webs 2x4 SP 92 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bat Chord:I Row @12.00"o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Snow Criteria (Pg.R in PSF) DefBC81 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell _/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.388 G 578 360 Loc R+ / R- / Rh / Rw / U / RL B 1693 !- /- /- /1751 /- Lu: NA Cs: NA VERT(CL): 0.414 G 542 240 Snow Duration: NA HORZ(LL):-0.303 N - - L 1694 P /- /- 11752 A HORZ(TL): 0.324 N - - Creep Factor. 2.0 Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 Cade! Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.899 L Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.210 Bearings B & L Fcperp = 335psi. Rep Fee: Yes Max Web CSI: 0.083 Members not listed have farces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) FT/RT: Chords Tens.Comp. Chords Tens. Comp. Plate Typepe(s): VIEW Ver. 17.02.01 A.1115.21 53 2001 D-E 1736-1719 G-H 1732 -1715 E-F 1736 -1719 H-1 1732 -1715 WAVE F-G 2054-2001 1-1 1756 -1728 F�F Z/�j �i�E'•e��"G1 ATE OF f e� 0 „RNOP�l�4'<cr #0278 �D•,A� 08/29/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp D-T 1832-1867 R-Q 1653 -1668 T-S 1759-1781 Q-P 1760 -1784 S-R 1658-1672 P-J 1834 -1860 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. F-R 364 -398 R-H 369 -403 re a pro eny B7�eferta ALPINE to build the ver pa a Forum 6750 Driveme suifabllity Suite 305 [CC : w..w,..fe.oy_ Orlando FL, 32821 G & M Millwork INC xxc..I�xxxnax. mm,--.—.�rcmn Oakmont custom Homes Ireaa JaWc Bermuda Plan 1314E Camp 6693 SW Sll.r.lf on. 34990 Entry doer t EXaM Thd..Tru Fseresalc Mahopary d0uble d0or V%Clear lmpadl ECase vdih 3 v.He SOL Cara boar lmde and ON to create simmulated 64,500.00 94,500.00 4 foe door. Iesualm ImWrg TMaMH bmr¢e WJeh Eow eveep, border veaNer UdP. IIaerkV Audarcal Ede beaNg 6raWeea sted"ea 6 art 61Murad campafte lamin Dwbe bone eaters No sane tutlrve Frame and! dome. W stoned The.. Peppercorn .. I a5eaced 6ueTaul tAiO] Toal x,fth tax and Labor SEQN: 14667 COMN Ply: 3 Job Number: 19-0503 Cust R761 JRef1WO17610022 T2 FROM: Cry: 1 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DOvNo: 241.19,0822.10787 Page 2of2 Truss Label: TS AK / OF 08/292019 Special Loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 72 plf at -2.50 to 72 plf at 4.02 TC: From 36 pif at 4.02 to 36 pif at 14.98 TC: From 72 pif at 14.98 to 72 pit at 21.50 BC: From 22 pif at -2.50 to 22 pif at 0.00 BC: From 20 pit at 0.00 to 20 pif at 2.67 BC: From 10 pif at 2.67 to 10 plf at 16.33 BC: From 20 pif at 16.33 to 20 pif at 19.00 BC: From 22 pif at 19.00 to 22 pif at 21.50 TC: 451b Cone. Load at 4.02,14.98 TC: 123 lb Conc. Load at 5.13 TC: 99 lb Conc. Load at 5.40,13.60 TC: 1301b Conc. Load at 6.40, 8.40, 9.56,10.60 12.60 TC: 117 lb Conc. Load at 14.04 BC: 13 lb Cone. Load at 4.02,14.98 BC: 56 lb Conc. Load at 5.13 BC: 52 lb Conc. Load at 5.40,13.60 BC: 60 lb Conc. Load at 6.40, 8.40, 9,56,10.60 12.60 BC: 54 lb Conc. Load at 14.04 S Ft �'•.G�EflIS�M,G'� 1 F•. No. 648 • ATE OF .+ ti 0 R10P��'� HO 278,ONA6� 0829/2019 any ALPINE Mm' 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 14664 COMN Ply: 1 Job Number. 19-0503 Cust R761 JRef:1W01761CD22 T14 FROM: Oty: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DwNo: 241.19.0822.29110 Truss Label: T6 AK / OF 08/2912019 �2'2'4 ' e"4 ♦—i I 12'10'12 I 14'5'14 19' , F114 17'2 3'4°12 3'4°12 1T2 4'62 68 1111.5X4 z6X8 2 3%5 a3%5 T T 6 � 1111.SX6 F 10Ism 23C%4 D E a3X4 K L M a RC N 0 1 91sX4 ee3X4 =3%B =3%4 011.5X4 -L A Z Y X =5% P O �32'a" ee2X4(A1 =5X5 �. .... 4X4=2Xd(A1) m. cr 1II 1.4"4 1'31 —2'3°14T 1.4°41 2'6°� Is"8 1'-- 4 3'4"12 4,4°6I a'1°4 9'6" 9' 3'4'12 1'8"14 20"2 1'4°4 111611 149't 1fi']"12' 1—2'3'14—°{ n71z Loading Criteria yon) Wind Criteria Snow Criteria (Pg.N in PSF) DefIlCSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA CL NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf NA Ce: NA VERT(LL): -0.357 H 628 360 Lac R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.452 H 496 240 B 1106 /- /- [745 /1109 1203 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.291 P - - N 1106 P /- 1745 11109 1- Des Ld: 45.00 EXP: D Kzt: NA HORZ(TL): 0.375 P - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 33.93 it Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 t0A0 TCDL: 5.0 fistBld g Code: FBC 2017 RES Max TC CSI: 0.471 N Brg Width = 8.0 Min Req = 1.8 Load Load Duration: 1.25 P MWF SA sf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max SC CSI: 0.641 Bearings B 8 N Fcperp = 335psi. Members not listed have fames less than 375# Spacing: 24.0" C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.155 Maximum Top Chord Forces Per Ply (Ibs) Loc. From Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. pI: 0.18 Gabon:1. Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 B-C -607 I-J 2488 -2223 C-D 798 085 -259 I-J� 2433 -2348 Lumber D - E 582 -259 J - K 2833 -2348 582 Top chord 2x6 SP M-26 :T2 2x6 SP 92: E - F 280D -2348 K - L 627 -259 Bot chord 2x4 SP#2 F-G 2439-2085 L-M 765 -507 Webs 2x4 SP#2 G-H 2488-2223 M-N 917 -676 Wind Wind loads based on MWFRS with additional C&C Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. member design. Additional Notes B-Z 413 -435 Z-Y 420 -444 U-T 1937 -1905 T-S 2433 -2667 Refer to General Notes for additional information E - W 2436 -2576 5 - K 2436 -2668 Laterally brace top chord below filer and bottom chord W - V 2433 -2576 O - P 420 -469 above filler at 24" o.c., including a lateral brace at chord V - U 1937 -1829 P - N 413 -460 ends (If no rigid diaphragm exists at that point). iN1YN Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q♦•♦♦ `r EN�n•M/�� C-Y 598 -566 V ` • V- Y-D 491 -507 U-1 331 -491 1-T 375 -496 • F-V 860 -572 T-J 878 -572 • G-V 375 -487 L-O 491 -533 No. 848 � G-U 331 -492 O-M 633 -566 • ?rt st • ATE OF f kr ORN��' OIVAL #0278 009/2019 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 1 Trusses rapire extreme care in fabdcatin , handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component SafetyIn{ornation, b TPI an � 5BCA) safety practices prior to performing these functions. Installers shall pro y�'de temposry bracingTer gCSI. Unless noted a herwise,top chord shall have property attached structural sheathing and bottom chord shall M1ave a progetly attaclhla dgld celllnq Locations shown for upermanent lateral restraint of webs shall have bmcinpQ installed per BCSI sections B3, B7 or 10 as applicable. Appiy places to each few of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to'ALPINE tlmwings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4Components 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 hapolinq shipping, installation and bracing of tmssesA seat on this drawing or cover Pa e, , drawing Indicates for tthe design The /Nmrmaerq 6750 Folam Drive listing this acceoomnce of toassione engineoriny responsib111ttyv solepv shown. suifablhly and use of this drawing for any a ucture is the responsibility ofthe Building Desigrfer peYANSVTPI 1 Sec.2. Suite 305 Fortson, information see this iob'saeneml notes moo and these mb sites :ALPINE:wewaleineitw.eomfTPI: win Wnstorq:SBCAwmv.sndndusftvoem; [CC: w..w.i=afeahq Orlando FL, 32821 SEQN: 14661 COMN Ply: 7 Job Number: 19-0503 CusCR761 JRef.1W017610022 T&I FROM: Oty: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0822.42063 Truss Label: T7 AK / DF 0829/2019 �I r 2'2"4 5'8"11 F 8'1"4 10'10"12 } 13'3"5 19 ; 2'2°4 3'8°7 2'4"9 2'98 2'4°9 5'8"it =5X8 =6X6 F T2 G 2'7"12 28S1 I 3627171 I 24"4 +314— 9° 132 1921223"141 22'e" I 56 2"—� Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Sid: ASCE7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: D Kzt NA Des Ld: 45.00 Mean Height 34.35 fit NCBCLL: 10.00 TCDL: 5.0 psf Soffit 10.00 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x6 SP M-26 :T2 2x6 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP 92 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information "IMPORTANT' FURNISHTHIS Snow Criteria(PnPf In PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LQ: -0.369 Q 607 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.470 Q 477 240 B 1106 /- /- f730 11111 /236 Snow Duration: NA HORZ(LL):-0.328 M - - K 1106 /- /- 7730 /1111 /- HORZ(TL): 0.421 M - - Wind reactions based on MWFRS Code I Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.469 K Brg Width = 8.0 Min Req = 1.8 TPI Sid: 2014 Max BC CSI: 0.567 Bearings B & K Fcperp = 335psi. Rep Fac: Yes Max Web CSI: 0.203 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT: Chords Tens.Comp. Chords Tens. Comp. Plate Typepe(s): WAVE VIEWVer. 17.02.01A.1115.21 B-C 606 -339 G-H 1998 -1622 C-D 599 -259 H-1 2628 -2157 D - E 2603 -2162 I - J 645 -259 E - F 2008 -1642 J - K 650 -339 F-G 1937-1475 as ATE OF i cr o,�ti,•�4ORNpP•G��4 #0278 ��O�fA1- 08/29/2019 THEINSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp D - R 2159 -2275 P - O 2150 -2354 R-Q 2156-2Z75 0-1 2153 -2354 Q-P 1463-1307 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-Q 1127 -807 P-G 454 -509 F-Q 472 -605 P-H 1153 -805 ALPINE .W IIM/0YM1' 6750 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14670 COMN Ply: 1 Job Number. 19-0503 CusLR761 JReL1W017610022 T8 FROM: Qty: 3 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DmNo: 241.19.0822.54940 Truss Label: TB AK / DF 08/29/2019 t' 2'24 F 6'4"3 { 9'6" 12'7"13 19' { 2'24 4'1'95 9'! 3'1"13 6'4"3 =a5X5 F 19, 3'6i 33"9 3'9"15 2'4"B 2'3"14 '{' '{' 6,2"7 '{' y'6" F 12'9"9 169"8 1 112314—{ Loading Criteria (ps0 Wind Criteria Snow Criteria (P9,Ptin PSF) Def fCSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: N PP Deflection in Ice Udell V# TCDL: 15.00 Speed; 170 mph Pf: NA Ce: NA VERT(LL): -0.392 G 572 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.497 G 451 240 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL):-0.350 L - - Des Ld: 45.00 D Kzt: NA HORZ(TL): 0.448 L - - Code / Misc Criteria N10.00 can Height 34.64 it Mea CreepFactor. 2.0 TCDL: 5.0 psf Soffit: ffit: 10.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.469 Load Duration: 1.25 MWFRS Pamllel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.553 Spacing: 24.0" C&C Dist a: 3.00 ft Rep Fee: Yes Max Web CSI: 0.214 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.01A.1115.21 Wind Duration: 1.60 WAVE Lumber Top chord 2x6 SP M-26 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information �1):irr7el1}e t n �3zw ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1106 P P 1714 11111 /259 J 1106 P /- /714 11111 A Wind reactions based on MWFRS B Erg Width = 8.0 Min Req = 1.8 J Big Width =8.0 Min Req=1.8 Bearings B & J Fcperp = 335psi. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 620 -339 F - G 1797 -1404 C - D 611 -259 G - H 2479 -2041 D - E 2453 -2041 H -1 657 -259 E-F 1814-1404 1-J 664 -339 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. D-P 2012-2093 O-N 2008 -2172 P-0 2008-2093 N-H 2O12 -2173 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-0 1194 -880 O-G 1211 -880 F-0 915-1039 allure to build the or The SUI&bility ALPINE .W IIVl0x91(i 6750 Foram Drive Suite305 Orlando FL, 32821 SEON: 14674 COMN Ply: 1 I Job Number. 19-0503 Cust R761 JRef.1VV017610= T5 FROM: Oty: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DrwNo: 241.19.0823.10800 Truss Label: T9 AK / OF 08/29/2019 5'01 9'6" 13'11"15 19' 5'0"1 4'5"15 4'5"I 5'0"1 =4X5 D 4'10"5 4711 4791 4'10"5 F---24"10 '}' 4Y0"5 1 9'6' + 14'1"11 } 19' { 2'4"10 —{ Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCSCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 34.64 h TCDL: 5.0 pad BCDL: 5.0 psf MWFRS Paallel Dist: 0 to h/2 C&C Dist a: 3.00 fl Loc. tram endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2250f-1.9E Bot chord 2x4 SP 92 Webs 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Snow Criteria (Pg,m in PSF) Pg: NA Ct: NA CAT: N) PL NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code! Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE "IMPORTANT" FURNISH THIS DRAWING TO ALL as any Detl/CSI Criteria PP Deflection in loc Udell L#t VERT(LL): -0.099 1 999 360 VERT(CL): 0.1191 999 240 HORZ(LL):-D.D44 H - - HORZ(TL): 0.057 H - - Creep Factor. 2.0 Max TC CSI: 0.694 Max BC CSI: 0.748 Max Web CSI: 0.140 VIEW Ver. 17.02.01A.1115.21 ♦ Maximum Reactions (Ibs) Gravity NonGmvity Loc R+ /R- /Rh /Rw /U /RL B 1109 /- /- O15 /1114 1259 K 1109 /- /- f715 11114 A Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.8 K Big Width =B.O Min Req=1.8 Bearings B & F Fcperp = 335psh Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 1769-1428 D-E 1504 -1087 C - D 1503 -1087 E - F 1766 -1428 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - J 1228 -1325 I - H 1227 -1373 J -1 1227 -1327 H - F 1228 -1370 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 556 -305 I-E 553 -305 D -1 444 -467 FLF,yi No. 648 t �• sylr '{L ATE OF f c� ��.�ti•9, OR\QP tis....N V 40 278 ` �ONAt. 08/29/2019 :S ON THIS DRAWINGI :ACTORS INCLUDING THE INSTALLERS rlo peKowing these (ugctiolns Installers shall pravitleser(npuolmry !ached structural sheatpinp and bottortJ chord shall have a proppeily ebs shall have bacinp installed per B SI sections B3, B7 or B10, Bove and on the Join�Details, unless noted otherwise. Refer to ALPINE NE 6WA 6750 Foram Drive Suite305 Orlando FL, 32821 SEQN: 14679 COMN Ply. 1 Job Number. 19-0503 Cust R761 JR&AW017610022 T7 FROM: Qty. 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DnvNa: 241.19.0823.19730 Truss Label: T9A AK / OF Oa/29/2019 601 45"15 4'5"15 �4X5 D 50"1 4'10"5 4'7"11 4'7"11 4'10"5 —24"10 —r 4'10"5 + 56"' + 14'1"11 1, Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Doff CSI Criteria ♦Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA CC NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL):.0.105 H 999 360 Loc R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): OA29 H 999 240 B 1125 /- P f712 11132 /212 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.041 G - - J 862 /- /- /518 1875 P Des Ld: 45.00 EXP: D Kxt NA HORZ(TL): 0.052 G - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 34.64 it Code / Misc Criteria Creep Factor: 2.0 P B Brg Width = 8.0 Min Req = 1.8 Soffit: 10.00 TOOL 5.0 psi Bldg Code: FED 2017 RES Max TC CSI: 0.755 J Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 gCOL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 Still: 2014 Max BC CSI: 0.191 Bearings B & F Fcperp = 335psi. Spacing: 24.0" C&C Dist a: Re Rep Fac: Yes Maz Web CSI: 0.191 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from dwa l: Any Plate Type(s):(0) Chords Tens.Comp. Chords Tens. Comp. pi: 0.18 GCpi: 0.18 Plate Type(s): Wind Duration; 1.60 WAVE VIEW Ver. 17.02.01A.1115,21 B-C 1902-1466 D-E 1656 -1129 C-D 1585-1123 E-F 2079 -1553 Lumber Top chord 2x4 SP 2250f-1.9E:T2 2x4 SP #2:Bot Maximum Bot Chord Forces Per Ply (Ibs) Webss2x4 SP ##2 2x4#2 Webs Chords Tens.Comp, Chords Tens. Comp. B-1 1263-1604 H-G 1363 -1728 Wind 1-H 1262-1607 G-F 1364 -1727 Wind loads based on MWFRS with additional C&C memberdesign. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. Refer to General Notes for additional information C - H 558 -308 H - E 692 -420 D-H 473 -638 FtF,LJ vs•. ti� ,.m. _ATE OF ZzI / 40278 '41:111 08/29/2019 JOtuml sneatnlnp and nottom chord$nail gave a proeny lave bracm installed per BCSI sections3, B7 or �10, Refer on the Joinl9Details, unless noted otherwise. to A141111011111.1 LPINE NE ,r any deviation from this drawing,any failure to build the .ing of tnrssesA seal on this drawing or cover paga �nsibility solely for the deslpn shown. The SulGbllity 6750 Foram Odve Suite 305 Designer per ANSI/TPI 1 Sec.2. n' TPI: wew.t into ; SBC : K vsbdndus .wm; I= w ianafe.om Orlando FL, 32821 SEQN: 14682 COMN Ply: 1 Job Number. 19-0503 Oust R761 JRet1VJO1761o022 Tso' FROM: Qty: 2 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LASTORTUGAS DmNo: 241.19.0823.28553 Truss Label: T10 AK / DF 08/29/2019 Loading Criteria (psi) TOLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Lot 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber i 5'OY 9'6' 13'1115 19' r 5'0"1 F 4'S"15 1- 4'S"15 5.0.1 m4X5 0 K J m6X6 m1.5X4 IN 4'10'S 4T11 4'9'/ 341 1W81 —2410—� 4'10"5 1 B'6" i 143"7 ' 179'a F 19' h Wind Criteria Wind Sot ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 34.64 It TOOL: 5.0 psi BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2250f-1.9E :T2 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #2 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information any T __4i�szw 6 L __VV4" Snow Criteria (Pg,K in P3F) De0/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non-Gmvity Pf: NA Ce: NA VERT(LL): -0.105 M 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): OA20 M 999 240 B 1130 /- /- f713 /1137 /212 Snow D6ration: NA HORZ(LL):-0.105 H - - H 857 /- /- /517 /872 /- HORZ(TL):0,120 H - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.757 H 13 g Width =- Min Req = - TPI Std: 2014 Max BC CSI: 0.772 Bearing B Fcperp = 335psi. Rep Fee: Yes Max Web CSI: 0.377 Members m not listed have Toes less than 375# Maximum Top Chord Forces Per Ply (Ibs) F1/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer. 17.02.01A.1115.21 B-C 1918-1478 E-F 2152 -1580 C-D 1602-1133 F-G 2693 -1840 D-E 1671 -1141 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-N 1274-1619 M-L 1420 -1776 N - M 1273 -1622 L - 1 1783 -2599 BI:fill 7XIIIV INSTALLERS Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-M 556 -310 L-F 833 -361 D-M 489 -640 I-G 1671 -2437 M-E 750 -475 G-H 1165 -791 ALPINE 6760 Foram Drive Suite 305 Orlando FL, 32821 SEON: 14686 COMN Ply: 1 I Job Number. IM503 Cust R761 JRet1W017e10022 T21 FROM: City. 1 /OAKMONT CUSTOM HOMES/ MRIBAR RESIDENCE /LOT-0LAS TORTUGAS DrwNo: 241.19.0823.32413 Tress Label: T11 AK / OF 08/292019 4'6"4 1 8'9"14 4'8"4 4'3"10 �4X5 �4X8 D E 19, 15'9"2 19, 5'7" V2"14 B'11°10 1'2" 5'10"8 2'11"6 --24"10 8'it"10 10'2" 16'0"10 19' Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D K t NA Des Ld: 45.00 Mean Height: 34.50 it NCBCLL: 10.00 TCDL 5.0 psf Soffit: 10.00 BCDL: 5.0 part Load Duration: 1.25 MWFRS Parallel Dist: 0 to h2 Spacing: 24.0" CBC Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2:T1 2x4 SP 2250f-1.9E: Bot chord 2x4 SP #2 Webs 2x4 SP #2 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information a ant 1 32'8.' Snow Criteria (P9.Pfin PSF) Def#CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L## Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.104 C 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.111 J 999 240 B 1130 /- /- 1733 11130 237 Snow Duration: NA HORZ(LL):-0.038 H - - H 857 P P /507 /881 /- HORZ(TL): 0.042 H - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.847 H Brg Width =- Min Req = - TPI Sid: 2014 Max BC CSI: 0.789 Bearing B Fcperp = 335psi. Rep Fac: Yes Max Web CSI: 0.432 Members not listed have forces less than 375# FT/RT:20(0)/5(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer. 17.02.01A.1115.21 B-C 2052-1476 E-F 1764 -1231 C-D 1691 -1182 F-G 2047 -1409 D - E 1729 -1049 F(F�f< y ••• e 19 !01- 14TIE OF i cAZ kr A%4 O��RNoP�`a�' #0278 `�OJIIAI.� 08/29/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-K 1274-1887 J-1 1533 -2249 K-J 1066-1432 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-K 559 -257 F-I 1107 -675 D-K 289 -394 I-G 1589 -2312 K-E 477 -127 G-H 1149 -831 J - F 849 -485 to build the ver pa e„ is suitability, ALPINE owmw 6750 Forum Drive Suite305 Orlando FL, 32821 SECN: 14692 COMN Ply. 1 I Job Number. 19-0503 Cust: R761 JRet1W01761U022 T25 FROM: Cry: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DiwNo: 241.19.0823.36547 Truss Label: T12 AK / DF 08/29/2019 r 6'9"14 + 1004 + 11'1'3 13'9"2 + 19' ; fi'9"14 3'2"fi 1'0"15 2'7"15 5'2'14 I_ Loading Criteria (ps0 TCLL 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" =4X4 19' 6111"10 21014 . 4'0"6 5'1'2 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height: 34.31 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T1 2x4 SP 2250f-1.9E: Bot chord 2x4 SP #2 Webs 2x4 SP #2 :W7 2x4 SP 2250f-1.9E: Hangers I Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information '*IMPORTANT" FURNISH THIS 1 t—vzw Snow Criteria (Pg,H in PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell IJ# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): -0.104 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.120 D 999 240 B 1130 /- /- f759 /1119 1318 Snow Duration: NA HORZ(LL):-0.027 H - - H 857 /- /- /500 1887 /- HORZ(TL): 0,030 H - - Wind reactions based on MWFRS Code I Misc Criteria Creep Factor. 2.0 B Brg Width =8.0 Min Req=1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.803 H Brg Width =- Min Req = - TPI Std: 2014 Max BC CSI: 0.664 Bearing B Fcperp = 335psi. Rep Fee: Yes Max Web CSI: 0.576 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTIRT:20(0y5(0) Chords Tens.Comp. Chords Tens. Comp. Plate T e s yp () WAVE VIEW Ver: 17.02.01A.1115.21 B-C 1922-1419 E-F 2311 -1583 C-D 2014-1297 F-G 1942 -1362 D-E 2219-1438 FLF4 vsF.•?'c ATE OF i . kr �.� %. jO,pR1N�PG�a�' #0278 AI-� 08/29/2019 ALL CONTRACTORS INCLUDING Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-K 1206-1842 J-1 1113 -1640 K-J 1210-1842 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - D 859 -634 F - I 1376 -920 J-E 650 -899 I-G 1456 -2126 E-1 488 -631 G-H 1118 -809 ALPINE w 6750 Forum Drive Suite305 Orlando FL, 32821 SEON: 14698 COMN Ply. 1 Job Number: 19-0503 Cust R761 JRef:1W017610322 T23 FROM: Oty: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LASTORTUGAS DrwNo: 241.19.0823A3277 Truss Label: T13 AK / OF 0829/2019 4'9"14 8'0"4 11"I"3 11'�"2 19' 14 -{- 3'2S 3'0"15 17" 5 7'2"14 as4X4 =5X5(SRS) III3X5 11 19' 5'1114 710"13 �•^ 24°10"3 + 19' Loading Criteria (part Wind Criteria Snow Criteria (Pg,N in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lac Udefl L#! Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.130 D 999 360 Lee R+ / R- / Rh / Rw / U / RL BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.145 D 999 240 B 1130 !- /- 1781 11107 /400 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.045 H - - H 857 /- /- 1496 1901 /- EXP: D Kzt NA Des Ltl: 45.00 HORZ(TL): 0.049 H - - Wind reactions based on MWFRS 0 B Brg Width = 8.0 Min Re NCBCLL: 10.00 Mean Height: 34.31 Cotla/Mist Criteria Creep Factors 2.0 q= 1.8 TOOL: 5.0 psf H Brg Width =- Min Rent = - Sofft 10.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Maz TC CSI: 0.887 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.829 Bearing B Fcperp= 335psi. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.780 Members not listed have farces less than 375# Lac. from endwall: Any FT/RT:20(0)/5(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: all: Plate Type(sChords Tens.Comp. Chords Tens. Camp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1116.21 B -C 1939-1478 D-E 1744 -1294 Lumber C-D 1949-1317 E-F 1947 -1374 Top chord 2x4 SP #2 :T1 2x4 SP 2250f-1.9E:Bot chord 2x4Maximum Bot Chord Forces Per Ply (Ibs) We 92 dTens.Comp. #2 Chords ens.om ors ens. Comp. Webs 2x4 SP #2 :W6 2x4 SP 2250(-1.9E: P� Chords TCP• Hangers/Ties B-J 1271 -2082 I-H 1269 -1803 J-1 1715 -2591 (J) Hanger Support Required, by others Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C8C Webs Tens.Comp. Webs Tens. Comp. memberdesign. C-J 374 -417 E-I 1103 -1299 Right end vertical not exposed to wind pressure. J-D 790 -502 I-F 756 -543 D-I 1120 -685 F-H 1941 -1357 Additional Notes IBNBI Refer to General Notes for additional information p Q F IL o .•.• cENSFM�;�G' No. 648 '}z ATE OF •f �►�i��ORMD��,a�kr 0278 ANAL 08/29/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re airs extreme care in fabdcatlnn, haodlin shipping, installing and bracing. Refer to and follow the latest edition of gD$I (Builtling Component Safety Information, by TPI and $Bc"A) fo'r safety practices poor to performing these functions. Installers shall prowde temporary bracing per SCSI,., Un ess noted o hefwise,top chorU shall have propedy attached stmcturel sheathing and bottom chord shall have a propedy attached rigltl celllnp Locations shown for pperrtlanent lateral restraint of webs shall have bracin ins ailed per BCSI sections 3, B7 or 10, as applicable. Apply nnieces to each face, ofiruss and position es shown shove and on the JoiniDetails, unless noted otherwise. lister to ALPINE drawings 160A-Z for stantlard plate positions. Alpine, a division of rit BUllId�incqt Components Group Inc., shall not be responsible for any deviation from this dmwing,any failure to build the ..a Imes in conformance with ANSI/TP1 1, or for handling, shlppiny, installation and bracing of trussesA seal on this drawing or cover pane 6750 Foram Drive listing this tlrawinn indiicates acceptance of pro esslona engineeringq responslbili(v sole )vv for the tlesl n shown. The suitability antl use of this thawing for any structure Is foe responsibility of the eullding Designer per'ANSVTPI 1 Sec.2. Suite 305 =ar mare information see this job's general notes page and these web sites: ALPINE: waw.aipinesacoan;TPI: w .hdnsl.org;SBCA: a sbdndusby.cum:MC: wxw.i=afeeq; Orlando FL, 32821 SEDN: 14708 COMN Ply: 1 Job Number: 19-0503 Cust R761 JRet1W017610022 Us FROM: Dry: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrvMo: 241.19.0823.53300 Truss Label: T14 AK / DF 08/29/2019 T to 1 I 2.9"14 6'0"4 12.5"4 19' r 2'914 ')' 3'P"6 6�y� 6'6"14 'I =5X8 1112X5 E F 2'11"10 2 6'8"8 6'1"12 —2'4"10 —i r11"10 s•612 ' 12.5"4 167" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: D Kzt NA Des Ld: 45.00 Mean Height: 34.59 R NCBCLL: 10.00 TCDL: 5.0 psf Soffit 10.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" CBC Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2250f-1.9E Bot chord 2x6 SP #2 Webs 2x4 SP #2:W4, W6 2x4 SP 22501-1.9E Special Loads Dur.Fac.=1.25) 73 pit at 2.82 36 pit at 6.02 72 pit at 19.00 22 pit at 0.00 20 pit at 2.85 10 pit at 4.88 20 pit at 19.00 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information -L I _+32,r Snow Criteria (Pg,Pf in PSF) DefUCSi Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.195 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.205 D 999 240 B 1305 /- /- /- /1419 Snow Duration NA HORZ(LL):-0.038 C - - G 910 /- /- /- /952 /- HORZ(TL): 0.040 C - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Erg Width = 8.0 Min Req = 2.1 Bldg Code: FBC 2017 RES Max TC CSI: 0.573 G Brg Width =- Min Req = - TPI Std: 2014 Max BC CSI: 0.695 Bearing B Fcperp= 335psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.897 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVen17.02.01A.1115.21 B-C 1982-1818 D-E 1280 -1212 C - D 3201 -2996 o,••Gc'ENs*M�?', •i No. 648 t ATE OF r cz %,•ORN®�G,��kr 0278 �AIAI6 0829/2019 ES ON THIS DRAWINGI RACTORS INCLUDING THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1605 -1738 I - H 3084 -3332 J -1 1614 -1736 H - G 1028 -1047 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 1517-1608 E-H 605 -426 I-D 599 -401 E-G 1200 -1183 D - H 2331 -2098 ALPINE A"nYI WIA. W 6750 Foram Drive Suite 305 Orlando FL, 32821 SEON: 14701 HIPM Ply: 1 Job Number: 19-0503 Cu.".R761 JRet1wD17610022 T24 FROM: Oty: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0825A3180 Truss Label: T15 AK / DF 08/29/2019 Loading Criteria (psi) TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #2 14 14'0"10 5'5"14 + 4'3"6 i4'3"6 e 5X8 12 B 1111.5X4 �4X4 C D H G F E 1111SX6 =3X4 �3X8 1111.5X6 14'0"10 5'S"14 4'3"6 4'3"6 r- 5'S"14 �- 9'9„4 14'0"10 T Wind Criteria Wind Sid: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 35.05 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C memberdesign. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional information THIS DRAWING Snow Criteria(PB.Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions(Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udell 119 Gravity Non -Gravity PC NA Ce: NA VERT(LL): -0.029 B 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.032 B 999 240 H 650 /- /- /414 1630 1226 Snow Duration: NA HORZ(LL):-0.007 E - - E 650 /- /- 1377 1706 A HORZ(TL): 0.008 E - - Wind reactions based on MWFRS Code /Mist Criteria Creep Factor. 2.0 H Brg Width=- Min Req=- Bldg Code: FBC 2017 RES Max TC CSI: 0.914 E Brg Width =- Min Req = - TPI Sid: 2014 Max BC CSI: 0,373 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.516 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/5(0) Plate Type(s): A-B 1101 -864 C-D 912 -640 WAVE VIEW Ver: 17.02.01A.1115.21 B-C 912 -640 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.ComP. Chords Tens. Comp. H-G 54 -462 G-F 734 -1222 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 921 -601 C-F 429 -323 A-G 690 -782 F-D 7. -7131 B-F 389 -118 D-E 903 -611 No. 648 't ATE OF f c� 41OR l"ft". .r 80278 ` /ONAt. c� O8/29/2019 ALL NOTES ON THIS DRAWINGI 11 CONTRACTORS INCLUDING THE INSTALLERS installing and bracingRefer to and follow the latest edition of BCSI (Building actices pnorto performing these functions Installersshall vrowde temporarryv �sropedy attached stmcluml sheathing and bottom chord shall have a prooedy traint of webs shall have bmann ins ,lied per BCSI sections B3, B7 or B10, as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE NE 6750 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14714 COMN Ply: 1 Job Number: 19-0503 Cust R761 JRet1W017610022 Tt FROM: Qty. I /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS I DmNo: 241.19.0825,47547 Truss Label: T16 AK / DF 08/2912019 5'1°12 8'5'4 '15'2"4 19' f5'1"12 3'3"8 '{' 6'9" '{' 12 "1 112X4 -5X8 T2 =04 D E F T T T 2 g3X5 5� Q m a 1 m32'B• B 111.5Xfi Ta 1II A K JI H ll31'4" ss3X4(Bi) 111 1.5X6 =3X8 =5X8 1I7.5X4 5' 14' 5 70°0�34°8� —24"10 --1- 55, ' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg.Pf In PSF) DeN CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in ]cc Well L/# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.041 H 999 360 Lac R+ / R- / Rh / Rw / U / RL B 451 /- /- /336 W1 /447 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): oD41 E 999 240 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL):-0.009G - - L 954 /- /- 1621 11003/- Des Ltl: 45.00 EXP: D Kzt NA HORZ(TL): 0.010 G - - G 616 /- A/358 /650 /- Code / Misc Criteria NCBCLL: 10.00 Mean Height: pspsf 33.09 f1 TCDL: 5.0 Creep Factor. 2.0 Wind reactions based on MWFRS Soffit: 10.00 BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.709 B Sing Width = 8.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS PareDist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.351 L Big Width = 8.0 G Brg Width =- Min Req = 1.5 Min Req = - Spacing: 24.0" C&C Dist a: 3.00 00 it Rep Fac: Yes Max Web CSI: 0.451 Bearings B & L Fcperp = 335psi. Loc. from endwall: Any FT/RT:20(0)/5(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 ilChords Tens.Comp. Chords Tens. Comp. Lumber B-C 256 -726 D-E 956 -831 Top chard 2x4 SP 2250f-1.9E:T22x4 SP#2: C-D 5W -510 E-F 971 -844 Bot chord 2x4 SP 92 Webs 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Hangers/Ties Chords Tens.Comp. Chords Tens. Comp. (J) Hanger Support Required, by others B-L 435 -206 L-K 398 -199 Wind Wind loads based on MWFRS with additional C8C Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. member design. Right end vertical not exposed to wind pressure. L-C 1241 -878 K-1 407 -579 C-K 693 -891 E-1 553 -448 Additional Notes Mail D-K 584 -355 I-F 976 -1124 Refer to General Notes for additional information r�@ t///••••/•��' D-I 431 -500 F-G 670 -577 EN F � No. 648 't ATE OF i 3ORM9G,a��r aJ11Ad. no 278 OS/29/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI *'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reauire a eme care in fabricating, handling sAiuping, installing,and hrecing., Refer to and follow the latest edition of 13C51 (Builtling Componenf Safety n ortnabon, by TPI and SBCA) n, safety practices poor to pertorming these functions. Installers shall provide tempore bracing per BCS�, nless noted oytherwise,top chord shall have propedy attached structural sheathing and bottorti chord shall have a progeny atached riavld celfin Locations shown for nertnanent lateral restraint of webs shall have bracing Ins per BCSI sections 3, B7 or 70, otruss _ _lied as applicable. ApD�Y plates to each face.o and position as shown above and on the JoingDetails, unless noted otherwise. Referto drawings 160A-Z for slandaN plate positions. ALPINE Alpine, a division of ITW Building Components Grog Inc. shall not he responsible for any deviation from this dmwing,any failure to build the truss in conformance with ANSIq Pl 1, odor handllrtq� shipping, installation and bracing of trussesA seal on tills tlrawinu or cover e, draw!T1 listing this drawinv Indicates accg� nce of rooassume engineerinn responsibility sole)v for the dhTs pa , The suitability Nis for the 6750 Forum Drive Suite 305 and use of r7�awing any a Clore is responsibility ofthe Building Designer peYANSI TPI 1 Sec.2. Formm information see this jobs Aeneml notes age and thesevab sites: ALPINE wew.al ineihvwin;TPI: w t Tst.o :SBCA: v Sbcindust .aum:ICC w I,xeafoni Orlando FL, 32821 SEDN: 14717 COMN Ply: 1 Job Number. 19-0503 Cust R761 JRet1WO17610022 TX? FROM: Dry: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE ILOT-4 LAS TORTUGAS DrwNo: 241.19.0825.51790 Truss Label: T17 AK / OF 08/292019 5'1"12 8'5"a 11'0"6 15'2"4 19' P 5'1"12 + 31 4'7"2 + 4'1"14 5712 I e5X10 -3X5 1112X4 =4X7 T2 �5X5 D E F G 2 C T 5 T 12 T � I LAM f32'8" T B 1 112x6 it A I-31'4" =3X4(B1) 013X6N =4X5 =3X10 =5X12 1111.5X4 5' 14' 5+ 45"06 45"4 4 f-2'4"10 -r + ' 55 10 6S 0'11878 19'4 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DeR/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCOL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.116 F 999 360 Lee R+ I R- / Rh / Rw / U / RL B 251 /- /- /- 240 /- BCLU 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.116 F 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.020 D - - N 1973 /- /- /- 2059 /- Des Ld: 45.00 EXP: D K2b NA L 0.020 D - - HORZ(T) H 1255 /- 4 /- 11371 /- Code /Misr. Criteria NCBCLL: 10.00 Mean Height: 32.67 It Creep Factor. 2.0 P Wind reactions based on MWFRS ton: TCDL: 5.0 psf Bldg Code: FBC 2017 RES g Max TC CSI: 0.821 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 Load 5.0 sf p MWFRS Parallel Dist: 0 to h/2 MWFBCDLRS TPI Std: 2014 Max BC CSI: 0.511 N Brg Width = 8.0 H Brg Width =- Min Req = 3.1 Min Req = - Spacing: 24.0" C&C Dist a: 3.00 itRep Fee: Varies by Ld Case Max Web CSI: 0.710 Bearings B & N Fcperp = 335ps1. Loc. from endwall: Any FT/RT:20(0)/5(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens.Camp. Chords Tens. Comp. Lumber B-C 678 -756 E-F 2460 -2335 Top chord 2x4 SP #2 :T2 2x4 SP 2250f-1.9E: D - E 1459 -1440 F - G 2546 -2397 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Maximum But Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. Lumber Dur.Fac. 1.25/Plate Dur.Fac. 1.25) B-N 610 -565 N-M 531 -494 TC: From 73 plf at -2.50 to 73 plf at 6.44 TC: From 36 plf at 6.44 to 36 pif at 19.00 BC: From 22 plf at -2.50 to 22 plf at 0.00 Maximum Web Forces Per Ply (Ibs) BC: From 20 plf at 0.00 to 20 plf at 6.47 Webs Tens.Comp. Webs Tens. Comp. BC: From 10 pif at 6.47 to 10 plf at 19.00 N-C -1542 L-J 1899 -1013 TO: 215 lb Conc. Load at 6.47 TC: 185lb Conc. Load at 8.50,10.50,12.50.14.50 14952050 C-M 1495 -1542 E-J 899 -1013 TC: 741h Conc. Load at 16.50,18.50 90111111511 D-M 1294-1086 F-J 579 -399 BC: 142lb Conc. Load at 6.47 >+Y BC: 113lb Conc. Load at 8.50,10.50,12.50,14.50 r�S FIL D - L 1402 -1453 L-E 1261 -921 J - G 2528 -2684 G-H 1111 -1026 BC: 170 lb Conc. Load at 16.50,18.50 V ..........n,Y/�A"'+++f44.$ Hangers /Ties (J) Hanger Support Required, by others 0i6 No. 648 Wind • 1 Wind loads and reactions based on MWFRS. Notes ,$� ATE OF t ez Refer to Refer to General Notes for additional information �.�*�LOR\�P''''a��t ''as""..rl• fS� ` At.� 00278 08/29/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require eM a care in fabricating, handlin shifping, installing, and bracing.Refer to and follow the latest edition of BCSI (Building �ntortnation, �) temperaq� Component Safely byvTPI and SBCA) safety practices pnor to performing these functions Installers shall provide bracing�er BCSI., Unless noted olherwise,lop chortl shall have attached structural sheathing and botlorrl chord shall a pmpedy shown for permanent lateral restraint of webs shall have bmcinuu installed per BGSI sections attache ri id ce'ilinppiiv. gave proge 3, B7 or 10 _ as fates to awingsa16OA-ZforstandarA plate osi oltruss and position as shown shove and on the Join Details, unless noted otherwise. Refer to'A ALPINE Alpine, a division of ITW Buildingq Components Grog Inc. shall not be responsible for any deviation from this drawing.any failure bracing tmssesA this drawing to build the om..mwear truss in conformance with ANSI PI 1, or for handlirtn, shinpinn, installation and oolt seal on or cover panye listing this drawing, Indicates seesnnlance of npro asslone engineeringq responslbllity solely for the design shown. The suiFabllity, &a ANSUTPI 1 Sec.2. 6750 Foram Drive Suite 305 and use of this drawing for any sVucture is responsibility of the Building Designer per Far moo infamiatlon see fliiz'ob's eneml notes a sand Nese web sites: ALPINE: www.al ineibv.camrtr TPl: www.l insta SBCA: w+.w.abdntlus .comICC: ww«.iasa/e.00a Orlando FL, 32821 SEON: 14704 MONO Ply: 1 Job Number. 19-0503 Cust R761 JRet1W0176100U T27 FROM: Cry. 1 /OAKMONT CUSTOM HOMES//HRISAR RESIDENCE/LOT-4 LAS TORTUGAS D.No: 241.19.0826.19663 Truss Label: T18 AK / DF 08/29/2019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #2 12 1111.5X4 5 B T 2X4((A1) P m T I l32'8" C 1111.5X6 Wind Criteria Wind Sid: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height 33.77 it TCDL: 5.0 pat BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Special Loads --(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC: From 72 pit at 0.00 to 72 pit at 2.82 BC: From 20 pit at 0.00 to 20 pit at 2.82 BC: 65016 Cane. Load at 0.88 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information 1 2'9"14 2'9"14 2'9"14 Snow Criteria (Pg,Pf in PSF) Deb/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LH# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.005 C - - HORZ(fL): 0.006 C - - Code/Miss Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.209 TPI Sid: 2014 Max BC CSI: 0.416 Rep Fee: Vedas by Ld Case Max Web CS[: 0.042 FT/RT:20(0)/5(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 Ft O,.•'G ... EMS�M�,I� No. 648 ATE OF Ali cz ��i� ltiO a, 00 ��c1 A) 278 0829/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL A 608 P A /- 1598 /- C 303 /- /- P /301 P Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width =- Min Req = - Bearing A Fcperp = 335psi. Members not listed have forces less than 375# :S ON THIS DRAWINGI !ACTORS INCLUDING THE INSTALLERS nd bracing., Refer to and follow the latest a ifon of SCSI (Buildinf rto pedorming these functions. Installers s afl provltle tempopse ebs shalll va a Elrecingdins�alled psf BC9hsectiona 63�67 oriB4O� ibove and on the Joint Details, unless noted otherrvise. keferto 3onsible for am, deviation from this drawina.anv failure to build the ALPINE NE wm oxaun 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 14733 COMN Ply: 3 Job Number: 19-0503 Cus0R761 JRef1W01761D022 T19 FROM: Oty: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOT4 LAS TORTUGAS DmNo: 241. 19.0826.31583 Truss Label: T19 AK / OF 08129/2019 -s - 3 Complete Trusses Required 5'I1"II 1 B2'131 111'4 12'fi' 1. 1� 16' 31 19'0'4I 35' t- 511"I3 2']'1 ZTB 2'0'II 2'0'12 22'0 - 3'3'1 5'I1'12 -5x6 G F !])H6 ® R F T3 12 E I t 5 fH0i iHOTto 0710 a3xle Ce5C919 _ ' sso�919 B B2 W T V B]a L �1 a0%0 s3T%fi B3X10('-)P A M AC 015X6 ®3%tY% a Oa13JU �3%(AI) e8x0 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 0.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" ' Lumber 1-22.14-I 33'19"144 152-4 YT31'1t]S 12U211 16'104 i2T2C"8 Y 19'15 4b9'6 r2'r5.4 15 _4 1'4 12' 0 F.2'3Y4- 20'S 221'1 2 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height93.93 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x6 SP M-26 :T2, T3 2x6 SP #2: Bot chord 2x6 SP #2:132, B3 2x6 SP M-26: Webs 2x4 SP #2 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" o.c. Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each now to avoid splitting. Special Loads -(Lumber Dur.Fac=1.25 / Plate Dur.Fac. 1.25) TC: From 73 pit at -2.50 to 73 pit at 6.50 TC: From 36 pif at 6.50 to 36 pit at 18.50 TC: From 73 plf at 18.50 to 73 pit at 27.50 BC: From 22 pif at -2.50 to 22 pif at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.50 BC: From 10 plf at 2.50 to 10 pit at 18.50 BC: From 20 pit at 18.50 to 20 plf at 25.00 BC: From 22 plf at 25.00 to 22 plf at 27.50 BC: 8571b Cone. Load at 2.50, 4.50, 6.50. 8.50 10.50 BC: 910 Ib Conc. Load at 12.50 BC: 650 lb Conc. Load at 14.50 BC: 616 lb Conc. Load at 16.50 BC: 1255 Ile Conc. Load at 18.50 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Bid: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE, 183S, HS DeflfCSI Criteria PP Deflection In loc Udell U# VERT(LL):-0.583 T 508 360 VERT(CL): 0.572 T 518 240 HORZ(LL):-0.374 N - - HORZ(TL): 0.381 N - - Creep Factor: 2.0 Max TC CSI: 0.901 Max BC CSI: 0.778 Max Web CSI: 0.614 VIEW Ver. 17.02.01A.1115.21 All plates are 4X5 except as noted. (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Additional Notes Refer to General Notes for additional information 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). ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Lee R+ /R- /Rh /Rw /U /RL AC 5516 /- /- /- /5790 /- L 4374 /- /- /- /4636 /- Wind reactors based on MWFRS AC Erg Width = 8.0 Min Req = 3.4 L Brg Width =8.0 Min Req=2.7 Bearings AC 8 L Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 3552-3357 G-H 3253 -3088 C - D 7627 -7269 H -1 4005 -3794 D-E 5399-5143 I-J 5077 -4800 E-F 4158-3956 J-K 7029 -6637 F - G 3253 -3088 K - L 2679 -2528 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-AB 3031 -3174 U-T 3414 -3603 C - Z 6448 -6762 T - S 4347 -4594 AB -AA 3042 -3181 S - R 6093 -6448 Z-X 6723-7048 R-P 6170 -6520 X - W 6630 -6952 P - K 5900 -6244 W - V 4652 -4882 O - N 2162 -2294 V - U 3547 -3728 N - L 2206 -2334 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -AA 3483 -3330 U - H 984 -921 AA-Z 2193-2284 H-T 1102 -1165 X-D 1896-1963 T-I 1323 -1243 D-W 2243-2142 I-S 1160 -1225 W-E 1371 -1422 S-J 2014 -1897 E-V 1534-1469 J-R 1564 -1641 V-F 1351 -1400 P-0 2130 -2242 F-U 1200-1150 O-K 2853 -2700 G-U 2178 -2284 Of iavea progeny 13, B7 or 10, se. keferto A1-111111611,11 LPINE re to buildthemvox4wr The suifaability 6750 Foram Drive Suite 305 m lea - i-f om Orlando FL, 32821 SEQN: 14737 COMN Ply: 1 1 Job Number: 19-0503 Cust R761 JR.f:1W0176100U T37 FROM: Qty: 8 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DiwNo: 241.19.0826.38377 Truss Label: T20 AK / OF 08292019 12'6" 1 1961,13 =4X6 D 25' 25' 6f 62 '}' 67� 2'410—IZ4"0 663377 1'20 1"9 23 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Sid: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Helght: 33.93 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwail: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2250f-1.9E Sot chord 2x4 SP 2250f-1.9E Webs 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Snow Criteria (P9,Pf in PSP) Def#CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection In Ioc Udell L/# Pf: NA Ce: NA VERT(LL): -0.152 1 999 360 Lu: NA Cs: NA VERT(CL): 0,183 1 999 240 Snow Duration: NA HORZ(LL):-0.060 H - - HORZ(TL): 0.078 H - - Code /Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.821 TPI Sid: 2014 Max BC CSI: 0.479 Rep Fac: Yes Max Web CSI: 0.424 FT/RT:20(0)/5(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 0829/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1386 /- /- 1861 11393 /307 K 1386 /- /- /861 /1393 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 2.2 K Brg Width = 8.0 Min Req = 2.2 Bearings B & F Fcperp=335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 2453 -2055 D - E 2007 -1505 C-D 2007-1505 E-F 2450 -2055 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-J 1797-1933 I-H 1795 -1980 J -1 1795 -1934 H - F 1797 -1979 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 824 -529 I-E 822 -529 D-1 640 -704 INSTALLERS ow the latest edition of BCSI (Building is Installers shall provide temporary In bottom chord shall have a purge y led per BCSI sections B3, B7 or 610, unless noted otherwise. Aeferto ALPINE .W IM'OlNN1 6750 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14751 COMN Ply: 1 Job Number: 19-0503 Cust R761 JRef:1WO17610022 T38 FROM: Dry: 2 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LASTORTUGAS DrxNo: 241.19.0826.42797 Truss Label: T20A AK / DF 08/29/2019 6'5 '3 125" 18'6°73 25' 65"3 + 6'0"13 6'0"13 ' 6'5"3 =4X6 C 6'3"7 6'2"9 6'2"9 6'3'9 f 6'3"7 I 12'6" i6'8"9 25' Z410 —{ Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt NA Des Ld: 45.00 Mean Height: 33.93 it NCBCLL: 10.0 TCDL 5.0 psf Soffit 10.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2250f-1.9E Bot chord 2x4 SP 2250f-1.9E Webs 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional Information Snow Criteria(Pgpfin PSF) DeB/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity Pf. NA Ce: NA VERT(LL): -0.144 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.175 H 999 240 A 1144 /- /- /683 /1158 /260 Snow Duration: NA HORZ(LL):-0.060 G - - J 1399 /- /- /859 M406 /- HORZ(TL): 0.078 G - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 A Brg Width = 8.0 Min Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.824 J Brg Width = 8.0 Min Req = 2.2 TPI Sid: 2014 Max BC CSI: 0.486 Bearings A & E Fcperp = 335psi. Rep Fac: No Max Web CSI: 0.497 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 A-B Z728-2157 C-D 2050 -1533 B-C 2125-1536 D-E 2562 -2085 o.•.• �cEtiSF.,,?%� No. 648 t ATE OF . kr R #0 278 �IVA%. 08/29/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-1 1905-2179 H-G 1823 -2083 I-H 1903-2179 G-E 1824 -2082 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. B-H 937 -620 H-D 831 -532 C-H 659 -831 ALPINE m 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14755 COMN Ply: 1 Job Number: 19-0503 Cust R761 JRef:1WO17610022 T39 FROM: Dty: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LASTORTUGAS DmNo: 241.1g.0826.59817 Tress Label: T20B AK / OF 0a/29/2019 6'5"3 -4 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: D Kzt NA Des Ld: 45.00 Mean Height: 33.93 ft NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 10.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" CBC Dist a: 3.00 ft Loc. from endwall: Any GCfor 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 :T2 2x4 SP 2250f-1.9E: Bot chord 2x4 SP #2 :132 2x4 SP 2250f-1.9E: Webs 2x4 SP #2 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information =4X6 C 12'6" 1B'6"13 18'B"9 25' 9-'i--2410--{ I Snow Criteria(Pe.Pf in PSF) Deff/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): -0.167 H 999 360 Lcc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.203 H 999 240 A 1144 /- /- /683 /1158 /260 Snow Duration: NA HORZ(LL):-0.068 G - - J 1399 A A /859 /1406 /- HORZ(TL): 0.089 G - - Wind reactions based on MWFRS Code /Misc Criteria Creep Factor. 2.0 A Brg Width= - Min Req=- Bldg Code: FBC 2017 RES Max TC CSI: 0.977 J Brg Width = 8.0 Min Req = 2.2 TPI Std: 2014 Max BC CSI: 0,854 Bearing E Fcperp = 335psi. Rep Fac: Yes Max Web CSI: 0.498 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate T es: y() WAVE VIEW Ver: 17.02.01A.1115.21 A-B 2732-2158 C -D 2047 -1532 B-C 2122-1535 D-E 2564 -2085 Ft No. 648 •; '% ATE OF r �.��•��OR1�P��a� 00 278 At. 08/29/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -I 1906-2102 H-G 1823 -2085 I-H 1904-2182 G-E 1825 -2083 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-H 945 -623 H-D 837 -533 C - H 660 -834 ALPINE µm• 6750Fortim Drive 305 Suite 305 Odantlo FL, 32821 SEON: 14747 COMN Ply: 1 Job Number: 19-0503 Cuat R761 JRef IW017610022 T9 FROM: Oty: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DnvNo: 241.19.0827.05657 Truss Label: T21 AK / OF 08/2912019 f— fi5.3 + 12'6° 1T4'14 21'11'14 I 25' fi'S'3 fi'o'13 4'im14 4'T 372 Loading Criteria (pdi TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" =5x10 D n 1.bx4 — 6'3'9 6'2"9 5'0'10 Z! 3'0"2 (-2'4'10 6'3V 12'6' 1T6'10 20m10 �� 2 211' '111- 4 �.. 2.4"10-{ ' "1 Wind Criteria Wind Sld: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 33.93 ft TOOL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpI: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2250f-1.9E Bot chord 2x4 SP 2250f-1.9E :B3 2x4 SP #2: Webs 2x4 SP 92:W4 2x4 SP 2250f-1.9E: is ar4- Snow Criteria (PePHn PSF) Deg/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection In lac L/defl L/# Gravity Non -Gravity Pf. NA Ce: NA VERT(LL): -0.328 E 907 360 Lac R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.392 E 757 240 B 1386 /- /- /860 /1391 /307 Snow Duration: NA HORZ(LL):-0.143 J - - O 1386 /- /- 1858 /1389 A HORZ(TL): 0.178 J - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 2.2 Bldg Code: FBC 2017 RES Max TC CSI: 0.820 O Br9 Width = 8.0 Min Req = 2.2 TPI Bid: 2014 Max BC CSI: 0.930 Bearings B & H Fcperp = 335psi. Rep Fac: Yes Marc Web CSI: 0.91313 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate T es: yp () WAVE, HS VIEW Ver. 17.02.01A.1115.21 1 B-C 2456-2059 E-F 3941 -3308 C-D 1992-1497 F-G 5W7 -4674 D-E 4110-3289 G-H 2228 -1970 Maximum Ent Chord Forces Wind B-P 1801 -1937 M-K 4414 -4800 Wind loads based on MWFRS with additional C&C P - O 1800 -1938 J - H 1614 -1794 member design. Additional Notes Maximum Web Forces Per Ply (Ibs) Refer to General Notes for additional information Webs Tens.Comp. Webs Tens, Camp. C-O 847 -544 F-K 779 -8W D-M 2145-2555 K-J 1790 -1975 O-M 1282-1179 K-G 2735 -2944 WMMIfp/rb7 M-E 559 -282 J-G 1372 -1198 M-F 1568-1421 No. 648 ATE OF f f4-ORND00 �� NAt. 40278 08/29/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses retfuire ext eme cafe in fabdcatinp, hanpdlin shi ping, installing and bracing.,Referto antl fallow is latest edition of SCSI (Building Component Safety �nfortnabon, byv TPI and SBCA) fo'r sa(uety practices pdor to performing these functions. Installers shall Drovlde temposrryv bmcin per BCSI., Unless noted oNerwise,top chord shall have prepedy attached sWctuml sheathing and bottom chum shall have a pm etly atachep dgid ce'lllnqp Locations shown for ppermanent lateral restraint ofwebs shall have bracing insTalled per BCSI secoons B3, B7 or �10, _ as applicable. Appi laces to each face, o(Wss and pompon as shown above and on the Joint Details, unless notetl otherwise. Refer to 180A-Z foYs�andaW plate positions. NEdrawings ALPINE Alpine, a division of ITW Buildingq Components Group Inc., shall not be responsible for any deviation from this dmwing,any failure to build the truss in conformance with ANSI PI 1, or for hanndlingp,, shipppinp, installation and bracing of tmssesA seal on this drawing or cover pa listing this drawing,Indicates For the design shown. The suitability µrn,c fi750 Foram Drive accen�ance of go ass engineering responsibilitlyv solely and use of this awing for any structure is the responsibility of the ullding Desigder per ANSUTPI 1 Sec.2. Suite 305 For more information one this iob'sgeneral notes papa and these web sites: ALPINE w xlphmitw.cum{TPI:w.weonhatng;SBCA: vewsbcinbusW.cum; [CC: wwx.iressfe.py_ Orlando FL, 32821 SEON: 14759 COMN Ply. 1 Job Number. 19-0503 Cust R761 JRef.1VJ017610022 T40 FROM: Oty: 1 /OAKMONT CUSTOM HOMES//HAS RIBAR RESIDENCE/LOT-0LTORTUGAB DrwNa: 241.19.0827.11347 Truss Label: T23 I AK / OF 08/292019 =4 5'6"5 10'6"8 14'5"8 19'S"11 1" 5'6"5 6013 391" 5'0"3 5'6"5 �4X8 =5X5 C D 5'4"9 5'1"15 3'9"4 5.3.11 5'4"9 2'4"10-- 5'4"9 70'6"8 14'3"12 197"7 25' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: D Kzt: NA Des Ld: 45.00 D Mean Height 33.52It NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 10.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h2 Spacing: 24.0" C&C Dist a: 3.00 ft Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2:T3 2x4 SP 2250f-1.9E: Bot chord 2x4 SP 92 :B2 2x4 SP 2250f-1.9E: Webs 2x4 SP #2 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information "IMPORTANT" NIM Snow Criteria(P9.PHn PSF) DeFUCSI Criteria ♦ Maximum Reactions( Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ice L/defl Li# Gravity Non -Gravity Pf: NA Cc: NA VERT(LL): -0.173 J 999 360 Lee R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.208 J 999 240 A 1144 /- P /678 11157 /227 Snow Duration: NA HORZ(LL):-0.069 H - - L 1399 P P /881 /1404 P HORZ(TL): 0.089 H - - Wind reactions based an MWFRS Code / Misc Criteria Creep Factor. 2.0 A Brg Width =- Min Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.928 L Big Width = 8.0 Min Req = 2.2 Beadng F Fcperp= 335psi. TPI SKI:: 2014 Max BC CSI: 0.917 Members not listed have forces less than 375# Rep Fee: Yes Max Web CSI: 0.27817 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer. 17.02.01A.1115.21 1682 A-B 2208-170421S3 D-E 2573 -2090 B - C 2208 -1704 E - F 2573 -2090 C - D 2202 -1500 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.COmP. Chords Tens. Comp. A-K 1936-2179 I-H 1833 -2108 K-J 1934-2180 H-F 1833 -2106 J -1 1507 -1461 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-J 801 -477 I-D 330 -384 C-J 349 -393 I-E 646 -378 failure to build the I or cover pa e n. The sui blllty ALPINE x nwoxucw 6750 Foram Drive Suite 305 Orlando FL, 32821 SEDN: 14763 COMN Ply: 1 Job Number. 19-0503 CuAR761 JRef:1WO17610022 T41 FROM: Dry: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0827.34110 Truss Label: T24 AK / OF 08,29/2019 =4 9 8'6"8 12'6" 16'S"8 207"7 25' 4'4"9 I 4'1"15 4.1°15 44"8 8'8"4 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt NA Des Ld: 45.00 Mean Height 33.11 fit NCBCLL: 10.00 TCDL: 5.0 Pat Soffit: 10.00 BCDL: 5.0 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:T3 2x4 SP 22501-1.9E: Bol chord 2x4 SP #2:B2 2x4 SP 2250f-1.9E: Webs 2x4 SP #2 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information a5X5 =3X4 =5X5 C D E 16'3"12 Snow Criteria (P9.Pf in PSF) Doff/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): -0.201 D 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.228 D 999 240 A 1144 A A /673 11156 /194 Snow Duration: NA HORZ(LL):-0.079 I - - K 1399 P /- /897 /1402 /- HORZ(TL): 0.093 1 - - Wind reactions based on MWFRS Code/Misc Criteria Creep Factor. 2.0 A Brg Width= - Min Req=- Bldg Code: FBC 2017 RES Max TC CSI: 0.986 K Brg Wdlh = 8.0 Min Req = 2.2 TPI Std: 2014 Max BC CSI: 0,928 Bearing G Fcperp = 335psi. Rep Fac: Yes Rep F c: Yes Max Web CSI: 0.123 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) (0) FT/Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer, 17.02.01A.1115.21 A-B 2713-2198 D-E 2323 -1687 B - C 2305 -1893 E - F 2334 -1858 C-D 2286-1714 F-G 2647 -2093 0829/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-J 1953-2205 I-G 1833 -2174 J-1 1835 -1851 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-J 636 -280 I-E 402 -359 C-J 420 -493 I-F 496 -176 re to build the cover pa e The sui bility ALPINE 6750 Foram Drive Suite 305 Orlando FL. 32821 SEQN: 14770 COMN Ply: 2 Job Number. 19-0503 Cust R761 JRef:lWO17610022 T4 FROM: Qty: i /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LASTORTUGAS DrwNo: 241. 19.0827.38630 Truss Label: T25 AK / OF 08292019 2 Complete Trusses Required T (V ih T 12'3"1 16'SB 25' 6'43 510"15 6'2'7 6'6"8 =5X6 �3X4 =5X5 '=SXB 12 A B C D 4 5 T a "B3-ZZ 'v F T12X6 =5X8 �3xs �5X) 25' 6'011 6'2'76'e"4 24"10 --{ r 6m"11 i 12'3"1 183"12 + 25' Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Kzt NA Des Ld: 45.00 Mean Height: 32.69 ft NCBCLL: 0.00 TCDL: 5.0 psf Soffit: 10.00 BCDL' 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h2 Spacing: 24.0" C&C Dist a: 3.00 ft L= from endwail: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2250f-1.9E Bat chord 2x4 SP #2 :133 2x4 SP 2250f-1.9E: Webs 2x4 SP #2 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @11.25" O.C. Bat 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 36 pif at 0.00 to 36 pit at 18.46 TC: From 73 pif at 18.46 to 73 plf at 27.50 BC: From 10 plf at 0.00 to 10 pif at 18.43 BC: From 20 plf at 18.43 to 20 pit at 25.00 BC: From 22 pit at 25.00 to 22 pit at 27.50 TC: 1891b Cone. Load at 0.40, 2.40, 4.40. 6.40 8.40,10.40,12.40,14.40,16.40 TC: 489 lb Cone. Load at 18.43 BC: 115 He Cone. Load at 0.40. 2.40, 4.40, 6.40 8.40,10.40,12.40,14.40,16.40 BC: 356 Ib Cone. Load at 18.43 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Snow Criteria(Pg,R in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeg U# Gravity Non -Gravity Pf. NA Ce: NA VERT(LL): -0.278 C 999 350 Lee R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.286 C 999 240 J 2636 /- A /- 12697 1- Snow Duration: NA HORZ(LL):-0.085 G - - K 2637 /- /- P 12720 P HORZ(TL): 0.088 G - - Wind reactions based on MWFRS Code / Miss Criteria Creep Factor. 2.0 J Brg Width =- Min Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.674 K Brg Width = 8.0 Min Req = 2.3 TPI Sid: 2014 Max BC CSI: 0.839 Beading E Fcperp = 335psi. Rep Fac: No Max Web CSI: 0.823 Members not listed have foxes less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17 02.01A.1 115.21 A-B 2121-2082 C-D 2928 -2864 B - C 2928 -2864 D - E 2573 -2498 Additional Notes Refer to General Notes for additional information Maximum Bat Chord Forces Per I - H 2160 -2220 G - E 2243 -2295 H - G 2254 -2295 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-J 1327-1211 B-H 787 -791 A -1 2293 -2337 C - H 600 -411 I-B 1007 -790 H-D 676 -701 S Ft 6�;.. •E o .•.• �cElHSF•.,•2C No. 648 •'t • ; •$ir ATE OF f�cz *, ORt�P��a� #0 278 A% O8/29/2019 ES ON THIS DRAWINGI RACTORS INCLUDING THE INSTALLERS and bracing.Refer to and follow the latest edition of BCSI ((Building orto portioning these functions Installers shallp rovide terhpora ttached structural sheathing and bottom chord shall have a properryly vebs shall have bmcinq ins tied per BCSI sections B3, B7 or B10, above and on the Join Details. unless noted otherwise. Refer to ALPINE NE m ea' ➢I.W 6750 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14621 HIPS Ply: 1 Jab Number: 19-0503 Cust:R761 JRef.1W017610022 T3 FROM: Qty: 1 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DrwNo: 241.19.0829.06613 Truss Label: T26 AK / DF 08292019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" 7' 8' 15' T 7' =5X8 _4X7 T2 C D 2 5� T _I N V B E 31'4" A _ H G I F �4X6(B2))111.5X4�4X6(B2) 16, �- 2'4"10 T3"e 6" 2 7'1"12 2.4"10 --{ T3"8 7'i "4 15, Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Krt NA Mean Height 32.79It TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 fl Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chard 2x4 SP 2250f-1.9E :T2 2x4 SP #2: Bot chord 2x4 SP 22501-1.9E Webs 2x4 SP #2 Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TO: From 73 pif at -2.50 to 73 pif at 17.50 BC: From 22 pit at -2.50 to 22 plf at 0.00 BC: From 20 pif at 0.00 to 20 pif at 7.03 BC: From 10 pif at 7.03 to 10 plf at 7.97 BC: From 20 pif at 7.97 to 20 pif at 15.00 BC: From 22 pif at 15.00 to 22 plf at 17.50 TC: 543 lb Conc. Load at 7.03, 7.97 BC: 427 lb Conc. Load at 7.03, 7.97 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information any Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection In loc Udell U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.191 H 929 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.201 G 881 240 B 1889 /- /- /- /1963 /- Snow Duration: NA HORZ(LL):-0.085 G - - 1 1889 A A A 11963 /- HORZ(fL): 0.088 G - - Wind reactions based on MWFRS Code / Mist Criteria Creep Factor: 2.0 B Erg Width = 8.0 Min Req = 3.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.897 1 Brg Width = 8.0 Min Req = 3.0 TPI Sad: 2014 Max BC CSI: 0.766 Bearings B & E Fcperp = 335psi. Rep Fac: Varies by Ld Case Max Web CSI: 0.095 Members not listed have forces less than 375# Maximum Top Chord Farces Per Ply (Ibs) FT/RT:20(Oy5(0) Chords Tens.Comp. Chords Tens. Comp. Plate Te yp (s): WAVE VIEW Ver: 17.02.01A.1115.21 1 B-C 3281-3156 D-E 3278 -3156 C - D 2879 -2833 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 2794 -2B69 G - E 2793 -2866 H-G 2808-2870 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-H 421 -116 �SRL Ne. 0••,.• �cENSF•.••,G' No. 648 't ►f • • 1f •16 E OF f c� kr 90 278 OA14 08/29/2019 ES ON THIS DRAWINGI RACTORS INCLUDING THE INSTALLERS and bracing. Refer to and follow the latest edition of SCSI (Building or to performing these functions. Installers shall provide temporary ttached structural sheathincl and bottom chord shall nave a propeX Nabs shall have brecin installed per BCSI sections B3, B7 or 610y above and on the Join Details, unless noted otherwise. Refer to ;ponsible for any deviation from this drawing,any failure to build the on and bracing of tmssesA seal on this drawing or cover pane, ring responsibility solely-Sorthetles�n shown. The suitability ALPINE NE M`v`1 YW1 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 14624 COMN Ply. 1 Job Number: 19-0503 Cust R761 JRet1Vd017610022 T15 FROM: Cry: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DmNo: 241.19.0840.08163 Truss Label: T27 AK / DF 03/29/2019 7,6•, T6" =5X6 C 15, 12 T 5� v rn O B D 31'4" A--V4(B1) III 1: X4 =3X4(BG) E 5' 2,4"l1 'i' 7'6" F 15, _T 24"10 --{ Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DeB/CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non-Grevity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.030 F 999 360 Loc R+ / R- / Rh (Rw / U (RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.052 F 999 240 B 924 /- /- /618 /915 1225 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.012 F - - G 924 /- /- 1618 /915 (- Des Ld: 45.00 EXP: D Kzt NA HORZ(TL): 0.023 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 32.89 It Code/ INlsc Criteria Creep Factor. 2.0 B Brig Width = 8.0 Min Reg = 1.5 Soffit: 10.00 TOOL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.786 G Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.546 Bearings B & D Fcperp = 335psi. Members listed vForcessPeerPly nTop Spacing: 24.0" C&C Dist a: 3.00 It Rep Fee: Yes Max Web CSI: 0,069 Maximum Chordot (Ibs) Loc. from endwall: Any FT/RT:20(0y5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEWVer: 17.02.01A.1115.21 B-C 1215 -933 C-D 1217 -933 Lumber MaximumForces r Ply (Ilds) Top chord 2x4 SP 2250f-1.9E T ns.Comp Chords Tens. Comp. Bot chord 2x4 SP 92 Webs 2x4 SP#2 B-F 761 -709 F-D 761 -709 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional Information F(�4 V '• Q L,e't ATE OF i cc #0 08/29/2019 INSTALLERS per BCSI,-Unless noted oThenvise,top chord a all have property attached structural sheatrymn and bottom c oro shag gave a progeny tl ripid ceilingp Locations shown for permanent ateral restraint o(webs shall have bmc'inn ins tied per BCS sections3, B7 or 810, Is1 a. ppry fates to each face, ottruss and position as shown above and on the Join Details, unless noted otherwise. Refer [o A IPL NE )s 160A-Z Rx a ndard plate positions. a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to buld the conformance wit�ANSlft}PI 1, or for handling, shipping, installation and bracing of WssesA Beal on this Edrswing or cover page _ , 6750 Forum Drive this drawing Ind ca{es accepptance of nro ass ono enginserinn responslblli((vy sole )vv for the deli nshown. The suitability Suite 305 to of this aiawing for any strecture is the responsibility of the Building Desigrfer per'ANSI/TPI 1 Sec.2. inroniation see this job's general notes page and these web sitesALPINE wwgal'neih cspn'TPI: xw.vtpinst.orqiSBCA: xwx.sbdnduz .mm'ICO: w.wi iccaare.opq Orlando FL, 32821 SEON: 14627 COMN Ply: 1 1 Job Number: 19-0503 Cust R761 JRef:1W017610022 T17 FROM: Oly: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DrwNo: 241.19.0840.10030 Truss Label: T27A AK / OF 08/29/2019 Loading Criteria (psg TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" 7.6" 7'6° �5X6 C 15, 7'6" 12 5 p a fn e B D t—V 1'4" A 3X4(B1 1111. X4 m X4( 1) f -- 2'4"l 1 Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height 32.89 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2250f-1.9E Bot chord 2x4 SP #2 Webs 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information 15, 7'6" 7'6" 7'6" 15' Snow Criteria (Pg,Pf in PSF) De0/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): -0.023 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0,041 E 999 240 B 945 A /- 1614 1937 /177 Snow Duration: NA HORZ(LL):-0.017E - - F 673 /- /- 1407 /673 /- HORZ(TL): 0.022 E - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Brg Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.798 F Big Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.590 Bearings B & D Fcperp = 335psi. Rep Fac: Yes Max Web CSI: 0.071 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s):(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 B-C 1387 -1003 C-D 1433 -992 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - E 827 -1075 E - D 827 -1075 S FL 0•••.• �GEAISF••..;bG No. 648 t fr ATE OF •f seOR.4as"96 #0 278 NAL 08/29/2019 .SON THIS DRAWINGI ;ACTORS INCLUDING THE INSTALLERS nd bracing.Refer to and follow the latest edition of BCSI (Building r to performing these functions Installers shall provide temporaryry (ached structuml sheaNlnny and bottom chord shall have a pmppetly ebs shall have bracingp ins, per BCSI sections B3, B7 or B10, bove and on the Join Details, unless noted otherwise. kefer to )onsible for any deviation tram this dmwing,any failure to build the n and bracing of tmssesA seal an this drawing or cover pa e nS responsibility solely fade Dthe sign shown. The suitability, A IPL NE M rNMX Suite Foram Drive Suite 305 Orlando FL, 32821 i SEQN: 14773 COMN Ply: 2 Job Number: 19-0503 Cust R761 JReb1WO17610M T43 FROM: Qty: 1 /OAKMONT CUSTOM HOMES IIHRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0840.11657 Truss Label: T28 AK / DF 08,29/2019 Loading Criteria (ps0 TOLL: 20.00 TOOL: 15.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 0.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" 2 Complete Trusses Required 4'2"8 T6" + 1019"8 F 15, 4'28 3'3"e 3'3"8 4'2' =5X5 D 15, 4'092 3'5"4 3'S'4 4'0"12 I- 24"11 -r 4'0"12 + 7'6' 10'11"4 '1 15' , Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 32.89 fit TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GOP!: OAS Wind Duration: 1.60 Lumber Top chard 2x4 SP 2250f-1.9E Bot chord 21c6 SP M-26 Webs 2x4 SP #2 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord:1 Row @3.75"o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each now, to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TO: From 73 pit at -2.50 to 73 pit at 15.00 BC: From 22 pit at -2.50 to 22 pit at 0.00 BC: From 20 pit at 0.00 to 20 pit at 6.69 BC: From 10 pit at 6.69 to 10 pif at 12.60 BC: From 20 plf at 12.60 to 20 pit at 15.00 BC: 2638 Ib Conc. Load at 6.69 BC: 11441b Conc. Load at 8.60,10.60,12.60 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Snow Criteria (Pg.P1 in PSF) DeB/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.137 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.138 H 999 240 B 3380 /- /- /- /3498 /- Snow Duration: NA HORZ(LL):-0.034 G - - J 4247 /- /- /- 14372 /- HORZ(TL): 0.035 G - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Erg Width = 8.0 Min Req = 3.0 Bldg Code: FBC 2017 RES Max TC CSI: OA64 J Brg Width = 8.0 Min Req = 3.8 TPI Sid: 2014 Max BC CSI: 0.414 Bearings B & F Fcperp = 335psi. Rep Fac: No Max Web CSI: 0.511 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT: Chords Tens.Comp. Chords Tens. Comp. Plate Typepe(s): WAVE VIEWVer. 17.02.01A.1115.21 B-C 3361-3252 D-E 3315 -3211 C-D 3314-3210 E-F 4257 -4121 0929/2019 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 2962 -3042 H - G 3729 -3845 1- H 2952 -3046 G - F 3764 -3879 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - H 2265 -2266 E - G 727 -698 H-E 919 -834 ALPINE 6750 Foram Drive Suite 305 Orlando FL, 32821 SEON: 14711 FLAT Ply. 2 Job Number. 19-0503 Cust R761 JRet1WO17610022 n8 FROM: Oy: 1 /OAKMOM CUSTOM HOMES//HRIBAR RESIDENCE/LOTA LAS TORTUGAS DrwNo: 241.19.0840.36343 Truss Label: T29 AK / OF 0829/2019 r 4 2 Complete Trusses Required 26148" 5"5. 2'1"42 8 2'1"4 =-4X7 8 1111: B4 a5X5C A T i 3t 4" 1111F5X4 =3X8 IDt Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Sid: ASCE7-10 TCDL: 15.00 Speed: 170 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: Il EXP: D Kzt NA Des Ld: 45.00 Mean Height: 32.67 ft NCBCLL: 0.00 TCDL: 5.0 pal Soffit: 10.00 BCDL: 5.0 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: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 :Lt Bearing Leg 2)(6 SP #2: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 8.75" o.c. Bot Chord:1 Raw @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 4 Pf at 0.00 to 4 pit at 4.67 BC: From 20 pit at 0.46 to 20 pit at 4.67 TC: 54 lb Conc. Load at 0.40 TC: 136 lb Conc. Load at 2.22 TC: 608 lb Can.. Load at 4.22 Purlins The TC of this truss shall be braced with attached spans at 24" cc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Truss must be installed as shown with top chord up. C_ 4.a" 21"4 21"4 1 r 12 4'e" H" 58 Snow Criteria (Pg,N in PSF) Defi/CSI Criteria A Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in lac Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.002 B 999 360 Loc R+ / R- / Rh / Rw / U / RL G 236 /- /- /- 1121 /- Lu: NA Cs: NA VERT(CL): 0.004 B 999 240 Snow Duration: NA HORZ(LL):-0.001 A - - H 665 /- /- P /558 /- HORZ(TL): 0.001 A - - Creep Factor. 2.0 Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 3.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.230 H Brg Width = 8.0 Min Req = 1.5 TPI Sid: 2014 Max BC CSI: 0.026 Bearing G is a rigid surface. Rep Fee: No Max Web CSI: 0.060 Bearing H Fcperp = 335psi. FT/RT:20(0)/5(0) Members not listed have fames less than 375# Plate Type(s): VIEW Ver. 17.02.01A.1115.21 WAVE 08/29/2019 failure to build the ALPINE vmwownn 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14785 SY42 I Ply: 1 1 Job Number: 19-0503 Cust R761 JRer.1W017610022 TW FROM: Qty: 1 /QAKMONf CUSTOM HOMES/ MRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0840.42267 Truss Label: T53 AK / DF 08129/2019 5"7 [--2,6" (TYP) 3X3 =5X5 =3X3 A B C D =3X3 =3X3 1111X4 =3X3 =3X3 E F G H I P"7 5X5 J K CG 111X4 =4X5 =3X3 =3X4 =3X3 =4X5 111X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 20.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NAKzt NA Des Ld: 65.00 Des d:: D Mean Height: NAft .00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 19.2" CBC Dist a: NAft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 02 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #2 Additional Notes Refer to General Notes for additional information +2x6 continuous strengback See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. a 13'8"14 Snow Criteria (Pe.Ptin PSF) DefUCSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.103 F 999 480 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.166 F 952 360 A 710 !- !-/- Snow Duration: NA HORZ(LL):-0.018 J - - J 710 /- /- P P /- HORZ(TL): 0.029 J - A Brg Width =4.9 Min Req= 1.5 Code I Misc Criteria Creep Factor. 2.0 J Brg Width =4.9 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.774 Bearings A & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.513 Members not listed have forces less than 375# Rep Fac: Yes Max Web CSI: 0.261 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)15(0) Plate Type(s): B-C 0 -702 F-G 0 -1860 WAVE VIEWVer: 17.02.01A.1115.21 C-D 0 -677 G-H 0 -1566 D-E 0-1566 H-I 0 -677 E-F 0-1860 I-J 0 -702 0829/2019 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Q-P 1313 0 O-N 1797 0 P-O 1797 0 N-M 1313 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-Q 927 0 H-M 0 -849 Q-D 0 -849 M-J 926 0 failure to build the for The suafebility ALPINE ..c xr 6750 Forum Drive Suite 305 Orlando FL, 32821 SEON: 14776 VAL Ply: 1 1 Job Number: 19-0503 C- R761 JRef.lW017e10022 T34 FROM: Oty: 1 /OAKMONTCUSTOM HOMES/1HRIBAR RESIDENCE/LOT-0LASTORTUGAS One a: 241.19.0841.10920 Truss Label: VI AK / DF 08/292019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Top chord 2x4 SP #2 But chord 2x4 SP #2 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 34.78 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 it Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Valley truss connection to tmss below shall be designed and furnished by others. a 12 5 F--,- 3X4(D1) B A CD �-- 177 —� 1'7"7 177 to 00 34'3"6 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or•=PLF Pg: NA Ct: NA CAT: NA PP Deflection In loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): -0.001 B 999 360 Lee R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.001 B 999 240 D- 91 /- /- /51 /50 121 Snow Duration: NA HORZ(LL):-0.000 B - - Wind reactions based on MWFRS HORZ(TL): 0,000 B - - D Brg Width = 19.4 Min Req = - Code / Misc Criteria Creep Factor. 2.0 Bearing A Fcperp = 335ps1. Bldg Code: FBC 2017 RES Max TC CSI: 0.025 Members not listed have forces less than 375# TPI Sid: 2014 Max BC CSI: 0.051 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/5(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 F(E I� ATE OF f c� kr #0 278 lDNAL 08/29/2019 ES ON THIS DRAWING! RACTORS INCLUDING THE INSTALLERS ALPINE µ� 6750Forum Drive Suite305 Orlandodo FL, 32821 SEON: 14779 VAL I Ply: 1 Job Number: 19-0503 Cust R761 JRet1W017610022 T33 FROM: Dry: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DmNo: 241.19,0841.36870 Truss Label: V2 I AK / DF 08129,2019 Loading Criteria (psfl TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 12 1111.5X4 5 F,-,- B T 3X4(D1) A ZD Li 33'5"6 CD 1.5X6 1. 3'7'7 37'7 3'7"7 Wind Criteria Snow Criteria(Pg,Pf In PSF) DeR/CSI Criteria Wind Sid: ASCE 7-10 Pg: NA CC NA CAT: NA PP Deflection in loc Udell L/# Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA Risk Category: II Snow Duration: NA HORZ(LL):-0.005 C - - EXP: D Kzt NA HORZ(TL): 0.005 C - - Mean Height 34.37 it Code / Misc Criteria Creep Factor. 2.0 TCDL: 5.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.349 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.323 C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0,100 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Valley truss connection to truss below shall he designed and furnished by others. 08/29/2019 "IMPORTANT' ♦Maximum Reactions (lbs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D' 92 /- /- /57 f/5 /32 Wind reactions based on MWFRS D Brg Width = 43.4 Min Req = - Bearing A Fcperp = 335psi. Members not listed have forces less than 3754 s pro eny r or 10, ALPINE build the buildtheµm,.c suaf9abilily 6750 Foram Drive Suite 305 •^=afe.om Orlando FL, 32821 SEQN: 14782 VAL I Ply: i I Job Number: 19-0503 Cust R761 JRet1W017610022 T30 FROM: Qlr: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DrwNo: 241.19.0841.41017 Truss Label: V3 AK / DF OB/292019 Loading Criteria (ps0 TCLL: 20.00 TOOL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP 92 Webs 2x4 SP 92 �a 1113X4B 12 T 5 n "v 3X4(D1) A 327 6 CD 1.5X6 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height 33.95 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional Information Valley truss connection to truss below shall be designed and furnished by others. 57 6 57 6 5'7"6 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: W PE NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE NO 278 DefI/CSI Criteria PP Deflection In loc Udell L#F VERT(LL): NA VERT(CL): NA HORZ(LL):-0.019 C - - HORZ(TL): 0.020 C - - Creep Factor. 2.0 Max TC CSI: 0.942 Max BC CSI: 0.686 Max Web CSI: 0.262 VIEW Ver: 17.02.01A.1115.21 08/29/2019 F�EMM vs ?%+ ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL D' 92 /- /- 159 182 /35 Wind reactions based on MWFRS D Brg Width = 67.4 Min Req = - Bearing A Fcperp = 335psi. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 537 -166 allure to build the or cover p1 e„ . The sui bility ALPINE ...c 6750 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14647 EJAC I Ply. 1 Job Number. 19-0503 CusCR761 JRef.1WO17610022 Tfi FROM: Qty: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DmNo: 241.19.0841A9883 Truss Label: J1 I AK / OF 08/292019 T fi"3 Loading Criteria (psi) TCLL: 20.00 TCDL: 1500 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" 2'4"10 Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 21.24 it TOOL 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2250f-1.9E Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. tae-nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Ii DeR/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.008 D - - HORZ(TL): 0.009 D - - Creep Factor: 2.0 Max TC CSI: 0.957 Max BC CSI: 0.344 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 U6/LV/LUIV C 22'8"11 ri C4 th _ ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 565 A /- 1487 /363 /263 D 105 /- A /102 123 /- C 167 /- A /66 /186 A Wind reactions based on MWFRS B Brg Width =8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width =1.5 Min Req= - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# d_L CONTRACTORS INCLUDING THE INSTALLERS installing and bracing to and follow the latest edition of BCSI (Building actives prior to pe'ortning these functions. Installers shall prowtle temporarryv _ properly attached stmcturel shealhin�and hottom chord shall have a properly :stmint of webs shall have brawnp Ins .lied per BCSI sections B3, B7 or 91 U, as shown above and on the Joint Details, unless noted otherwise. (refer to ALPINE NE not be responsible for any deviation from this dmwing,any, failure to build the „m.c I, installation and bracing of tmssesA seal on this drawing or cover page, , 6750 Forum Drive gngineering sponslbility, solely for the desi nshown. The sui bility bi ityofthe 9ul1ding Designer per ANS#TPI1 Sec.2. Suite 305 LPINE: w.wialoineitw.mm:TPI: vmw.toinstomr SBCA www.sbrindustm.mm: ]CC : w i=afe.cm Orlando FL, 32821 SEQN: 14498 EJAC I Ply: 1 1 Job Number: 19-0503 Cusc R761 JRef:iW017610022 T74 FROM: Qly: 6 /OAKMONT CUSTOM HOMES/ 1HRIBAR RESIDENCE/LOTA LAS TORTUGAS DmNo: 241.19.0841.51877 Truss Label: J2 AK / OF 08292019 12 21'3"3 5 B �r 6 N 20. A D 3X4(B1) Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" 12'4"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzb NA Mean Height: 20.52 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 If Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2250f-1.9E Bat chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131 "x3.0", min. toe -nails at top chard. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 9M PTZ Snow Criteria(Pg,M in PSF) DefVCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Cc: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL):NA Snow Duration: NA HORZ(LL): 0.004 D - - HORZ(TL): 0.005 D - - Code /Misc Criteria Creep Factor.2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.948 TPI Std: 2014 Max BC CSI: 0.275 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(0)/5(0) Plate Type(s): VIEW Ver: 17.02.01A.1115.21 WAVE 0829/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I !RL B 479 /- /- /447 /328 1151 D 31 /0 !- /56 /26 /- C - 1-18 P 167 167 /- Wind reactions based on MWFRS B Big Width =0.0 Min Req=1.5 D Brg Width = 1.5 Min Req = - C Brg Width=1.5 Min Req=- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Of failure to buildthe n r The suitability ALPINE crm.cmm 6760 Fomm Drive Suite 305 Orlando FL, 32821 SEQN: 14610 EJAC Ply: 1 Job Number: IM503 Cust R761 JRef1WO17610022 T31 FROM: Oty: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT4LASTORTUGAS DmNo: 241.19.0841.54237 Truss Label: J3 AK / OF 0aQ9/2019 Loading Criteria (psi TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" f -- 2'4"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 32.79 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00If Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2700f-2.2E Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe -nails attop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Cade: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE 7' 7' DeB/CSI Criteria PP Deflection in loc Udeg U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.014 D - - HORZ(TL): 0.015 0 - - Creep Factor: 2.0 Max TC CSI: 0.855 Max BC CSI: 0.488 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 %. STATE OF 10 40 278 08/29/2019 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I /RL B 604 A A 1482 /527 /367 D 124 A A 1117 /33 /- C 207 /- /- 160 1308 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# to build the ver pa e„ ie sui bility ALPINE µ M@O M 6750 Forum Drive SEON: 14499 EJAC Ply: 1 Job Number: 19-0503 Cust R761 JRe"WO17610022 T69 FROM: Dry. 10 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-4 LAS TORTUGAS DmNo: 241.19.0831.09253 Truss Label: J4 AK / DF 08/29/2019 T 6"3 L Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" f - 2'4"10 Wind Criteria Wind Sid: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: 11 EXP:D Kzt:'NA Mean Height: 32.69 ft TCDL: 5.0 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2700f-2.2E Bot chord 2x4 SP 92 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3A", min, toe -nails at top chord. Provide (2) 0.131"x3.0". min. toe -nails at bottom chord. Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: N Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Ste: 2014 Rep Fee: Yes FT/RT:20(Oy5(0) Plate Type(s): WAVE CW- T. DeB/CSI Criteria PP Deflection in loc Udeg U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.010 D - - HORZ(TL): 0.011 D - - Creep Factor. 2.0 Max TC CSI: 0.850 Max BC CSI: 0.412 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 S Ft O o•• �GENSF••.,l+ No. 648 y a �c • i • �ATE At OF f cp o.� RNo #0 278 ONAI. 08/29/2019 34'3"6 v n - 0 -v 1+31'4" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 586 /- /- 1471 1513 /368 D 115 P /- 1111 129 A C 189 /- /- /54 1283 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# ALPINE /MfIM' 6750 Foram Drive Suite 305 Orlando FL, 32821 SEDN: 14487 EJAC I Ply: 1 Job Number: 19-0503 Cust R761 JRd:1W017810022 T65 FROM: Ory: 5 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT4 LAS TORTUGAS DrwNo: 241.19.0831.15777 Truss Label: J5 AK / OF 08,2912019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL 10.00 Soffit. 10.00 Load Duration: 1.25 Spacing: 24.0 " 2,410 6'5'4 6'S'4 Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height 32.67 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2700f-2.2E Bol chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131 W.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) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.009 D - - HORZ(TL): 0.010 D - - Creep Factor. 2.0 Max TC CSI: 0.849 Max BC CSI: 0,397 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 gan92019 INSTALLERS C 34'2"14 ro 7 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Lee R+ /R- /Rh /Rw /U /RL B 582 P /- 1468 /509 /364 D 113 /- /- /109 /28 A C 185 /- /- /53 /277 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D BID Width = 1.5 Min Req = - C Sig Width = 1.5 Min Req = - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Jctuml Shea inu antl bottom chord 50a11 have a proPeny lave breanp nslalled per BCSI sections B3, 87 or 610, on the Join Details, unless noted otherwise.. hefer to ALPINE NE ,r any deviation from this drawing,any failure to build the ,ing of tmssesA seat on this drawing or cover p@ge, , 6750 Forum Dnve nsibllity solely for the desi nshown. The Sul bihty Suite 305 Desigder peNNSVTPI 1 Sec.2. .�raI Secs uwH_sednausvv.com: ICC: uwx.i..f. am Orlando FL, 32821 SEQN: 14607 EJAC Ply: 1 Job Number: 19-0503 Cust R761 JRet1WO17610022 726 FROM: Cry: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOTA LASTORTUGAS DrwNo: 241.19.0831.18783 Truss Label: J5A AK / OF 08/29/2019 1 46�. ( 4�6„ 1,9„4 l D g3X4 e_ �3 T ±� 34'2"74 1—ZTJ 2 5 p W2 m T F 32'8" B �5X5 in I� 1 1 1I31.4" A =3X4(8t) 1111. XI4 2.4"l0 -� 4'11"8 '1"4 61" 4'1 i"8 V& II��ll Loading Criteria (ps0 Wind Criteria Snow Criteria (P9,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAMNA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.039 G 999 360 Lee R+ / R- / Rh / Rw / U / RL B 582 /- /- /468 1509 /364 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.033 G 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.027 F - - E 170 /- /- 1132 1219 /- Des Ld: 45.00 E XP: D Kzt NA Mean Height: 32.67 it HORZ(TL): 0.029 F - - D 74 /- /- 152 /86 /- NCBCLL: 10.00 TCDL: 5.0 Pat Code/ Misc Criteria Creep Factor. 2.0 p Wind reactions based on MWFRS Soffit %00 BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.983 B Brg Width = 8.0 Min Req = 1.5 Load Duration:TPI 1.25 MWFRS Parallel Dist: 0 to h/2 Std: 2014 Max BC CSI: 0.337 E Brg W dlh =1.5 Min Req = - D Brg Wtllh=1.5 Min Req =- Spacing: 24.0" C&C Dist a: 3.00 It Rep Fac: Yes Max Web CSI: 0.443 Beaming B Fcperp = 335psi. Loc. from endwall: Any FT/RT:20(0y5(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-I 135 -387 H-F 336 -981 Top chord 2x4 SP 2250f-1.9E Got chord 2x4 SP #2 Webs 2x4 SP 2250f-1.9E:W2 2x4 SP #2: Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind C-F 1060 -370 Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.9', min. toe -nails at bottom chord. N11Nr1 G, S•F Mi o .•.• �cErvsF•..?'c No. 648 ATE OF f c� ORNQG,��kr NAL #D 278 08/29/2019 "WARNING• READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses reqquire exue a tale in fabricaUnp, haopdlin shipping, installing and bracing., Referto and follow the latest edition Safety Inarmauan, hvvTPI SBGA) foi to these functions. Installers of (SCSI (Building temporary omponenf and safety practices poor pertortning shall pro Ida _ bmcing per BCSI,., Unless noted omerwise,top chord shall have propedy attached structural sheathlnp and bottomm c'toN shall �iave a properly attached dgltl rxillnq Locations shown for permanent lateral restraint ofwebs shall have bmannn Ins per BCS sections 3, B7 or 10, ,Iletl as applicable. Apply plates to each face, of truss and position as shown above and on the JginfDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildingq Components Group Inc. she([ not be rep000nsible for any deviation from this drawing,any failure truss in conformance with ANSI 1, orfor handling, shippinn, installandn and bracing of tmSsesA seal on this drawing or to build the µm. cover a fetingthis drawin indicates acceptance of uro7essionar engineering responslbill((vv sole )vy forthedesi nshown. urawing Mali. pa 6750 Foram Drive ry The Sul bfli Suite 305 and se of this for any structure is the responsibility of the Building Desigder peIANSUTPI Formoe infoneation see this bHs gereial noles lease and these web sites: ALPINE:w alineitw.com?Pl: wwx.linsto : SBCA: www.ebundus .com' ICC: www.i=afeer, Orlando FL, 32821 SEQN: 14502 EJAC I Ply: 1 Job Number: 19-0503 Cust R761 JRet1WO17610022 T56 FROM: Qty: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrxNo: 241.19.0832.13637 Truss Label: J6 AK / OF 0829/2019 T 6"3 12 5 F,--- B 3X4(B1) Loading Criteria (ps9 Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 16.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: D Kzt NA Des Ld: 45.00 Mean Height 33.77 fit NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 10.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h2 Spacing: 24.0" C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Of 34'0"13 LID 00 32'8" 2'9"14 2'9"14 Snow Criteria (P9Pf in PSF) DeR/CSI Criteria Pg: NA Cl. NA CAT: NA PP Deflection in too Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL):-0.003 C - - HORZ(TL): 0.003 C - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0,377 TPI Sid: 2014 Max BC CSI: 0A50 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/5(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 08/29/2019 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 136 /- /- /92 /101 /114 C 54 /- /- AS /20 /- B 93 /- /- /34 /138 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 C Brg Width =1.5 Min Req = - B Brg Width =1.5 Min Req = - Beadng A Fcperp = 335psi. Members not listed have forces less than 375# iLL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing., Refer to and follow the latest edition of BCSI (Building acbces pnorto perfonnmg these functions Installem shall Vrowde tempora properlytra}webs shstructural ll ha a Etraclnapgins�aalied per BCSI sections) B3�B7 or 10Y as shown above and on the Joint Details. unless noted otherwise. kefer to ALPINE NE w wmeun 6750Forum Ddve Suite305 Orlando FL, 32821 SEQN: 14572 JACK Ply: 1 Job Number: 19-0503 Cust R761 JRet1VJO17610022 T72 FROM: Qty: 5 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOTA LASTORTUGAS DrI 241.19.0832.15260 Truss Label: J7 AK / DF 08/29/2019 2'2"12 5' 2'2"12 2'9"4 D 34'11"11 12 =1.5X4(`•) 5 1113X3(" C � T ;t -+/ e e l 1 32'8" A1111 G H P 3X4(Bt) f^ 2410 5' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg.P1 In PSF) Deti/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:NA PP DeOection in loc Udefl U# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.057 F 999 360 Loc R+ / R- / Rh (Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.074 F 794 240 B 529 !- A /438 /473 /307 BCDL: 10.00 EXP: D Kzt: NA Risk Category: It Snow Duration: NA HORZ(LL): 0.023 G - - E 60 /- !- 161 /21 /- Des Ld: 45.00 HORZ(TL): 0.029 G - - D 130 /- /- /61 /191 /- Mean Height 33.70 itCode/ Misc Criteria CreepFactor. 2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 5.0 psf Soffit 10.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.890 B Brg Width = 8.0 Min Req = 1.5 Load Duration: 1.25 p TPI Std: 2014 Max BC CSI: 0.331 E Brg Width =1.5 Min Req = - MWFRS Parallel Dist: 0 to h/2 D Brg Width = 1.5 Min Req = - Spacing: 24.0" C&C Dist a: 3.00 it Rep Fac: Yes Max Web CSI: 0.113 Bearing B Fcperp = 335psi. Loc. from endwall: Any FT/RT:20(0)/5(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Typists): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 Lumber Top chord 2x4 SP 2700f-2.2E Bot chord 2x4 SP #2 Webs 2x4 SP #2 Plating Notes (") 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. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"40, min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Lateraily 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). -IMPORTANT- 0829/2019 I NSTALLERS Fwpeny alu.nu. suucmrm sneamin one uunon cnvm;non nave a Pm eny eshaint of webs shall have bracinp Ins tied per SI sections B3, B7 or 10, as shown above and on the Join Details, unless noted otherwise. Aster to ALPINE not be responsible for any deviation from this drawing,any failure to build the s,m. Installation and bracing of tmssesA seat on this drawing or cover pa e, , 6750 Forum Ddve engineerin responslbllly solely for the designshown. The sull blllty Suite For bility of the Building Iles�gner per ANSI/TPI 1c.2.305 LPINE: vrvw.al ineiW.cam: TPI: wmvl inato :SRCA: v,w.v sitlndus .ram [CC, v,,w,i alaom Odando FL, 32821 SE0N: 14552 HIP_ I Ply: 1 I Job Number: 19-0503 Curt11761 JRer:1W017610a22 T13 FROM: Oty: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-4LAS TORTUGAS DrwNo: 241.19.0832.35240 Truss Label: KJ1 AK / OF 0829/2019 i Loading Criteria lost) TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 0.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x6 SP M-26 Bot chord 2x4 SP #2 Webs 2x4 SP #2 4'4"15 8'5"13 '4 4"15 3,4"14 8111.5 4" 8'1"5 ..i Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: It EXP: D Kzt: NA Mean Height 21.23 R TCDL: 5.0 psf BCDL: 5.0 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 6-0-0 setback jacks with no webs. Wind Wind loads and reactions based an MWFRS. Additional Notes Refer to General Notes for additional information Provide (3) 0.131 W.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. "IMPORTANT" Snow Criteria (Pg.N in PSF) Pg: NA Ct: NA CAT:W PE NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sod: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE as DeRICS1 Criteria PP Deflection in loc Udefl U# VERT(LL): 0.014 F 999 360 VERT(CL):-0.016 F 999 240 HORZ(LL): 0.006 F - - HORZ(TL): 0.008 F - - Creep Factor: 2.0 Max TC CSI: 0.422 Max BC CSI: 0.499 Max Web CSI: 0,055 VIEW Ver. 17.02.01A.1115.21 08/29/2019 on INSTALLERS T N 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 797 /- A /- /521 P E 137 P /- /- /34 P D 269 A A /- /284 A Wind reactions based on MWFRS B Brg Width = 11.3 Min Req = 1.5 E Brg Width =1.5 Min Req = - D Brg Width =1.5 Min Req = - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# reny rt0' ALPINE the i611Ity 6750 Forum Drive Suite 305 „ware "m Orlando FL, 32821 SEON: 14541 HIP_ Ply: 1 Job Number: 19-0503 CuSt R761 JRef:1WO17610022 T75 FROM: Dry: 4 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOTA LASTORTUGAS DrwNo: 241.19.0835.00153 Truss Label: KJ2 AK / DF 08/292019 12 C 3.54 T 21'2"15 B n Zo T N A D 2X4(A1) Loading Criteria (ps0 TCLL: 20.00 TOOL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0 " Top chord 2x6 SP #2 Bot chord 2x4 SP #2 Special Loads 3'6" 7 3'4"14 3 6 7 I Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 20.50 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Lac. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 -(Lumber Dur.Fac=1.25 / Plate Dur.Fac=1.25) TC: From 0 pif at -3.54 to 71 pit at 0.00 TC: From 2 pit at 0.00 to 2 pit at 3.54 BC: From 0 pit at -3.54 to 21 pit at O.OD BC: From 2 pit at 0.00 to 2 pit at 3.54 TO: 150 lb Conc. Load at-3.41 TC: -316 lb Come. Load at 1.48 BC: -171b Conc. Load at 1.48 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Negative reaction(s) of -283# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. It is the responsibility of the building designer and truss fabricator to review this dwg prior to cutting lumber to verify that all data, including dimensions and loads, conform to the architectural plans, specifications and fabricators truss layout Snow Criteria (P9,KIn PSF) Pg: NA CC NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fee: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in lac L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.016 D - - HORZ(TL): 0.016 D - - Creep Factor. 2.0 Max TC CSI: 0.860 Max BC CSI: 0,353 Max Web CSI: 0.000 VIEW Ver. 17.02.0tA.1115.21 e,�p,S FtF,y • e No. 648 f i • � ATE OF i �.c�ti•�LOR1�P.r �. f�NAt. 08/29/2019 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Lee R+ /R- /Rh /Rw /U /RL B 413 /- /- /51 /804 /- D 35 /-63 P 183 /35 P C - /-283 /- /374 1158 1- Wind reactions based on MWFRS B Brg Width = 11.3 Min Req = 1.5 D Big Width = 1.5 Min Req = - C Brg Width=1.5 Min Req= - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# failure to build the � . The sualabilily ALPINE .vmroxcun 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14615 HIP_ Ply: 1 Job Number: lMS03 Cust R761 JRef.1W017610022 T20 FROM: Qty: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT4 LAS TORTUGAS DrwNo: 241.19.0836.38463 Truss Label: KJ3 AK / DF 08/29/2019 5'3"2 O'10"12 _ 53"2 4'7"10 L 51 "6 4'S"2 — 3,4"14 .f. b 5'16 9'6"9 1 '1 "12 Loading Criteria (Ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAMNA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pt: NA Ce: NA VERT(LL): -0.029 C 999 360 Loc R+ / R- / Rh / Rw / U / RL B 805 /- /- /- /753 /- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.036 G 999 240 BCOL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 G - - E 303 /- /- A /201 /- Des Ld: 45.00 EXP: D Kzt: NA HORZ(TL): 0.012 G - - D 335 /- /- A /456 /- Code / Misc Criteria NCBCLL: 0.00 Mean Height: 32.77If CreepFactor. 2.0 Wind reactions based on MWFRS Soffit 10.00 TCDL: 5.0 pst Bldg Code: FBC 2017 RES Max TC CSI: 0.946 B Brg Width =11.3 Min Req =1.5 Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: 0lo h/2 TPI Sid: 2014 Max BC CSI: 0.283 E Brg Width = 1.5 Min Req = - D Brg Width 1Min Req = - Spacing: 24.0 " B.0 CDist a: 3.00 fl Rep Fac: No Max Web CSI: 0.277 c gearing 8 Fcperp = 335psI. Loc. from endwall: NA FT/RT:20(0)/5(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 Chords Tens.Comp. Lumber B-C 727 -676 Top chord 2x6 SP #2 Bot chord 2x4 SP 2250f-1.9E Webs 2x4 SP 92 Maximum Bot Chord Farces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading B-G 594 -644 G-F 590 -651 Hipjack supports 7-0-0 setback jacks with no webs. Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind loads and reactions based on MWFRS. C-F 691 -626 Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe -nails at bottom chord. Provide ( 3 )16d- 0.162"x3.5" nails, toe nailed at TC 08/29/2019 ailure to build the or overauifabpa ibty e„ . cThe ALPINE wm ®aw 6750 Foram Ddve Suite 305 Orlando FL, 32821 SEON: 14618 HIP_ Ply: 1 1 Job Number: 19-0503 Cust R761 JRetlW017e10022 T18 FROM: Oly: 1 /OAKMONT CUSTOM HOMES I1HRIBAR RESIDENCE /LOT-0 LAS TORTUGAS DrwNo: 241.19.0836.51670 Truss Label: KJ4 AK / OF 08/29/2019 14'9„8 I 9'3�� _ i 4'9"8 4'S"8 L T 3473 N CI 90 1� v —V1'4" 3'4"1q �. 8'10"9 4'T 8'10"9 9' " Loading Criteria (ps0 Wind Criteria Snow Criteria (P9,Pf in PSF) Deti/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:NA PP Deflection in loc L/defl Li# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce; NA VERT(LL): -0.029 C 999 360 Lac R+ / R- / Rh / Rw / U / RL B 763 /- /- /- /709 /- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.029 C 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.012 F - - E 240 /- /- /- /131 /- Des Ld: 45.00 EXP: D Kzt: NA HORZ( TL) 0.013 F - - D 299 /- /- /- /427 /- CotlelMisc Criteria NCBCLL: 0.00 Mean Height 32.67 it Creep Factor. 2.0 Wind reactions based on MWFRS SoffitLoad: ton: TCDL: 5.0 psf Bldg Code: 2017 RES Max TC CSI: 0.938 B Br Width = 11.3 Min Re 1.5 Load Duration: 1.25 psf MWFRS Parallel MWFRS Parallel Dist 0lo h/2 TPI Sid: 2014 4 Max BC CSI: 0.676 676 E Big Width =1.5 Min Req g q = - D Width 1= Min Req = - S acing: 24.0" P C&C Dist a: 3.00 fl Rep Fac: No Max Web CSI: 0.174 Be Bearing r Fcperp = 335psi. Loc. from endwall: NA FT/RT:20(0#5(0) mbe s Members not listed have farces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A1115.21 Chords Tens.Comp. Lumber B-C 674 -473 Top chord 2x6 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Loading B-F 406 -577 Hipjack supports 6-6-8 setback jacks with no webs. Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind loads and reactions based on MWFRS. C - F 609 -428 Additional Notes Refer to General Notes for additional information Provide (3) 0.131"x3.0", min. toe -nails at bottom chord. mwmflb� Provide (3 )16d- 0.162"x3.5" nails, toe nailed at TC A�15 AF,r�I/w- OF #0 278 failure to build the ALPINE IH 111Y 6YGW 6750 Foram Drive SEQN: 14604 HIP_ Ply: 1 Job Number: 19-0503 Cult: R761 JRef:tW07761oo22 T22 FROM: Cry: 1 /OAKMONi CUSTOM HOMES/MRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.083U3357 Truss Label: KJ5 AK / OF 08/292019 Loading Criteria (ps0 TCLL: 20.00 TOOL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Lc: 45.00 NCBCLL: 0.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP 02 Webs 2x4 SP #2 ¢'1'4 8 ]'S" 9'ta'', 7'S" N1.5D E �3'4"14 734 I 1� ]'3'4 a'9' Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D KzL NA Mean Height 32.65 R TOOL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 6-5-4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.01', min. toenails at bottom chord. "IMPORTANT' any Snow Criteria (Pg,Pf in PSF) Pg: NA CC NA CAT: N/ PC NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): WAVE DeR/CSI Criteria PP Deflection in loc Udeg L/# VERT(LL): 0.011 H 999 360 VERT(CL):-0.018 H 999 240 HORZ(LL): 0.005 H - - HORZ(TL): 0.009 H - - Creep Factor. 2.0 Max TC CSI: 0.890 Max BC CSI: 0.231 Max Web CSI: 0.117 VIEW Ver. 17.02.01A.1115.21 08/29/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Lac R+ /R- /Rh /Rw I /RL B 720 1- 1- 1- 1583 A H 615 /- /- /- /572 /- F 28 /-2 A /- /38 /- E 31 /-62 /- /- /43 A Wind reactions based on MWFRS B Brg Width = 11.3 Min Req = 1.5 H Erg Width = 6.5 Min Req = 1.5 F Brg Width =1.5 Min Req=- E Brg Width = 1.5 Min Req = - Bearings B & H Fcperp = 335psi. Members not listed have forces less than 3759 Maximum Web Farces Per Ply (Ibs) Webs Tens.Comp, H-C 664 -493 0°8;0, 14� ALPINE build the build the µm. r pa e, blhty 6750 Foram Drive sui Suite 305 w.vx.lruafe om Orlando FL, 32821 SEON: 14589 HIP_ Ply: 1 Job Number: 19-0503 CUAR761 JRef:1WO17510022 T49 FROM: CRY: 1 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOTA LAS TORTUGAS DrwNo: 241.19.083B.57570 Truss Label: KJ6 AK / DF OM92019 Loading Criteria fir) TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 0.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #2 3'4"14 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II FRCP: D Kzt NA Mean Height: 33.23 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 fl Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Loading Hipjack supports 2-9-14 setbackjacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toenails at lop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. C 47 34'0"9 aD v Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): WAVE 3'11 "14 3'11 "14 Deb/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.007 D - - HORZ(TL): 0.010 D - - Creep Factor. 2.0 Max TO CSI: 0.852 Max BC CSI: 0.234 Max Web CSI: 0.000 VIEWVer 17.02.01A.1115.21 08/29/2019 �32'8" N ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 599 /- /- /- 1531 /- D - /-14 /- 137 /- /- C - /-71 /- 123 A P Wind reactions based on MWFRS B Brg Width = 11.3 Min Req = 1.5 D Brg Width =1.5 Min Req = - j C Brg Width = 1.5 Min Req = - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# failure to build the ALPINE ..c 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 14583 HIP_ I Ply: 1 Job Number: 19-0503 Cust R761 JRet1W017610022 We ' FROM: Qly. 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DmNo: 241.19.0839.00143 Truss Label: KJ7 AK / DF 08/29/2019 2'410 I 44"4 2'410 1'11"11 T 1 L 26 ' 8 2106 1515 �' 'f' 2'16"6 4'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Deg/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Cl: NA CAT:NA PP Deflection in loc Udeg U# TOOL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.003 H 999 360 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL):-0.007 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 H - - Des Ld: 45.00 EXP: D Kzt NA HORZ(TL): 0.004 C - - Code I Misc Criteria NCBCLL: 0.00 Mean Height 33.49 it Creep Factor. 2.0 TCDL: 5.0 Pat Soffit: 10.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.341 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h2 TPI Std: 2014 Max BC CSI: 0.083 Spacing: 24.0" C&C Dist a: 3.00 it Rep Fac: No Max Web CSI: 0.008 Loc. from endwall: NA FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.01A.1115.21 Wind Duration: 1.60 WAVE Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP 92 Loading Hipjack supports 3-0-15 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails attop chord, Umm"rr„_ Provide (2) 0.131"x3.0", min. toenails at bottom chord.c��+1 ENe /f ATE OF f c� .t�ti•��OR��P�`a�� NN #0278� 08/29/2019 T It 34'6"11 33'8" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /RW /U /RL B 343 /- /- !- 1296 /- F 13 /- /- 16 /- /- E 45 /- /- /- 775 !- Wind reactions based on MWFRS B Brg Width =8.7 Min Req= 1.5 F Erg Width =1.5 Min Req = - E Erg Width =1.5 Min Req=- Searing B Fcperp = 335psi. Members not listed have forces less than 375# ALPINE µawo 6750 Forum Drive Suite 305 Odando FL, 32821 SEON: 14586 HIP_ Ply: 1 I Job Number: 19-0503 Cust R761 JRef:1WO17610022 T71 FROM: Oly: 2 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS Dm No: 241.19.0839.01417 Truss Label: KJB AK / DF 0829/2019 2'4"10 5'4"15 2'4"10 T3411"9 12 4.62 p III 1 CX4 D N O 33'8" T B F I io 1 io 1 1 }� 32'8" A H G 'Y =1111.5X4 2X4(A1) =1.5X4 1 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 - 2'6"8 Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II. EXP: D Kzt: NA Mean Height 33.69 It TCDL: 5.0 psf BCDL: 5.0 pal MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 0 plf at -2.71 to 72 plf at 0.00 TC: From 2 plf at 0.00 to 2 pif at 5.41 BC: From 0 ph at -2.71 to 21 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 5.41 TC: 27 lb Cone. Load at 2.76 Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails attop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. any 2'10"6 2'6"10 2'106 5'4"15 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl U# Pf: NA Ce: NA VERT(LL): -0.025 G 999 360 Lu: NA Cs: NA VERT(CL): 0.030 G 999 240 Snow Duration: NA HORZ(LL):-0.011 F - - HORZ(TL): 0.013 F - - Code /Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.193 TPI Sld: 2014 Max BC CSI: 0.071 Rep Fee: Varies by Ld Case Max Web CSI: 0,017 FT/RT:20(0)/5(0) Plate Type(s): i VIEW Ver. 17.02.01A.1115.21 WAVE 08/29/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Lee R+ /R- /Rh /Rw I /RL B 380 P P P 1260 /- F 52 /- P /1 A /- E 99 /-3 P P 162 P Wind reactions based on MWFRS B Big Width =8.7 Min Req=1.5 F Brg Width =1.5 Min Req=- E Big Width =1.5 Min Req=- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# failure to build the or c n. The suitability ALPINE .1NTYm61NI 6750 Forum Ddve Suite 305 Orlando FL, 32821 SEON: 14523 JACK Ply: 1 Job Number: 19-0503 Cust R751 JRet:1WO17610022 T56 FROM: Oly: 11 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE /LOT-4LAS TORTUGAS DrwNo: 241.19.0839.02557 Truss Label: Ci AK / DF 0812912019 Loading Criteria (ps0 TOLL: 20.00 TOOL: 15.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #2 12 C 5 B T 1'11"14 co N 31 r4" q D C=-=2M(Al) 1 2'3"14 Wind Criteria Wind Std: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height 31.54 It TCDL: 5.0 pal BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information Negative reaction(s) of-274# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Provide (3) 0.131"x3A", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 1'0117 ILI Snow Criteria (P9,Pf in PSF) Deb/CSI Criteria Pg: NA Cl: NA CAT:NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.841 TPI Std: 2014 Max BC CSI: 0.092 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/5(0) Plate Type(s): VIEW Ver. 17.02.01A.1115.21 WAVE Ft ATE OF f cz &OR\OP�.e1�'kr #0278 AI-� 08/29/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 628 /- /- /591 1643 /140 D - /-30 /- /52 /33 /- C - /-274 /- /334 1288 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 419 -119 ALPINE 7 ro311W 6750 Foram Drive Suite 305 Orlando FL, 32821 SEON: 14491 JACK I Ply: 1 I Job Number: 1M503 Cust R761 JRef.1W017610022 Tel FROM: Oly: 6 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE /LOT-0LAS TORTUGAS DrwNo: 241.19.0839.03707 Truss Label: C2 AK / OF 08/29/2019 Loading Criteria (ps0 TCLL: 20.00 TOOL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" C 12 32'9"14 5 T B io N 31'4" A D 3X4(B1) 2'4"10 Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height 31.96 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2700f-2.2E Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Refer to General Notes for additional information 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) Pg: NA Ct: NA CAT: NF Pf: NA Cc: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE ME CTIFA DefUCSI Criteria PP Deflection in loc Udell L/# VERT(I-Q: NA VERT(CL): NA HORZ(LL): 0.005 D - - HORZ(TL): 0.006 D - - Creep Factor. 2.0 Max TC CSI: 0.856 Max BC CSI: 0.275 Max Web CSI: 0.000 VI EW Ver. 17.02.01A.1115.21 FL V •*.a ATE OF �o 1pORV 1 #0 278 NAL V 08/29/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I /RL B 481 /- /- 1416 /437 1224 D 44 /- /- /66 /24 /- C 20 /- P 150 162 P Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Reel = - C Brg Width = 1.5 Min Reel = - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Of re a eny B7Rpro eerto f ALPINE to build the 10 pa ehJi suig ly 6750 Forum Drive Suite 305 ICC : w imeafe.om Orlando FL, 32821 SEON: 14492 JACK I Ply: 1 Job Number: 19-0503 Cust R761 J801WO176100n T67 FROM: Qty. 8 /OAKMONT CUSTOM HOMES //HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0839.05483 Truss Label: C3 AK / DF 08/29/2019 lei T 22'3"14 12 5 rD i� (V � B I ? 1 20. A D 4(B1) � -- 2'4"10 Loading Criteria (par) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: D Kzt: NA Des Ld: 45.00 Mean Height 21.04 It NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 10.00 BCDL: 5.0 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 2250f-1.9E Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toenails at bottom chord. 5'0"7 5'0"7 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Cc NA CAT: NA PP Deflection in too Udell Ite Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL B 531 /- P /465 1341 1232 Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.007 D - - D 85 A /- 189 /23 /- HORZ(TL): 0.008 D - - Creep Factor: 2.0 C 126 P P /41 M45 /- Wind reactions based on MWFRS Code / Mist; Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.980 B Big Width = 8.0 Min Req = 1.5 TPI Still: 2014 Max BC CSI: 0.334 D Big Width = 1.5 Min Req = - Rep Fac: Yes Max Web CSI: 0.000 C Brg Width =1.5 Min Req = - Bearing B Fcperp = 335psi. FT/RT:20(0)/5(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver. 17.02.01A.1115.21 WAVE F,M ys••F•.2 - 'rV ATE OF f c� #0278 ONAI- to build the ver pa a- le sui blllty ALPINE x m oxsun 6750 Foram Drive Suite 305 Orlando FL, 32821 SEQN: 14526 JACK I Ply: 1 Job Number: 19-0503 Cust R761 JRef:1W017610022 T64 FROM: Dry: 10 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0839.07423 Tmss Label: C4 AK / DF 0829/2019 12 C 5 B T 31'11"14 co T T 31'4rr A D C�--�2M(Al) Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit 10.00 Load Duration: 1.25 Spacing: 24.0" Lumber Top chord 2x6 SP #2 Bat chord 2x4 SP #2 1 71"14 Wind Criteria Wind Sid: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height 31.54 it TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Negative reaction(s) of -274# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Provide (3) 0.131"x3.0", min. toe -nails at lop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. "IMPORTANT" 1'0117 1 110117 I Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L1# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL):NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.841 TPI Std: 2014 Max BC CSI: 0.092 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(0y5(0) Plate Type(s): VIEW Ver. 17.02.01A.1115.21 WAVE F(E�A vsF•..:'�c� ATE OF •i OR #0 278 ` EOM ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 628 P /- 1591 1643 /140 D - /-30 A 152 /33 /- C - /-274 P /334 /288 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 D Big Width =1.5 Min Req = - C Brg Width =1.5 Min Req= - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 419 -119 in naves progeny10 !rrwise 87kefer to ALPINE silure to build the or cover pa e., ru 6750 Fenno DriveThe auifahibty Suite 305 ,corn; ICC: �imaafearg Orlando FL, 32821 SEQN: 14501 JACK Ply: 1 1 Job Number: 19-0503 Cust R761 JR& 1 WO17610022 T57 FROM: Qty: 1 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOTA LAS TORTUGAS DrwNo: 241.19.0839.09603 Truss Label: C4A AK / OF 08/29/2019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" Top chord 2x4 SIP #2 Bat chord 2x4 SP #2 12 5 0 A T 33'31,14 TV T 32'8" C 3X4(B1) Wind Criteria Wind Sld: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height 33.40 it TCDL5.0 list BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCph 0.18 Wind Duration: 1.60 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails at top chard. Provide (2) 0.131'k3.0", min. toe -nails at bottom chord. 1-07 � 1'0"7 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Dumtion: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fee: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE Def#CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL):-0.000 C - - HORZ(TL): 0.000 C - - Creep Factor. 2.0 Max TC CSI: 0.045 Max BC CSI: 0.013 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 009/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I /RL A 54 /- /- 135 132 140 C 18 /- /- 116 f7 /- B 32 P P /11 151 /- Wind reactions based on MWFRS A Erg Width = 3.5 Min Req = 1.5 C Brg Width =1.5 Min Req = - B Brg Width =1.5 Min Req =- Seeing A Fcperp = 335psi. Members not listed have forces less than 375# ,LL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. Refer to and follow the latest edition of BCSI (Building actices prior to performing these functions Instarlrl�ers shall provide tempura properly iroiaPnf of webo shall have blreanaotiins121ied per BCShsections B3,'B7 or �Oy as shown above and on the Joint Details, unless noted otherwise. kefer to A IPL NE m"' 6750 Foram Drive Suite 305 Odando FL, 32821 SEON: 14495 JACK Ply: 1 Job Number: 19-0503 Cust:R761 JRef:l WO17610a22 163 FROM: Oty: 6 /OAKMONTCUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0839.12430 Truss Label: CS AK / OF OB/29/2019 Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL 10.00 Des Ld: 45.00 NCBCLL: %00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0 " A 12 32'9"14 5 F�::;- B °to r- m N 31'4" A D 3X4(B1) 3'0" 7 2'4"10 1 1 3'0" 7 Wind Criteria Wind Sid: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 31.96 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 2700f-2.2E Bat chord 2x4 SP #2 Wind Wind loads based an MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails altop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Of Snow Criteria (P9.Pf in PSF) Pg: NA Ct NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE #0 08/29/2019 Deb/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.005 D - - HORZ(TL): 0.006 D - - Creep Factor. 2.0 Max TC CSI: 0.856 Max BC CSI: 0.275 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I /RL B 481 /- A MIS 1437 1224 D 44 /- /- /66 124 /- C 20 /- /- 150 /62 P Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.5 D Brg Width=l.5 Min Req=- C Brg Width=1.5 Min Req=- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# the latest edition of BCSI (Building Installers shall provide tempora bottom chord shall have a pro e' ly II per SCSI sections 3, B7 or 10, unless noted otherwise. Referto re to build the coverpa e„ The auif9ability ALPINE NE psf M Suite Forum Drive Suite305 Orlando FL, 32821 SEON: 14496 JACK Ply: 1 Job Number: 19-0503 Cust: R761 JRef.lWO17610022 T68 FROM: Oly: 6 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOTA LAS TORTUGAS DiwNo: 241.19.0839.16560 Tress Label: CB AK / OF 0829/2019 C 22'3"14 12 5 F,--- T SO F_ (V B M 20' A 4(B1) Loading Criteria (ps0 TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: %00 Load Duration: 1.25 Spacing: 24.0" 2'4"10 Wind Criteria Wind Sid: ASCE 7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt NA Mean Height: 21.04 it TCDL: 5.0 put BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2250f-1.9E Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails at lop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. **IMPORTANT** Snow Criteria (P9,M in PSF) Pg: NA Ct NA CAT: N Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE as .Zi 08/29/2019 DefUCS1 Criteria PP Deflection in too L/defl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.007 D - - HORZ(TL): 0.008 D - - Creep Factor. 2.0 Max TC CSI: 0.980 Max BC CSI: 0.334 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 531 /- A 1465 /341 1232 D 85 /- A 189 /23 P C 126 /- P /41 1145 /- Wind reactions based on MWFRS B Brg Width =8.0 Min Req=1.5 D Brg Width =1.5 Min Real =- C Brg Width =1.5 Min Real =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# ALPINE w 6750 Foram Drive Suite 305 Orlando FL, 32821 SECN: 14578 JACK Ply: 1 I Job Number: 19-0503 Cust R761 JRet1WO17610022 Ttb FROM: Cry: 4 /OAKMONT CUSTOM HOMES/ 1HRIBAR RESIDENCE /LOT-4LAS TORTUGAS DrwNo: 241.19.083923053 Truss Label: C7 AK / OF 08/29/2019 C 33'11"7 5 B iD Cn T T Ln 1 N 32'8" A D 2X4(A1) 23 y3'1Q 2'3"14 213" 'I Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll EXP: D Kzt NA Des Ld: 45.00 Mean Height 33.19 It NCBCLL: 10.00 TOOL: 5.0 psf Soffit: 10.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h2 Spacing: 24.0" C&C Dist a: 3.00it Loc. from endwall: Any GCpi: OAS Wind Duration: 1.60 Top chord 2x6 SIP #2 Bot chord 2x4 SP 92 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails attop chord. Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in toe L/defl L/# Pf: NA Ce: NA VERT(LL): 0,041 D 707 360 Lu: NA Cs: NA VERT(CL): 0.053 D 548 240 Snow Duration: NA HORZ(LL): 0.004 D - - HORZ(TL): 0.005 D - - Code /Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.849 TPI Sid: 2014 Max BC CSI: 0.113 Rep Fee: Yes Max Web CSI: 0.000 FT/RT:20(0)/5(0) Plate Type(s): VIEW Ver. 17.02.01A.1115.21 WAVE #o FL§ vs�•..'�'c� ATE OF ;'c, 08/29/2019 INCLUDING ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 480 /- /- /424 1446 1204 C 14 /-17 P /124 /100 P Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 C Brg Width = 1.5 Min Req = - Bearing B Fcperp = 335psi. Members not listed have forces less than 375# properly attached structural sneathinpp and bottom c ore snail gave a pro❑eny isiralnt of webs shall have bmcin9 ins,per BCS sections ,3, B7 or B10. the Joint Details, unless noted otherwise. kaleto as shown above and on ALPINE not be responsible for any deviation from this drawing,apy failure to build the w.nwmwnr 1, installation and bracing of tmssesA seal on this drawing or cover pa a ngineerin responsibility solo)v for the design shown. The suitability hifiTy of the �uilding Designer perANSUTPI 1 Sec.2. 6750 Forum Drive Suite 305 LPINE: www.alaneitw.com: TPI:w toinstom: sack wwwsbun4usbv.rum: ICC: x JixsafoaM Orlando FL, 32821 SEON: 14566 JACK Ply: 1 Job Number. 19-0503 Cust R761 JR01WO17610622 T16 FROM: Oty: 4 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LASTORTUGAS DIwNo: 241.19.0839.27580 Truss Label: CB AK I DF 08292019 Ci 12 33'11"7 5 to B n is io N 32'8" A D 2X4(A1) 2'3"14 2'5" 1" 0 2'5" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Plin PSF) DeRICSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 15.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.049 D 592 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.065 D 447 240 B 480 /- /- 1425 1446 /204 BCDL: 10.00 Risk Category: Il Snow Duration: NA HORZ(LL): 0.005 D - - C 14 /-17 /- 1130 lint /- Des Ld; 45.00 EXP: D Kzt NA HORZ(TL): 0.005 D - - Wind reactions based on MWFRS NCSCLL: 10.00 Mean Height: 33.19 it Code /Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.6 TCDL: 5.0 psf C Br9 Width = 1.5 Min Re Soffit: 10.00 BCDL: 5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.849 q = - P Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.140 Bearing B Fcperp = 335psi. Spacing: 24.0" C&C Dist a: 3.00 it Rep Fee: Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:20(0y5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 Lumber Top chord 2x6 SP #2 Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131'W.0", min. toe -nails at top chord. mum S F�M O.•.• �cErvSF•.!,2�4 No. 648 't ATE OF }, f cz '$off %. ORNq G� 40 278 ONAl. 0829/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shi ping, installing and bracing.,Refer to antl follow Ne latest edition of DCSI (Building omponen[ Safety Information, by TPI and SBCA) �r sa ely practices poor to pertonning these functions. Installers shall provide temposry bracing per BCSI.. Unless noted 6lnelwise,top chord shal have pmpedy altachetl structural sheaNinq and bottom chord shall have a progerly attache. n� tl tellingq Locations shown for permanent lateral restraint of webs shall have braanqq Ins lletl per BCSI sections 3, B7 or 70, as applicable. AppTv plates to each face,o truss and pgsNgn as shown above antl on the JOInfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this dmwing,any failure to build the µ,i,,. E truss in conformance With ANSI PI 1, or for handl%q� shippinq, installation and bracing of trussesA seal on this drawing or cover page 6750 Foram Drive Ilsting this tlrawinn indicates accVnce of BproTessional engineerinn responsibilittyv solelyforthedesi nshown. The suitability and use of this r7rawing for any structure is the responsibility of the building Desigrfer per ANSI/TPI 1 SAP. Suite 305 For more Information see this jobs general notes page and these web sites: ALPINE: w al ineiWcomTPI: w hainsta ;SSCA: wnw.sbdndus .�ia; ICC: vmw.iccsafeaie Orlando FL, 32821 SEQN: 14569 JACK Ply: 1 Job Number: 19-0503 Cust R761 JRer:1WO17610022 T6 FROM: Oly: 1 /OAKMONT CUSTOM HOMES//HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0839.30970 Truss Label: C9 AK ! DF 08/292019 I 2. 4U33"4 '1"_I D 5 � 1112X (4 T_I 1 L A �-- 24"10 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Ste: ASCE 7-10 TCDL: 15.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: ll Des Ld: 45.00 EXP: D Kzt: NA NCBCLL: 10.00 Mean Height 33.67 It TCDL: 5.0 psf Soffit: 10.00 BCDL: 5.0 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: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 2700f-2.2E Bot chord 2x4 SP #2 Webs 2x4 SP #2 Plating Notes (") 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 memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. tce-nails attop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Laterelly brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace at choM ends (If no rigid diaphragm exists at that point). any E III 1. X4 P 2'8"8 2'1"9 RZ 4'10"1 3410"14 ro u 33'6" (V 32,8" Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell _/# Gravity Non-Gavity Pf: NA Ce: NA VERT(LL): -0.047 F 999 360 Loc R+ / R- / Rh / Rw / U ! RL Lu: NA Cs: NA VERT(CL): 0.067 F 847 240 B 524 /- !- 1435 /469 1300 Snow Duration: NA HORZ(LL): 0,022 G - E 56 /- /- /59 /19 /- HORZ(TL): 0.027 G - - D 123 !- /- /59 /181 /- CodeIMiscCriteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.890 B Brg Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.333 E Brg Width = 1.5 Min Req = - Rep Fac: Yes Max Web CSI: 0.115 D Brg Width = 1.5 Min Req = - Bearing B Fcperp = 335psi. FT/RT: Members not listed have forces less than 37511 Plate Typepe(s): WAVE VIEW Ver. 17.02.01A.1115.21 G&AEIYS�M.,, i �i No. 648 ATE OF f c� 00278 NAt. 11,4111 ALPINE N111W OPfAW 6750 Forum Drive Suite305 Orlando FL, 32821 SEON: 14575 JACK Ply: 7 Jab Number: 19-0503 Cust R761 JRef.IW017610022 T73 FROM: CRY: 1 /OAKMONT CUSTOM HOMES ?/HRIBAR RESIDENCE/LOT-4 LAS TORTUGAS DrwNo: 241.19.0840.00347 Truss Label: C10 AK / OF 08/292019 2'3"4 I. 4,8„9 2'3"4 , 2'55 T T 34;10"4 12 =1.5X4--) 5 11115 n N-338" T e E y/ 1 1M 32'8" p GHF 3X4(B1) III 1.SX4 Loading Criteria (psf) TCLL: 20.00 TCDL: 15.00 BCLL: 0.00 BCDL 10.00 Des Ld: 45.00 NCBCLL: 10.00 Soffit: 10.00 Load Duration: 1.25 Spacing: 24.0" 2'4"10 Wind Criteria Wind Std: ASCE7-10 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: D Kzt: NA Mean Height 33.64 ft TCDL: 5.0 Pat BCDL: 5.0 list MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 20 SP 270Df-2.2E Bot chord 2x4 SP #2 Webs 2x4 SP #2 Plating Notes (") 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 memberdesign. Additional Notes Refer to General Notes for additional information Provide (2) 0.131"x3.0", min. toe -nails attop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Laterally brace top chord below filler and bottom chord above filler at 24" o.c., including a lateral brace al chord ends (If no rigid diaphragm exists at that point). 2'8"8 2'8"8 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FED 2017 RES TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): WAVE 2-0"1 r Deft/CSI Criteria PP Deflection in lac Udeg U# VERT(LL): 0.040 F 999 360 VERT(CL): 0.063 F 879 240 HORZ(LL): 0.021 G - - HORZ(TL): 0.026 G - - Creep Factor. 2.0 Max TC CSI: 0.890 Max BC CS[: 0.334 Max Web CSI: 0.118 VIEW Ver. 17.02.01A.1115.21 ?;S.Ft� z 'i No. 648 CL%\ ATE OF f kOR%gQ0* 00278 �NAt. 08/29/2019 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw I /RL S 52D /- /- /433 1466 295 E 54 /- 1- 158 /19 !- D 117 /- /- 158 1174 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width =1.5 Min Req =- Bearing B Fcperp = 335psi. Members not listed have forces less than 375# Oure to build the orcoverpa e„ The sui b llty ALPINE M'IIWOPPAW 6750 Foram Drive Suite 305 Orlando FL, 32821 CLR Reinforcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinf orcementi or reinforcement method Is desired. L-Reinf. Notesi This detall Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Use scabs Instead of L- or T- reinforcement on webs with Intersecting truss Joints, such as K-web ,Joints, that may Interfere with proper application along the narrow face of the web. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x40I0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(3p T-reinforcement, L-relnforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. Cp Center scab on wide face of web. Apply (1) scab to each face of web. AR rrW CDMPAW 13723 RNerpad MW. smmloo Maryland Hel hM. MO G3W3 nmeanr3mu rt3� txa muvd� m rwL mmuc3ms aamns Tc Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement, Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with IOd (0.128'x3.0',m1n) malls at 6' o,c, Reinforcing member Is a minimum 80% of web member length. M cap,rwnt. r� vc ucu wt In r..p r fora, to tlw truss T canrwwrce tIM wV3tRm L ar fv ;M= ro arwxr r:°0�'. �. rwmwsunr r M rmtlon n^iws J.W. p. t mt."oriel tMtt ttb K. e�'.,a . OF ;pc W .14 00 Scab LL DL DL LL LD, FAC. PSF PSF PSF PSF PSF L CLR Subst. 01/02/19 BRCLESUB0119 I STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' -Q• ATTACH SCAB WITH IOd BOX/GUN 4' -0' 2.6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB S. 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 are the preferred attachment methods NG TS d 3 sJ M sJ c m STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES / ' wf»mm Jswn .rm r>unv JJl mJF3 a 3J@ pUVJwi emrmrw"a flPwsx .xs JJan1m� m xL mnRinoa JlLlJI➢"I3 rHE AN ff W COMMNY tJxAt @n.u"q, em' r se w i� Ufa 'a �t vmi L :. f nMwYa..I+M b ftW • b.. M fi+n.rc A vN m W 6uM'p : mrM U.Vp bb bv.YG Fi trs empte,v N R.f.atlxnt 13]13 RNemen DMe >a+sa Imo, Vie'• ,aw^ •de�Y �^ TM Y M� .w .f ri. tre.H0 Sue. zoo W .e.V+r P.' N6VRI J s z Maryland He'g MDMM fm'vt Mrcm� �" tlJ..�Wt "�'ro�'bf'y 'ayy.y,ya� �p'mYsafeoq ALPA£ mabTeH.mu TPL mlNulow SBrd ms 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.' 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 detalls, Is recommended at 10' -0' o.c. (max.) 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). FL s� •.. c LL PSF IREF STRONGBACK DL PSF JDATE 10/01/14 OF . DL PSF DRWG STRBRIBR1014 �� C LL PSF C1Pa - TOT. LD. PSF IDUR. FAC. 1.00 1 Commentary: Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantagesi • Helps to ensure level ceilings and floors after dead loads are applied. • Facilitates drainage to avold ponding on flat or Low slope roofs. • Compensates for different deflection characteristics between adjacent trusses. • Improves appearance of garage door headers and other long spans that can appear to 'sag.' • Avolds 'dips' In roof ridgellnes at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the 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 speclPy any dead load, live load, and In-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for Limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. muamq., �,o am PIILDH eu rmct a nus mews mpmvnly ntuow iws vuvwc m xt mmPa�os �� rE L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0,25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) Note, The ,2,1,"W&NPRd may be considerably less than xq.., a a.mm� eP nv asm�roaa �rytc r� ,K cool mt be 'tcoan.�tc Pw ervy AN If W mMFANY ms o-ttc am sates. tP wui ero twx b amvawarce .lm Mmnri L at Pm na'an�y wsmuauaa � b.amq w wccea • seal m Ws Mm0 m mwr YNY Ws trnt)Y. YNmtn nmpterca N PtPPtsibnl suh RrverPoi DMa itryFseeM remv�IHv sa�tlYn � J��ay, Cvn 1M1a sJMb11tY artl m aP Ws o-asYi Mugta 0 ery sbt,cW k the J . W ➢esy�er pn M6VIM 1 Ssc2 Mary�aM Heb�v, M083043 Pal' wv'P IMa'rotbn sw Ws ,pb'a pentel miss paq pM tMst ssb sltsa. N.P➢1D mulPNdtsw�i 1pb sss.iplm� p� SBG� snsCtlM,sMmpl IfA m.l Proq OF c� OQ'f''� l� F ➢EFLEC/CAMB TE 10/01/14 WG DEFLCAMB1014 Arthur /Rutenberg Homes PROPOSED OPTIONS Oakmont Custom Homes, LLC Job No: 1905 Mr. Robert Camp and Mrs. Kendra 900 Se Ocean Blvd., Suite 340 E Lot: 224042015004000409 Camp Stuart, FL 34994 128 Turtle Creek Dr. 96 River Dr (772) 210-5438 Tequesta, FL 33469 Tequesta, FL 33469 CM: Cody Baker The prices shown on this Quotation are valid for a period of seven days, after which they are subject to change without notice. Add[ Days Yes No P-983 House Surveys $150 0 Clarifications: Redraw Survey to show the house moved forward to 70' from the rear to the left property corner. The above changes are proposed. When selected "Yes" above, they are considered to be Change Orders. I understand and agree that the work required by these Change Orders is not included under terms of my purchase agreement, is to be charged additionally as shown above, is payable at this time and will require the additional construction days shown in the Added Days column above. Buyer Date Buyer Date Builder 10/31/2019 04:04 P.M. Oakmont Custom Homes, LLC - an Independent Franchise, License #CGC1506509 Page 1 of 1