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HomeMy WebLinkAboutTRUSSCUT0010 th This document has been elec#'onicallyr signed and sealed using a Digital Signature. Printed copies wthout an original signature musst.. he verged using the o+iginai electronic version.. ALPINE AN ITW COMPANY COA #0 278 04/29/2021 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information; Pa P I Customer: Central Florida Truss, Inc. I Job Number: G8265 Job Descri tion: /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Address: 10210 CARLTON RD., Ft Pierce, FL Job Engineering Criteria: Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.00A JRef#: lX4Z7610010 Wind Standard: ASCE 7-16 Wind Speed (mph): 170 Design Loading (pso: 37.00 Building Type: Closed This package contains general notes pages, 77 truss drawing(s) and 2 detail(s). Item Drawing Number Truss 1 119.21.1636.06587 T1 3 119.21.1636.06541 T3 5 119.21.1658,34416 T5 7 119.21.1658.34197 T7 9 119.21.1658.35041 T9 11 119.21.1636.06743 T11 13 119.21.1636.06243 T13 15 119.21.1636.06697 T15 17 119.21.1636,06274 T17 19 119.21.1636.06698 T19 21 119.21.1636.06883 T21 23 119.21.1639.14550 T23 25 119.21.1639.18877 T25 27 119.21.1639.23520 T27 29 119.21.1639,26543 T29 31 119.21.1658.34323 T31 33 119.21.1658.34182 T33 35 119.21.1658.34651 T35 37 119.21.1658.34447 T37 39 119.21.1658.34854 T39 41 119.21.1658,34151 T41 43 119.21.1658.34448 T43 45 119.21.1658.34713 T45 47 119.21.1658.34572 T47 49 119.21.1658.34121 T49 51 119.21.1658.34762 T51 Item Drawing Number Truss 2 119.21.1636.06712 T2 4 119.21.1658.34136 T4 6 119.21.1658.34761 T6 8 119.21.1658.34916 T8 10 119.21.1636.06275 T10 12 119.21.1636.06212 T12 14 119.21.1636.06447 T14 16 119.21.1636.06775 T16 18 119.21.1636.06774 T18 20 119.21.1636.06494 T20 22 119.21.1636.06495 T22 24 119.21.1639.16703 T24 26 119.21.1639.21957 T26 28 119.21.1639.25027 T28 30 119.21.1639.28010 T30 32 119.21.1658.34371 T32 34 119.21.1658.34370 T34 36 119.21.1658.34557 T36 38 119.21.1658.34744 T38 40 119.21.1658.34137 T40 42 119.21.1658.34355 T42 44 119.21.1658.34822 T44 46 119.21.1658.34464 T46 48 119.21.1658.34963 T48 50 119.21.1658.34869 T50 52 119.21.1641.41677 J1 Florida Certificate of Product Approval #FL1999 Printed 4/29/2021 4:58:38 PM i1 S FL �o EN No. 648 • ;4 ERR©fP.,�y�c, Ito _ lVAt This document has been electronically signed and sea3ed using a DigU Signature. Pnnted cgkswithaut an anginal signature must he velfled using the anginal electronic versian. COA #0 278 04/29/2021 ALPINE AN ITW COMPANY Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone: (800)755-6001 www.alpineitw.com Site Information: Page 2: Customer: Central Florida Truss, Inc. Job Number: G8265 Job Descri tion: /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Address: 10210 CARLTON RD., Ft Pierce, FL Item Drawing Number Truss 53 119.21.1641.43740 J2 55 119.21.1641,50393 J3A 57 119.21.1641,54863 J5 59 119.21.1641.58940 J7 61 119.21.1642.01707 K1S 63 119.21.1642.07180 K3 65 119.21.1642.12683 K5 67 119.21.1642.56505 K7 69 119.21 . 1642.56693 C1C 71 119.21.1642.56771 C2C 73 119.21.1642.56458 C4 75 119.21.1642.56646 C5S 77 119.21.1642.56537 C6S 79 A18015ENC160118 Item Drawing Number Truss 54 119.21.1641.48017 J3 56 119.21.1641.53303 J4 58 119.21.1641.57540 J6 60 119.21.1642.00300 K1 62 119.21.1642.04630 K2 64 119.21.1642.08747 K4 66 119.21.1642.14500 K6 68 119.21,1642.56553 C 1 70 119.21.1642.56444 C2 72 119.21.1642.56599 C3 74 119.21.1642.56786 C5 76 119.21.1642.56552 C6 78 BRCLBSUB0119 Florida Certificate of Product Approval #FL1999 Printed 4/29/2021 4:58:38 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 AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www. icc-es.ora. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re -dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of 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. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non -hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO 63045; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com. Page 3 of 3 SEQN: 167380 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T68 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1636.06587 Truss Label: T1 JB / DF 04/29/2021 27"1 5'3"1 1 77'10 9'10"8 27"1 2,8" 2,4"8 22"14 12 = 4X7 111.5X4 = 3X4 = 3X3 5 C D E F T B N T a; A 81, J I H G 2X4(A1) 1111.5X4 = 3X8 - 3X4 111.5X4 7'9"6 1, 2'8"13 I 2'6"4 _I_ 2'8" 111"6 2'8"13 5'3"1 7'11"2 9110"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.009 J 999 360 Loc R+ / R- / Rh / Rw / U / RL B 417 /- /- /- /265 /- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.016 J 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 C - - H 679 /- /- /- /404 /- Des Ld: 37.00 EXP: C Itzt: NA HORZ (TL ): 0.004 C - - G - /-128 /- /63/- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.167 B Br Width = 7.6 g Min Re 1.5 g = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.168 H Brg Width = 3.5 G Brg Width = 1.5 Min Reg = 1.5 Min Reg = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.137 Bearings B & H are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 346 - 582 D - E 223 - 384 Top chord: 2x4 SP #2; C - D 223 - 384 Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) B - J 514 -297 J - 1 525 -293 TC: From 55 plf at -1.00 to 55 plf at 2.59 TC: From 28 plf at 2.59 to 28 plf at 9.87 BC: From 4 plf at -1.00 to 4 plf at 0.00 Maximum Web Forces Per Ply (Ibs) BC: From 20 pIf at 0.00 to 20 pIf at 2.62 Webs Tens.Comp. Webs Tens. Comp. BC: From 10 pIf at 2.62 to 10 pIf at 9.87 I - E 607 - 343 TC: 97 lb Conc. Load at 2.62 E - H 314 432 TC: 51 lb Conc. Load at 4.65, 6.65 TC: 63 lb Conc. Load at 8.65 1MMINlh BC: 63 lb Conc. Load at 2.62 r S FL BC: 42 lb Conc. Load at 4.65, 6.65 �ya7 �_ �//�++w•��A•'•a� f BC: 47 lb Conc. Load at 8.65Purlins • In lieu of structural panels use purlins to brace all flat �• TC @ 24" oc. No. 6w 48p • • Wind • * • Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure.'' Wind loading based on both gable and hip roof types. * • (� • A Additional Notes Q oI►sh`R1Q••� Provide (2) 0.131"x3.0", min. toe -nails at bottom chord.'r•'�"� �nAW. COA # 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor p"r"ry Cps m. conformance with or shipping,, and seal on cover pagpe listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Iucture -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167337 / HIPM Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T66 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06712 Truss Label: T2 �JB / DF 04/29/2021 4 4'7"1 4'7"1 7'9"6 9' 10"8 3'2"5 2-1 "2 4X7 1111.5X4 3X3 12 C D E 5 fh N CV B CV a 8'1" H G F 2X4(A1) III 1.5X4 = 3X8 III 1.5X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C ICzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 7'9"6 4'8"13 4'8"13 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 3'0"9 2-1 "2 7'9"6 910"8 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.007 H 999 360 VERT(CL): 0.011 H 999 240 HORZ(LL): -0.004 H - - HORZ(TL): 0.006 H Creep Factor: 2.0 Max TC CSI: 0.224 Max BC CSI: 0.183 Max Web CSI: 0.077 EW Ver: 20.02.00A.1020.21 S . F�E� f 10Ehl�,••''� • No. 648 r -q, STATE OF �p �`�lnArAt !'�� COA # 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 343 /- /- /251 /191 /135 G 459 /- /- /244 /270 /- F 37 /-34 /- A /13 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.5 F Brg Width = 1.5 Min Req = - Bearings B & G are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167379 / HIPM Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T55 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06541 Truss Label: T3 �JB / DF 04/29/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber T 6'7"1 6'7"1 7'9"6� 9'10"8 1'2"5 2'1"2 =4X7 1111.5X4 =3X3 C D E 12 5 N B a 8'1" H G B2 F 2X4(A1) =5X5 -3X8 1111.5X6 Wind Criteria Wind Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 9.87 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 9.87 BC: 1129 lb Conc. Load at 8.65 Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 7'9"6 6' 10"9 6' 10"9 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): 2'1"2 10"13 21'2 7'9"6 9'10"8 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.020 H 999 360 VERT(CL): 0.038 H 999 240 HORZ(LL): 0.011 H - - HORZ(TL): 0.020 H Creep Factor: 2.0 Max TC CSI: 0.622 Max BC CSI: 0.447 Max Web CSI: 0.061 EW Ver: 20.02.00A.1020.21 �NS F�E� =o.6 rA STATE OF COA # 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 369 /- /- /- /241 /- G 1000 /- /- /- /430 /- F 564 /- /- /- /261 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.5 F Brg Width = - Min Req = - Bearings B & G are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�ris any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167382 / HIPS Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T52 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1658.34136 Truss Label: T4 JB / DF 04/29/2021 it 14385 2311 "5 29'8" 9'3"5 14"1111 11 r 8 1'4" (TYP -58 H G I =3X5 F J =4X4 12 E K T3 5 177- D L C 5�5X10 T2 + + G Al -5X10 _ B '+ Y Z AA AB AC N AD AE AF AHZD A O PAJ 5X10(B2)(I) 61 U =H 510 4310 =Hp510 O =4X10/IC3 -4X"g =2R4(C3) 29'8" 5'55"1122 I 4'5162 4494 4'5"6 59'11N. 14 23'10"4 M.2 I 1' 14'9"12 i8'10"12 5111"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.306 M 999 360 Loc R+ / R- / Rh / Rw / U / RL AJ 2850 /- /- /- /1604 /- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.538 M 651 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.105 Q - - O 2873 /- /- /- /1638 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.185 Q - - Wind reactions based on MWFRS Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 AJ Brg Width = 3.6 Min Req = 2.4 Soffit: 2.00 TCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.612 O Br Width = 7.6 Min Re 2.4 g q = Load Duration: 1.25 BCDL: 4.0 psf p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.807 Bearings AJ & O are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.893 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 A - B 3478 -6150 H - 1 2063 -3766 Wind Duration: 1.60 WAVE, HS B - C 2299 - 4030 I - J 2104 - 3828 Lumber Top chord: 2x4 SP 2250f-1.9E; T2,T3 2x4 SP #2; Bot chord: 2x4 SP 2250f-1.9E; B1 2x4 SP 2700f-2.2E; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.000' Rt Wedge: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 5.36 TC: From 73 plf at 5.36 to 73 plf at 23.97 TC: From 55 plf at 23.97 to 55 plf at 30.67 BC: From 20 plf at 0.00 to 20 plf at 5.36 BC: From 10 plf at 5.36 to 10 plf at 23.97 BC: From 20 plf at 23.97 to 20 plf at 29.67 BC: From 4 plf at 29.67 to 4 plf at 30.67 TC: 363 lb Conc. Load at 5.36 TC: 396 lb Conc. Load at 23.97 PLT: 135 Ib Conc. Load at (7.40,10.74), (9.40,10.74) (11.40,10.74), (13.40,10.74), (14.67,10.74), (15.94,10.74) (17.94,10.74), (19.94,10.74), (21.94,10.74) BC: 201 lb Conc. Load at 5.36 BC: 101 lb Conc. Load at 7.40, 9.40,11.40,13.40 14.67,15.94,17.94,19.94,21.94 BC: 212 lb Conc. Load at 23.97 Plating Notes All plates are 1.5X4 except as noted. (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. + MEMBER TO BE LATERALLY BRACED FOR HnRIZONTAL WIND LOADS Purlins C - D 2088 -3804 J - K 2140 -3867 In lieu of structural panels use purlins to brace all flat D - E 2094 -3810 K - L 2092 -3808 TC @ 24" oc. E - F 2139 - 3867 L - M 2088 - 3803 F - G 2104 - 3827 M - N 2304 - 4035 Wind G - H 2O63 - 3765 N - O 3672 - 6503 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes WIND LOAD CASE MODIFIED! LATERALLY BRACE TOP CHORD BELOW FILLER AT 24" O.C, OR RIGID SHEATING, INCLUDING A LATERAL BRACE AT CHOJR"NDS. ►S ft EN • . No. 648 • a A7E ©F i• IVAL'�`�p'' COA #0" 04/29/2021 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - U 5582 - 3139 S - R 5926 - 3288 U - T 5586 - 3126 R - Q 5953 - 3327 T - S 5721 - 3174 Q - O 5937 - 3333 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - W 1233 - 2218 AC- S 2158 -1023 W - X 1232 - 2216 AC -AD 357 - 675 X - Y 1236 - 2220 AD-AE 357 - 676 T - Y 423 -104 AE-AF 357 - 676 Y - Z 351 - 670 AF-AG 351 - 670 Y - S 1011 -1736 AG- R 483 -133 Z -AA 357 - 676 AG-AH 1356 - 2437 AA -AB 357 - 676 R - N 303 - 421 AB -AC 357 -675 AH-AI 1352 -2433 S -AG 1141 -1970 Al- N 1352 - 2434 H -AC 2488 -1275 See DWGS Al8015ENC101014 & GBLLETIN0118 for more requirements. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e Iis drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE WEMA 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167363 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T64 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34416 Truss Label: T5 JB / DF 04/29/2021 T7"10 7'7"10 14'8" TO"6 =4X5 C 29'8" 21'8"6 TO"6 T514 T2"2 T2"2 T5"14 14'8" 21'10"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.117 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.218 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.047 G - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.087 G Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.700 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.690 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.786 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.000' Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types S • FL1�'1e No. 64$ if • r ATE ®F� c .•�L O R1�.• 04/29/2021 29'8" T11"10 T9"14 1' 29'8" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL K 1119 /- /- /611 /650 /257 E 1170 /- /- /678 /685 /- Wind reactions based on MWFRS K Brg Width = 3.6 Min Req = 1.5 E Brg Width = 7.6 Min Req = 1.5 Bearings K & E 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. A - B 1242 - 2149 C - D 961 -1505 B - C 962 -1505 D - E 1286 - 2215 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -1 1909 -1015 H - G 1975 -1058 I-H 1905 -1017 G-E 1980 -1057 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 500 - 650 H - D 546 - 728 C - H 726 - 386 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167366 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T49 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34761 Truss Label: T6 JB / DF 04/29/2021 L =3X4(C3) 7710 14'2"8 _i_ S-8 21'8"6 7'7"10 6'6"14 11. 6'6"14 =4X5 =4X5 C D 29'8" 7'514 T2"2 7,2"2 f' 7'5"14 14'8" 21'10"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.115 1 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.214 1 999 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.047 H - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.087 H Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.697 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.690 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.752 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Slider: 2x4 SP #2; block length = 2.000' Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types.M j kS FL t • V ••• • • I1 • • No. 64$ • 1 • a if • i ATE ®F• c Olofts R%1p.• i`.•hL 04/29/2021 29'8" T11"10 7'9"14 1' 29'8" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL L 1119 /- /- /614 /650 /249 F 1170 /- /- /681 /686 /- Wind reactions based on MWFRS L Brg Width = 3.6 Min Req = 1.5 F Brg Width = 7.6 Min Req = 1.5 Bearings L & F 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. A - B 1242 - 2148 D - E 961 -1505 B - C 961 -1505 E - F 1286 - 2215 C - D 966 -1343 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - J 1908 -1015 1 - H 1974 -1058 J - 1 1904 -1017 H - F 1979 -1056 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - I 499 - 650 I - E 544 - 727 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167393 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T59 / FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DwNo: 119.21.1658.34197 Truss Label: T7 JB / DF 04/29/2021 6 6'0"12 9'.1"12 12'S"6 1�" 1T1"8 20'10" 24'11"2 29'8" ii_ 6'0"12 3'1" 3'3"10 1010 2'8" 3'8"8 41"2 4'8"14 =SS0508(**) =3X5 =3p5 E FG4 \ 113X6 I\J 3X4 12 1112X6 T2 H K 1,3X4 5 � C �4X6 t T 7X6 B L 3X4 io cN N 8'1" A 1 p s1i2 P =4X5(61) B1 IIIL5X4 V3X4 62 =5X8 S =3X4 III1.55X4 =4X5(A2) =4X4 =5X10 29'8" 5'11"12 2'S"12 5'6"14 3'10"10 2'8" 3116 4'7"2 1' 5'11"12 8'S"8 146"14 18'S"8 21'1"8 25'0"14 29'8" i 9 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.289 U 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.474 U 743 240 A 1425 /- /- /613 /635 /234 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.092 C - - O 1430 /- /- /684 /679 /- EXP: C Kzt: NA Des Ld: 37.00 HORZ (TL ): 0.155 C Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 A Brg Width = 3.6 Min Req = 1.5 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.641 O Br Width = 7.6 g Min Re 1.7 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.754 Bearings A & O are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.246 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 20.02.00A.1020.21 A - B 1268 -2925 G - H 482 -539 Lumber LATERALLY BRACE TOP CHORD BELOW FILLER B - C 1125 - 2635 C - D 1059 -2274 G -1 827 - 2056 H - J 562 -324 Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.OE; AT 24" O.C, OR RIGID SHEATING, INCLUDING D - E 544 -210 I - L 830 -2193 Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; A LATERAL BRACE AT CHORD ENDS. E - F 658 -208 L - N 1222 -2687 B2 2x6 SP 2400f-2.0E; F - G 1003 - 2049 N - O 1344 - 2962 Webs: 2x4 SP #2; Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) (**) 1 plate(s) require special positioning. Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning A - W 2637 -1055 T - S 2253 - 790 requirements. W - V 2642 -1056 S - R 2429 - 928 Loading V - U 2642 -1056 R - Q 2684 -1151 U - T 2277 - 759 Q - O 2686 -1148 Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF i111YNMt�,Mlr Maximum Web Forces Per Ply (Ibs) Truss designed for sleeping room only. No waterbeds ks FL C Webs Tens.Comp. Webs Tens. Comp. permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to •••�•��r•m�%+�+ B - U 388 -524 H - L 479 -514 indicate 30.00 psf MAX LL. •* I+ E ••• w o U - C 757 -195 J - T 1044 169 •+• ` D - F 1312 - 2901 T - K 597 - 276 Purlins +• H - 1 845 -224 S - K 233 -875 In lieu of structural panels use purlins to brace all flat No. 648 s • TC @ 24" oc. Collar -tie braced with continuous lateral bracing at 24" 1 7� • • oc. or rigid ceiling. • w .$, ATE of : Wind # Wind loads based on MWFRS with additional C&C member design. AA ff + Q 4" OR Q__•0* Wind loading based on both gable and hip roof types.L / ` 6• 6' COA # A 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or 1310, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. I#efer to ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing AN,TW COMPANY conformance with or listing this drawin indicates acceptance of professional shipping,. and of seal on or cover pa ga engineering responsibility solely -for the design shown. The suitability and use of this -Designer 6750 Forum Drive Suite 305 drawing for any sfIuctur is the responsibility of the Building per ANSIRI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167368 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T51 / FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34916 Truss Label: T8 �JB / DF 04/29/2021 �14'6�"14 17' "4 2�0'11"12 1'2"14 1'0'. 2 1'10"4 _ 600"1122 93''1 1"12 I 31Z'3!1"6 111'1 24'111"2 29'8" 0 0110 1697 3'16 4'8"14 12 1113X6 T2 5 c 76X6 K 131 w v J III1.5X4 =3X4 H0510(**) =880508 3X6 =3X6 E _3 8F_ 1112X4 111X _ G4X4 H III.5X4 X5 K 3XN4 c�o B8'1=" 2 T R Q =4X6 =3X4 1111.5X4 =5X10 29'8" 5'11"12 2'S" 5'6"14 3'10"10 2'8" 3'11"6 5'11"12 8'4"12 146"14 18'S"8 21'1"8 25'0"14 9 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; T2,T3 2x6 SP 2400f-2.OE; Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar -tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 4'71' 29'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.336 T 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.566 T 622 240 A 1425 /- /- /609 /636 /234 Snow Duration: NA HORZ(LL): 0.085 C - - O 1430 /- /- /681 /677 /- HORZ(TL): 0.147 C Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 A Brg Width = 3.6 Min Req = 1.5 FBC 7th Ed. 2020 Res. Max TC CSI: 0.628 O Brg Width = 7.6 Min Req = 1.7 TPI Std: 2014 Max BC CSI: 0.757 Bearings A & O are a rigid surface. Rep Fac: Yes Max Web CSI: 0.262 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, HS, 18SS VIEW Ver: 20.02.00A.1020.21 A - B 1266 -2911 F - G 1036 -2181 B - C 1152 - 2704 G - K 1310 - 2698 LATERALLY BRACE TOP CHORD BELOW FILLER C - D 1074 -2307 K - M 1280 -2677 AT 24" O.C, OR RIGID SHEATING, INCLUDING D - E 1167 -386 M - N 1212 -2683 A LATERAL BRACE AT CHORD ENDS. E - F 1274 -424 N - O 1344 -2964 ►S ft EN • . No. 648 y • a A7E OF i• VIVO, v • �0Rlq.•' IVAL COA #0 04/29/2021 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - W 2625 -1054 T - S 2239 - 762 W - V 2633 -1056 S - R 2437 - 929 V - U 2633 -1055 R - Q 2686 -1151 U - T 2343 - 785 Q - O 2688 -1149 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - U 351 - 448 T - 1 806 - 342 U - C 845 - 225 S - 1 377 - 483 D - F 1582 - 3666 J - K 1161 - 495 H - T 462 -24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the NN,TW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawing or cover pa ga 6750 Forum Drive listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any sfIuctur is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167408 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T60 FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DnvNo: 119.21.1658.35041 Truss Label: T9 JB / DF 04/29/2021 14'6"14 1'2"14 6'0"12 9'1"12 12'!"6 13. " 18'S"8 21'1"8 24'112 29'8" _ 6'0"12 3'1" 3'3"10 10'10 3'10"10 2'8" 3'9"10 4'8"14 =880508 =H0310 =H0310 E D F 1113X104X5 12 T2 III 54 C6 G T3 5X5 H 5X6 TB 6 � a >—�U4Z.Sc A M 1 s�12Eq R N yy 18'1" =4X5(B1) B1 1111.5X4 U5 82 =5X6 D =3X4 1111.5DX4 =4X5(A2) =H0510(") =5X10 29'8" 5'11"12 8 5'614 3'10"10 2'8" 311"6 4'7"2 1' 5'1112 8'4"4 14'6"14 18'5"8 21'1"8 25'0"14 29'8" J12 9' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.464 R 760 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.765 R 460 240 A 1425 /- /- /605 /638 /234 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.090 C - - M 1430 /- /- /678 /676 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.155 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 A Brg Width = 3.6 Min Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.698 M Br Width = 7.6 Min Re 1.7 9 q = Load Duration: 1.25 BCDL: 4.0 psf p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.753 Bearings A & M are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.530 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, VIEW Ver: 20.02.00A.1020.21 A - B 1265 -2904 G - H 1346 -3195 Lumber , LATERALLY BRACE TOP CHORD BELOW FILLER B - C 1170 - 2735 H - 1 1215 - 2746 C - D 1082 -2316 I - J 209 -618 Top chord: 2x4 SP #2; T2,T3 2x6 SP 2400f-2.OE; AT 24" O.C, OR RIGID SHEATING, INCLUDING D - E 1444 -516 1 - K 1160 -2439 Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E; A LATERAL BRACE AT CHORD ENDS. E - F 1522 -541 K - L 1213 -2687 B2 2x6 SP 2400f-2.0E; F - G 1057 - 2239 L - M 1338 - 2960 Webs: 2x4 SP #2; Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) (**) 1 plate(s) require special positioning. Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning A - U 2618 -1053 R - Q 2872 -1056 requirements. U - T 2629 -1056 Q - P 2456 - 930 Loading T - S 2629 -1056 P - O 2682 -1145 Attic room loading from 9-3-8 to 17-4-8: Live Load: 30 S - R 2369 - 800 O - M 2684 -1143 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF OWWWWW Maximum Web Forces Per Ply (Ibs) Truss designed for sleeping room only. No waterbeds S iT' E Webs Tens.Comp. Webs Tens. Comp. permitted. Provide information to contractor, architect, �LC B - S 350 -470 R - H 1009 -1954 and bldg owner. Trusses to be visibly stamped to •••'••••an �A. S - C 902 -252 Q - H 263 -833 indicate 30.00 psf MAX ILL. • a♦ ;�EN c� •••% ``♦��ty • �7 t� ♦ D - F 1731 - 3976 Q - J 592 -176 Purlins • ` * G - R 2349 -753 J - K 1021 -385 In lieu of structural panels use purlins to brace all flat s TC @ 24" oc. No. s4a Collar -tie braced with continuous lateral bracing at 24" • _ oc. or rigid ceiling. • Wind •Q ATE OF t [s Wind loads based on MWFRS with additional C&C member design. X Q•.��R1� y• • Wind loading based on both gable and hip roof types. •'"'•+•v�y+ COA # �aNA' 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawing or cover pa ga 6750 Forum Drive listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any sfIuctur is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167405 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T54 FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DwNo: 119.21.1636.06275 Truss Label: T10 �JB / DF 04/29/2021 14'7"4 �4 6'1"2 92"2 12'S"12 13'Q"6 1 1T6"10 i 20'5"14 23'1"14 6'1"2 3'1" 3'3�"10 U 10 2'11"6 2 1"4 2,8" -SS0508 =H0310 -H0310 E D f 12 1113X6 1113X8 5 F--- C B3 G _ =4X8 T 07X6 _7H6 T4 I B so v v 81 A 5N IM 4x5(B1) III 1.5X4 Q3X5 B2 =4XSN =3X5 1111.5X4 =H0510 =H0510 29'8"6 602 2'4"4 5614 3'9"2 2'S" 2'2"12 6'0"2 1 4"6 1T 4 18'4"6 20'9"6 2'2 2 I�8" 9 1.6 29'8"6 6'6-8 T5 J K =3X6(A1) 6'8"4 1' 29'8"6 a TT1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.469 O 751 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.785 O 449 240 A 1426 /- /- /602 /644 /235 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.093 C - - J 1431 /- /- /675 /687 /- EXP: C Kzt: NA Des Ld: 37.00 HORZ (TL ): 0.164 C Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 A Brg Width = 3.5 Min Req = 1.5 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.666 P J Br Width = 7.6 g Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.544 Bearings A & J are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.360 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS, 18SS VIEW Ver: 20.02.00A.1020.21 A - B 1288 -2929 F - G 1080 -2254 Lumber B - C 1197 -2751 G - H 1234 -2858 C - D 1110 - 2323 H - I 1535 - 3301 Top chord: 2x6 SP 2400f-2.OE; D - E 1517 -557 I - J 1313 -2900 T1 2x4 SP 2700f-2.2E; T4,T5 2x4 SP #2; E - F 1586 -587 Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; B3 2x4 SP #2; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading A - R 2640 -1074 O - N 3395 -1379 Attic room loading from 9-3-14 to 17-4-14: Live Load: R - Q 2651 -1077 N - M 3394 -1379 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: Q - P 2651 -1077 M - L 2620 -1090 0 PSF P - O 2381 - 829 L - J 2614 -1092 Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to Maximum Web Forces Per Ply (Ibs) indicate 30.00 psf MAX LL. Webs Tens.Comp. Webs Tens. Comp. Purlins kS F C B - P 363 -498 O - H 750 -1389 � 8n In lieu of structural panels use purlins to brace all flat ""a" TC @ 24" oc. f + •• �/ ��ENyc••o. P - C 925 -246 D - F 1807 - 4062 G - O 1389 -417 H - M 283 -872 M -1 1043 - 398 •�*' Collar -tie braced with continuous lateral bracing at 24" ► + oc. or rigid ceiling. • Wind No. 648 � } � Wind loads based on MWFRS with additional C&C member design. • Wind loading based on both gable and hip roof types. .p� ATE OF y' • fir � � ♦• . , 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or 1310, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing AN,TW COMPANY conformance with or shipping,. and of seal on or cover pa ga listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this -Designer 6750 Forum Drive Suite 305 drawing for any sfIuctur is the responsibility of the Building per ANSIRI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167400 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T63 FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DwNo: 119.21.1636.06743 Truss Label: T11 JB / DF 04/29/2021 11'6,2 1 i_ 7'G"10 1'1' 11' 6'1"2 9'2"2 10'5"12 15'1"14 16'7"p 20'S"14 1 22'5"11l_ 25'1.141_ - - 29'8"6 6'1"2 3'1" — 0 37' 1'5" 2'11"4 2' 2'8" =_5X5 =5X8 1112X6 =3X4 III 1.5X4 T2 3pX6 E F=3G4 1113 12 C HS z 3X4 5 T V 76X6 63 T4 N =7X6 =-5X8 M N J K ro n T N M 8'1" Z, A L N t 1 0 T 8.111 4X5(Bl) 1111. X4 T 4X4 N B2 =3X6 =3X4 =4XX5 1111. X4 =Ot2) =H0510 =H0510 6'0"2 2,4"4 6'0"2 8'4"6 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; T2 2x6 SP #2; T4 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; B3 2x4 SP #2; Webs: 2x4 SP #2; Loading Attic room loading from 9-3-14 to 17-4-14: Live Load: 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Collar -tie braced with continuous lateral bracing at 24" oc. or rigid ceiling. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 29'8"6 T6"14 1'9"2 2' 2'2"12 1'_i 16'7"4 18'4" 22V.C, 25'0"2 29'8"6 2'S" 9'0"6 902 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.328 R 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.589 R 599 240 A 1426 /- /- /605 /647 /206 Snow Duration: NA HORZ(LL): 0.054 N - - L 1431 /- /- /679 /689 /- HORZ(TL): 0.090 N Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 A Brg Width = 3.5 Min Req = 1.5 FBC 7th Ed. 2020 Res. Max TC CSI: 0.708 L Brg Width = 7.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.589 Bearings A & L are a rigid surface. Rep Fac: Yes Max Web CSI: 0.347 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, HS VIEW Ver: 20.02.00A.1020.21 A - B 1289 -2913 H - 1 1314 -3036 B - C 1263 - 2895 I - J 1743 - 3799 C - D 1197 - 2533 J - K 1790 - 3882 F - G 517 - 777 K - L 1366 - 2961 G - H 1166 - 2463 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - U 2627 -1074 Q - P 3523 -1457 U - T 2639 -1078 P - O 4026 -1724 T - S 2639 -1078 O - N 2688 -1165 S - R 2608 - 928 N - L 2685 -1167 R - Q 3523 -1457 Maximum Web Forces Per Ply (Ibs) S'a iiF" Webs Tens.Comp. Webs Tens. Comp. +a ene�� ENS 4,% �I► S - C D - V 752 -175 1022 - 2592 H - R R - 1 1280 700 - 381 -1282 ♦� % E - V 543 - 201 1 - P 463 - 289 V - W 735 -1934 P - J 364 - 703 �a'� V - F 302 - 690 J - O 450 - 947 + * W - G 772 -2031 O - K 1538 -633 1 STATE OF • COA # 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawing or cover pa ga 6750 Forum Drive listing this drawing indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any suctur is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167397 / FROM: SPEC Ply: 1 City: 1 Job Number: G8265 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Truss Labeglg: Cust: R 761 JRef:1X4Z7610010 T67 DnvNo: 119.21.1636.06212 JB / DF 04/29/2021 �gT12 s 6 P 1'10" 274 2'7"4 it 6'1"14 T8"1p 34"6 71"14 24'5"14 7-1 14 9 8"6 6'1"14 I- 9 Y8" 21i3 =4X7 111.5X6 =4X7 =3X8 1112X6 D E F 12 %7C8 �5XC"8 5 � �3X4 T T B U 33 W X Y 3X5 H ' v c =H0510 =5X10 m I T4 J A N (V K TT 1 - 1 =4X5 B1 T S �IR =5X 0=59C6 B2 Q P =3X5 =4X4 O =H0610 N =3X10 M =3X8(A1) 29'8"6 6'0"2 14' 3'2" 2'1 r 6'0"2 T8"i 21'8"14 24'10"14 27'0"2 29'86 i T8"14 i14' iT11"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; T4 2x4 SP 2250f-1.9E; Bet chord: 2x4 SP 2250f-1.9E; B2 2x6 SP 2400f-2.0E; B3 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 20.38 TC: From 28 plf at 20.38 to 28 plf at 27.16 TC: From 55 plf at 27.16 to 55 plf at 30.70 BC: From 20 plf at 0.00 to 20 plf at 9.32 BC: From 90 plf at 9.32 to 90 plf at 17.41 BC: From 20 plf at 17.41 to 20 plf at 20.38 BC: From 10 pit at 20.38 to 10 plf at 27.13 BC: From 20 plf at 27.13 to 20 plf at 29.70 BC: From 4 plf at 29.70 to 4 plf at 30.70 TC: 104 lb Conc. Load at 27.13 BC: 564 lb Conc. Load at 20.38 BC: 37 lb Conc. Load at 22.38 BC: -51 lb Conc. Load at 24.38 BC: 81 lb Conc. Load at 27.13 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. H Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.391 Q 903 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(CL): 0.655 Q 539 240 A 1567 /- /- /- /1087 /- Snow Duration: NA HORZ(LL): 0.067 M - - K 1771 /- /- /- /1124 /- HORZ(TL): 0.112 M Wind reactions based on MWFRS Building Code: Creep Factor: 2.0 A Brg Width = 3.5 Min Req = 1.5 FBC 7th Ed. 2020 Res. Max TC CSI: 0.841 K Brg Width = 7.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.743 Bearings A & K are a rigid surface. Rep Fac: Varies by Ld Case Max Web CSI: 0.657 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, HS VIEW Ver: 20.02.00A.1020.21 A - B 2298 -3221 F - G 1796 -2644 Additional Notes B - C 2291 -3171 G - H 2899 -4313 C - D 889 -1330 H - I 3416 - 5243 WIND LOAD CASE MODIFIED! D - E 1486 -1856 I - J 3826 -6025 E - F 1486 -1856 J - K 2333 - 3710 Collar -tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. S FL �JM •• • RM .,� STATE OF O R kIN; 4, ©R1p4`o'`+ Wind loading based on both gable and hip roof types. COA # 04/29/2021 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - T 2899 - 2054 P - O 4878 - 3169 T - S 2909 - 2065 O - N 6403 -4087 S - R 2927 - 2101 N - M 3382 - 2109 R - Q 3519 - 2500 M - K 3375 - 2115 Q - P 3922 - 2641 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - S 394 - 506 Y - Q 1105 - 615 C - R 1580 -1072 Y - G 879 -1265 C - U 1683 - 2629 Q - G 550 - 840 U - V 1687 - 2638 G - P 1144 - 617 D - W 1010 - 700 P - H 671 -1203 V - W 1689 - 2650 O - H 982 - 510 W - X 755 -1195 0-1 998 -1665 W - F 265 -766 1- N 1011 -1467 X - F 978 - 557 N - J 2912 -1892 X - Y 850 -1250 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the AN,TW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawing or cover pa ga 6750 Forum Drive listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305 drawing for any sfIuctur is the responsibility of the Building -Designer per ANSINI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167330 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T53 FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06243 Truss Label: T13 �JB / DF 04/29/2021 6'1"2 + 9,5"12 6'1"2 3'4"10 12 T2 5 7-- _ 11'1"51 17'6"10 9 6'5"5 =4X4 3X8 C 1.5X4 E T3 co N M L 62 III 1.5X4 _4X43X4 20'3"13 6'0"2 2,5"3 1 8'8" 6'0"2 6'5"5 r 17'8"6 20'3"13 11111111 -10X10 1113 F10 G �4XH TT 0 0 K J I -7X6 III 1.5X6 =5X12 11� 83 IH 9'0'6 20'3"13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.211 C 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.346 C 698 240 A 964 /- /- /463 /425 /170 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.073 E - - 1 1129 /- /- /366 /444 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.122E - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Building Code: Creep Factor: 2.0 A Brg Width = 3.5 Min Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.413 I Br Width = - Min Re g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.893 Bearing A is a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.715 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 A - B 773 -1862 E - F 582 -1383 B - C 640 -1597 F - G 593 -1406 Lumber C - E 384 - 895 G - H 277 - 689 Top chord: 2x4 SP #2; T2 2x6 SP #2; D - E 201 -602 T3 2x8 SP 2400f-2.OE; Bot chord: 2x4 SP #2; B2 2x6 SP #2; Webs: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Hangers / Ties A - N 1660 - 796 L - K 1383 - 536 (J) Hanger Support Required, by others N - M 1662 - 796 K - J 699 - 250 Loading M - L 1663 -796 Attic room loading from 9-3-14 to 17-4-14: Live Load: Maximum Web Forces Per Ply (Ibs) 30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0 PSF Webs Tens.Comp. Webs Tens. Comp. Truss designed for sleeping room only. No waterbeds L - C 627 -131 G - J 423 -1722 permitted. Provide information to contractor, architect, 611W!!uu4 '+�t F - K 1079 -1755 J - H 1167 -442 and Bldg owner. Trusses to be visibly stamped to Q c K - G 3168 -1154 H - 1 470 -1195 indicate 30.00 psf MAX LL. Y�s���•a E•MJ�A- Purlins •a+ ;�EN�+n•••% /f In lieu of structural panels use purlins to brace all flat •a ` 0 TC @ 24" oc. Collar -tie braced with continuous lateral bracing at 24" No. 648 *a oc. or rigid ceiling. + • Wind Wind loads based on MWFRS with additional C&C•iry �r� �F t+•� member design. 1 Right end vertical not exposed to wind pressure. QN.©R1�4►�a}► Wind loading based on both gable and hip roof types. i 1tii*060.0004 LATERALLY BRACE TOP CHORD BELOW FILLER aAWL AT 24" O.C, OR RIGID SHEATING, INCLUDING COA # A LATERAL BRACE AT CHORD ENDS. 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. Unless otherwise, top have bottom have per noted chord shall properly attached structural sheathing and chord shall a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing NN,TW COMPANY conformance with or shipping,. and of seal on or cover page listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this -Designer 6750 Forum Drive Suite 305 drawing for any sfIuctur is the responsibility of the Building per ANSIRI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167331 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T47 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1636.06447 Truss Label: T14 JB / DF 04/29/2021 277 19' "6 2T'15 8, 6'1" 9'8"6 13'1"5 17'9'11 19' 3'S"9 3'7"5 3'4"15 4'8"6 1'2" =4X4 12 D 5 3X4 C 4AX8(++) -5aX5 z io -T P 1 11110 5X4 =3X10 =3X8 2'0"3 2'5"11 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 SP #2; Plating Notes (++) - This plate works for both joints covered. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. i(SRS) 1111.5X4 =3X4 E F GH 5X10(SRS) II 111.5X6 2.5 0 12 19'3"8 { 7'2"11 3'6"11 4'8"6 1'0"� 9'8"6 13'3"1 17'11"7 19' 3u8 Y 9'3"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.052 M 999 360 Loc R+ / R- / Rh / Rw / U / RL P 723 /- /- /380 /424 /121 Lu: NA Cs: NA VERT(CL): 0.097 M 999 240 Snow Duration: NA HORZ(LL): -0.013 J - - J 743 /- /- /343 /444 /- HORZ(TL): 0.023 J Creep Factor: 2.0 Wind reactions based on MWFRS P Brg Width = 3.5 Min Req = 1.5 Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.245 J Brg Width = 3.5 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.513 Bearings P & J are a rigid surface. Rep Fac: Yes Max Web CSI: 0.414 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): VIEW Ver: 20.02.00A.1020.21 A - B 679 -1401 D - E 599 -1002 B - C 853 -1663 E - F 241 - 399 WAVE C - D 597 -1007 F - G 228 - 385 S FL Na. WeS48 M W1 VATE OF r` � COA #0 A14 04/29/2021 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N - M 1182 - 752 L - K 1193 - 705 M - L 1189 - 707 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - N 1425 - 762 D - M 554 - 278 P - A 449 - 820 E - K 526 - 899 N - B 485 - 791 K - G 832 - 492 N - C 430 -106 G - J 438 - 744 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e 1is drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. AL WE NMA 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167332 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T44 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06697 Truss Label: T15 JB / DF 04/29/2021 _1 _ 9'8"6 _ i _ 15'1"5 _ i _ 19, 4'1"15 5'0"15 5'4"15 3110"11 12 -4X4 5 C =4X8 .5X5 =5X5 II1.5X4 =4X5 A B D E FG 1. T T O i7 m 911' fV �V r1a 1 N M L =4X4 =3X8 K Jg,1. 1111.5X45X5 11115X4 I H 1111.5X6 2.5 0 12 19'3"8 4 1 A 310"7 5'4"7 6'3"1 3'0"9 r 4'3"15 9'8"6 15'117 19, 5" 3u'8 5" 9 9'3"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Lt Bearing Leg: 2x6 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.090 D 999 360 VERT(CL): 0.167 D 999 240 HORZ(LL): 0.029 1 - - HORZ(TL): 0.053 1 Creep Factor: 2.0 Max TC CSI: 0.391 Max BC CSI: 0.626 Max Web CSI: 0.396 EW Ver: 20.02.00A.1020.21 �p►S FLEA s � � • No. 648 r � 'P • �•�tf�ir COA # -AIA%. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL O 723 /- /- /345 /431 /86 1 744 /- /- /364 /437 /- Wind reactions based on MWFRS O Brg Width = 3.5 Min Req = 1.5 1 Brg Width = 3.5 Min Req = 1.5 Bearings O & I 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. A - B 924 -1600 D - E 970 -1672 B - C 684 -1161 E - F 947 -1635 C-D 679-1161 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M - L 1694 - 988 K - J 1674 - 971 L - K 1697 - 994 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - M 1513 - 859 C - L 520 - 212 O - A 561 - 889 L - D 448 - 687 M - B 370 - 477 J - F 1756 -1017 B - L 446 - 691 F - I 455 - 728 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or 1310, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 11s drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167333 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T45 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1636.06775 Truss Label: T16 JB / DF 04/29/2021 12'8I"10 41'1"10 1'9"11 1'1011 4'96 8'11" 10'1Q"15 1 _ 17'0"4 19'10"i _ 22'7"1� 28'9"1 _ i 31'10"i _ 359"9 39'2"15� ,41'10" 4'9"6 4'1"10 1'11 15 4'3"10 2'91 2'9"1 6'1"5 3'0"15 3'11"9 3'5"6 8 6 SXS6X10(SRS) -5H8 =5x5 12 D III 5X2 =X5 5 T :6 =5W T 5 �1.5X4 E F G I J �3L4 N i o C To M = 5M5 =4XN SO o I B X W v U T S Q 0 a �iA =5X6 =3X5 1111.5X4 =5X5 =3X8 =5X5 l l R �8y. z =4X5 Q P =3X5AlAA ( ) = 8 1111. X4 =6X8 a 2.5 1111.5X6 12 12'8"10 28'8"8 4 14 8'11" 2'1"1�1 510"9 2'0"1i3 5'8"1 34"7 43"1 50"9 8'11" 11'0"11 1T10"15 19'1 "12 28'S"9 31.10'. Ti"1 41'1"10 411'5"2 1'9" 1 2'9"1 12'1 "6 22'9' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.209 J 999 360 Loc R+ / R- / Rh / Rw / U / RL B 274 /-294 /- /161 /133 /261 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.401 J 855 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 Q - - Y 2361 /- /- /1162 /1382 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.120 Q Q 858 /- /- /473 /494 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.708 B Br Width = 7.6 g Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.614 Y Brg Width = 3.5 Q Brg Width = 3.5 Min Reg = 2.8 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.772 Bearings B, Y, & Q are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 1028 -326 I-J 1392 -2401 Top chord: 2x4 SP #2; C - D 1168 - 563 J - K 964 -1618 Bot chord: 2x4 SP #2; D - E 1165 - 542 K - L 950 -1624 Webs: 2x4 SP #2; E - F 2374 -1332 L - M 1517 -2683 Purlins F - G 2386 -1342 M - N 995 -1771 G - H 688 - 352 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C B -AA 321 -919 V - U 1353 -655 member design. AA- Z 1092 -1871 U - T 2442 -1322 Right end vertical not exposed to wind pressure. Z - Y 1091 -1874 T - S 2368 -1325 Right cantilever is exposed to wind Y - X 716 -1112 S - R 2215 -1263 Wind loading based on both gable and hip roof types. a�+7 FL W - V 1344 -657 Additional Notes �•�r■....,an/�� Maximum Web Forces Per Ply (Ibs) Negative reaction(s) of -294# MAX. from a non -wind ••+ ,,�EN� '• �" V/� •i Webs Tens.Comp. Webs Tens. Comp. load case requires uplift connection. See Maximum •e C -AA 375 -399 I - U 1124 660 Reactions. • D -AA 576 - 907 J - T 688 -1149 Shim all supports to solid bearing. No. 648 : AA- E 1536 -828 K - T 1025 -560 • • E -Y 629 -1046 T - L 629 - 966 Y - G 923 -1622 L - S 529 - 225 • • G-X 1081 -529 M-R 747 -1214 0 ATE OF t X - H 774 -1312 R - N 1904 -1069 e i v H - W 823 - 469 N - Q 477 - 810 � ' Z• k©R1�,�'��� W -1 844 -1422 AL COA 4 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the in ANSI/TPI 1, for handling, installation A pry rnry Cps m. truss conformance with or shipping,, and bracingof trusses. seal on this drawingor cover pagpe listing this drawin indicates acceptance of professional encLlneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Iucture -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167334 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T41 FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06274 Truss Label: T17 JB / DF 04/29/2021 33'9"9 1'11�.9 4'97 8'11"1 ii 12'10"1 20'2"7 25'S"12 30'9"1 31'10" 1 41'10" 4'9"7 } 4'1"10 + 3'11"13 7'3"9 } 5'3"5 + 5'3"5 } 1'd"15 r 8'0"7 t 5X5 =5X8 12 D =3X8 =5X6 =3X4 -5X5 I E F G H �3J4 T T � 5 1.5X4 1 Y' C FD -v o (a :ZZ A 1 �1� B K P O N43X8 a� -5X6 =4X4 =3X B4 �8'1" R Q 3X5(A1) -3X4 =6X8 _ 0 2.5 =3X6(C6)(F1) 12 12'8"10 28'8"8 Al 8'111 3'11"5 70"9 5'3"5 53"5 1'4"7 7V. i�"8 8'111 12'10, 19'10"15 25'2"4 30'5"9 31' 0" 41'1"10 41'5"2 1 34'1"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.193 H 999 360 Loc R+ / R- / Rh / Rw / U / RL B 229 /-388 /- /194 /213 /200 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.372 H 917 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 L - - Q 2499 /- /- /1211 /1460 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.103 L - - K 828 /- /- /532 /480 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TIC CSI: 0.981 B Br Width = 7.6 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.529 Q Brg Width = 3.5 Min Req = 2.9 K Brg Width = 3.5 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.624 Bearings B, Q, & K are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 1264 - 590 G - H 1065 -1793 Top chord: 2x4 SP #2; C - D 1407 -682 H - I 999 -1634 Bot chord: 2x4 SP #2; B4 2x4 SP 2250f-1.9E; D - E 2144 -1119 I - J 1020 -1669 Webs: 2x4 SP #2; F - G 778 -1297 J - K 1299 - 2391 Rt Slider: 2x4 SP #2; block length = 3.043' Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) 1 x4 "T" reinforcement. 80% length of web Chords Tens.Comp. Chords Tens. Comp. member. Same species & grade or better, attached B - R 635 -1135 N - M 1809 - 861 with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. R - 807 Q 807 -127 5 M - L 20676 Q or (1) continuous lateral restraint equally spaced on member. --111 10 Q - 1- 2295 L - K 216 O - N 1358 - 614 Purlins In lieu of structural panels use purlins to brace all flat Myypen '�' Maximum Web Forces Per Ply (Ibs) TIC @ 24" oc. Wind � �� Webs Tens.Comp. Webs Tens. Comp. C - R 396 -416 O - G 384 -499 •�•+••■.••an `1LJ�� D - Q 743 -1356 G - N 499 -262 Wind loads based on MWFRS with additional C&C design. *• fir•• � o•• E - Q 705 -1018 H - M 473 - 767 member •r• + E - P 2086 -1125 1 - M 1301 - 880 Right cantilever is exposed to wind g p + P - F 689 - 963 M - J 572 - 801 Wind loading based on both gable and hip roof types. No. 64$ F - O 1430 -815 J - L 500 107 • Additional Notes * • Negative reaction(s) of -388# MAX. from a non -wind r • • load case requires uplift connection. See Maximum ATE OF Reactions. .p� y' Shim all supports to solid bearing. 731' � LOR1�����i • *0M ii�• Al co A #0 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or B10, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 16OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the NN,TW COMPANY truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing conformance with or shipping,. and of seal on or cover pa ga 6750 Forum Drive listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305 -Designer drawing for any sfIuctur is the responsibility of the Building per ANSI(TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167335 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T40 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1636.06774 Truss Label: T18 JB / DF 04/29/2021 5'113 10'11"1 12'1 6 17'6"7 22'0"11 26'3"3 1 ""15 36'7"13 41'10" 5'113 4'11"14 1'11.5 4'8"1 4,6"4 4'2"8 4'7"12 5'8"14 5'2"3 =5X8 =3X5 =3X5 =5X6 =3X4 =5X8 12 D E F G H I T 5 T 3X4 C =1.5X4 - o J m v T P O N ;3X5=5X10(SRS) M rn ''' 0 A B =3X4 1111.5X45X5 K LS1" 1 =3X5(A1) 1111: X4 =3X4=6X80 2.5 =3X5(F'1) 12 12'810 29'1"6 5'1"10 1'11"5 4'4"8 4'8"1 4'7"12 4'2"8 1'3"14 9'0"9 8"6 5'9"7 10'11"1 12'1 "6 17'2"15 21'10"15 26'6"11 30'9"3 32' "1 41'1"10 4 '10" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.180 M 999 360 Loc R+ / R- / Rh / Rw / U / RL B 198 /-445 /- /228 /262 /230 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.346 M 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 M - - R 2599 /- /- /1244 /1515 /- Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.124 M K 853 /- /- /603 /501 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TIC CSI: 0.718 B Br Width = 7.6 g Min Re 1.5 g = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.897 R Erg Width = 3.5 K Brg Width = 7.6 Min Reg = 3.1 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.457 Bearings B, R, & K are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 1373 - 576 H - 1 702 -1187 Top chord: 2x4 SP #2; C - D 1685 - 866 I - J 1023 - 2008 Bot chord: 2x4 SP #2; D - E 1965 - 992 J - K 1533 - 2549 Webs: 2x4 SP #2; E - F 979 -456 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) TIC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Wind B-T 611 -1243 P-O 1153 -413 T - S 611 -1249 O - N 1533 - 638 Wind loads based on MWFRS with additional C&C S - R 1037 -1547 N - M 1532 - 635 member design. R - Q 1318 -2016 M - K 2361 -1339 Wind loading based on both gable and hip roof types. Q - P 725 - 941 Additional Notes Negative reaction(s) of -445# MAX. from a non -wind ►S Ft load case requires uplift connection. See Maximum Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. F■■.■, Reactions. •A� a"•y+�/d/� C - S 474 -641 F - P 1311 -686 A +* Shim all supports to solid bearing. V .• +r�i� +i • +* D - R 639 -1144 P - H 599 -1034 ✓✓ E - R 661 -1056 0-1 271 -429 + No. 648 %. E - Q 1293 - 697 1 - M 728 - 206 + a Q-F 613 -957 M-J 590 -500 ■ 1 • A7E OF COA #o � �- 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor pry rnrycwm. conformance with or shipping,, and seal on cover pagpe listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Iucture -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167336 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T43 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1636.06698 Truss Label: T19 JB / DF 04/29/2021 6'10"13 12'11"1 _ 18'6"12 1 24'0"11 i 28'10"15_i_ 35'6"1 41'10" 6'10"13 6'0"4 91, 5'5"15 4'10"4 6'7"2 6'3"15 =5X8 =3X5 1111.5X4 =5X8 D E F G 12 5 � T 3X4 3X4 C H N M L rs io B=5X10(SRS) I A 1.5 X45X5 K J �3 =4XX4 1.5X4 3X5(A1) 1111.5QX4 =5X8 0 2.5 =3X5(1`1) 12 12'8"10 29'1"6 6'1"5 5'4"14 5'711 4'10"4 9'3"14 5'6"12 5'5"13 8"6 6'9"1 12'10"6 18'3"4 23,10"15 28'9"3 30' "1 35'7"13 41'1"10 4 '10" �1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.186 H 999 360 Loc R+ / R- / Rh / Rw / U / RL B 178 /-456 /- /227 /289 /266 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.357 H 968 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 K - - P 2619 /- /- /1275 /1484 /- Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.132 K I 849 /- /- /613 /509 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.952 B Br Width = 7.6 g Min Re 1.5 g = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.904 P Brg Width = 3.5 I Brg Width = 7.6 Min Reg = 3.1 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.948 Bearings B, P, & I are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 1449 -570 F - G 451 -643 Top chord: 2x4 SP #2; C - D 1911 - 911 G - H 918 -1684 Bot chord: 2x4 SP #2; D - E 602 -155 H - I 1448 - 2533 Webs: 2x4 SP #2; E - F 440 -631 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) TC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Wind B-Q 615 -1310 N-M 1255 -462 Q-P 615 -1316 M-L 1254 -464 Wind loads based on MWFRS with additional C&C P - O 1134 -1749 L - K 2338 -1261 member design. O - N 474 - 565 K - 1 2329 -1250 Wind loading based on both gable and hip roof types. Additional Notes Maximum Web Forces Per Ply (Ibs) �1MMIMf Negative reaction(s) of -456# MAX. from a non -wind r �J FLU Z. Webs Tens.Comp. Webs Tens. Comp. load case requires uplift connection. See Maximum t7 •..■■e.. Reactions. �/� C - P 557 -750 E - N 1277 641 (� • E1V cA'••• �7 P - D 1063 -1839 D O 1408 775 N - G 420 -746 G L 674 314 Shim all supports to solid bearing. w �• ;+ - - - - * • O - E 666 -1005 L - H 654 - 792 • No. 648 • 1 r • if • i ATE ®F• c ••�L O R1pP�ti��c' coA #oAIAIL 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor pry rnry Cps m. conformance with or shipping,, and seal on cover pagpe listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Iucture -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167338 / HIPS Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T42 FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1636.06494 Truss Label: T20 JB / DF 04/29/2021 6'1013 12'10"6 14'1�"1 20'6"12 26'10"15 _12T11"5 346"1 41'10" r' 6'10"13 5'11"9 1'0"11 5'7"11 6'4"3 1' "6 6'6"12 T3"15 5X6 111.5X4 -5X8 -3X4 1111.5X4 5X5 E F G H I D 12 T 5 � 3X4 3X4 C io J o iD o O N D = 5X12 N g p =_5X10(SRS) M K J_+8,1,, A O -3X5 1111.5X4 L 3X5(A1) III1.5X4 =6X8 -5X5 0 2.5 =3X5(1`1) 12 12'8"10 291"6 1' 6'91 6'1"5 2'0"1�1 5'4"3 5'7"11 2'2"?� 6'6"12 6'5113 8'i6 _ 6'91 12'10"6 14'1 "1 20'3"4 25'10"15 28'1'1 34'7"13 41110 ��'10" �1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.199 J 999 360 Loc R+ / R- / Rh / Rw / U / RL B 189 /-425 /- /226 /280 /302 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.381 J 907 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.076 M - - R 2578 /- /- /1265 /1446 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.144 M K 863 /- /- /631 /518 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.856 B Br Width = 7.6 Min Re 1.5 g q = Load Duration: 1.25 BCDL: 4.0 psf p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.743 R Brg Width = 3.5 Min Reg = 3. K Brg Width = 7.6 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.937 Bearings B, R, & K are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 1374 -519 G - H 603 -899 Top chord: 2x4 SP #2; C - D 1822 - 830 H - I 971 -1488 Bot chord: 2x4 SP #2; D - E 1152 -409 I - J 807 -1477 Webs: 2x4 SP #2; F - G 594 -890 J - K 1432 -2537 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) TC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Wind B - S 571 -1243 O - N 979 -242 S - R 570 -1248 N - M 2331 -1231 Wind loads based on MWFRS with additional C&C R - Q 1068 -1693 M - K 2330 -1224 member design. Q - P 778 -1090 Wind loading based on both gable and hip roof types. Additional Notes Maximum Web Forces Per Ply (Ibs) �+ C Negative reaction(s) of -425# MAX. from a non -wind {'.� i' Webs Tens.Comp. Webs Tens. Comp. ,� load case requires uplift connection. See Maximum " .+■•••e„ �1 `-,, C - R 513 -714 F - O 1051 -502 Reactions. * AG"E N D - R 1041 -1846 O - H 134 -433 Shim all supports to solid bearing. �+ :+ D - Q 1520 -728 H - N 1052 -687 E - Q 760 -1463 1 - N 388 - 363 i Qw: NO.�77`�'7�e E-P 1275 -669 N -J 751 -1016 . • * P - F 602 - 924 1 ArE OF pc�''�••hl O R10.• # nIVAt COA 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or 1310, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the NN,TW COMPANY truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing conformance with or shipping,. and of seal on or cover pa ga 6750 Forum Drive listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this Suite 305 -Designer drawing for any sfIuctur is the responsibility of the Building per ANSINI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167339 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T39 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1636.06883 Truss Label: T21 JB / DF 04/29/2021 6'10"8 12'10"6 16'11"1 24'10"15 29'9"9 35'6"7 41'10.' r 6'108 511"14 4'0"11 7'11"14 4'10"10 N' 14 6'3"9 =5X6 =6X8 1111.5X4 E F G 4X6 12 D z�z 3X4 5 [�-- H H0510 : 5X5 ;o "v C I rn N M r3.10 Is =_H0619 =5X5 A J K 1 _4� 1111.5X4 �8'1" =3X5(A1) 1111.5X4 =6X8 0 2.5 =3W(F1) 12 12'8"10 29'1"6 1 6'1"5 4'0"11 6'11"14 6'2"2 5'6"12 5'S"13 8"6 12'10"6 16'11"1 23'1615 30'1"1 35'7"13 41'1"10 4 '10" �1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.191 1 999 360 Loc R+ / R- / Rh / Rw / U / RL B 186 /-422 /- /235 /286 /338 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.366 1 944 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.076 L - - P 2572 /- /- /1263 /1449 /- Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.144 L J 862 /- /- /634 /517 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.839 = B Br Width = 7.6 Min Re 1.5 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.883 P Brg Width = 3.5 Min Reg = 3.5 g J Brg Width = 7.6 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.935 Bearings B, P, & J are a rigid surface. 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, HS VIEW Ver: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 1367 - 528 F - G 432 - 506 Top chord: 2x4 SP #2; C - D 1819 - 839 G - H 381 - 561 Bot chord: 2x4 SP #2; D - E 680 -168 H - 1 998 -1800 Webs: 2x4 SP #2; E - F 422 -495 1 - J 1454 -2561 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) TC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Wind B - Q 589 -1236 N - M 1554 -643 Q - P 588 -1241 M - L 2360 -1261 Wind loads based on MWFRS with additional C&C P - O 1077 -1691 L - J 2351 -1253 member design. O - N 562 -616 Wind loading based on both gable and hip roof types. Additional Notes �My Maximum Web Forces Per Ply (Ibs) F Webs Tens.Comp. Webs Tens. Comp. Negative reaction(s) of -422# MAX. from a non -wind �J�/ load case requires uplift connection. See Maximum+.+••ane `,A. C - P 511 -712 N - F 368 -396 Reactions. O ••r•• ftt D - P 1052 -1842 N - H 757 -1200 •••• Shim all supports to solid bearing. • D - O 1576 - 754 H - M 657 - 258 E - O 708 -1262 M - 1 565 - 694 • • No. 648 a E - N 1252 - 631 • • y r ATE QF i• c �.t��'•�L O R10P��'[� ` NAV- COA # 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry rnry Cps m. truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor conformance with or shipping,, and seal on cover pagpe 6750 Forum Drive listing this drawin indicates acceptance of professional encLlneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Suite 305 Iucture -Designer drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167340 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T35 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1636.06495 Truss Label: T22 JB / DF 04/29/2021 6'107 12'10"6 18'11"1 22'10"15� 27'6" 31'11"5 36'8"3 41113 6'107 5'11"15 6'0"11 3'11"14 4'7"1 4'5"5 4'8"14 5'113 =5X8 =5X8 E F e 4X5 12 4X5 G D 5 1111.5X4 H 5X5 a SXS I 1T B p N 3X4 =5X14 J A i �[ :4X4 =5X6 3X5(A1) 131 p R6X8 111.5X4 0 2.5 =3X5(F1) 12 12'5"13 294"3 6'1"5 6'0"11 2'11"1{t 9'2"2 il5 9'0"9 8"6 6'9"1 12'10"6 18'11"l 21'10" 32'1"1 41'1"10 4 '10" 1' 2210"15 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.255 H 999 360 Loc R+ / R- / Rh / Rw / U / RL B 293 /-276 /- /547 /285 /373 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.475 H 737 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.097 L - - R 2304 /- /- /1320 /1251 /- Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.181 L J 955 /- /- /684 /568 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TIC CSI: 0.748 = B Br Width = 7.6 Min Re 1.5 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.941 R Brg Width = 7.6 Min Reg = 1.5 g J Brg Width = 7.6 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.852 Bearings B, R, & J are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 1060 -713 G - H 1530 -2567 Top chord: 2x4 SP #2; C - D 1265 - 566 H - I 1384 - 2549 Bot chord: 2x4 SP #2; 61 2x4 SP 2250f-1.9E; E - F 437 - 443 I - J 1775 - 2957 Webs: 2x4 SP #2; F - G 486 - 671 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) TC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Wind B - Q 1005 -954 N - M 570 -85 Q-P 1983 -1918 M-L 1197 -461 Wind loads based on MW FRS with additional C&C P - O 807 -1154 L - J 2735 -1559 member design. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Left bottom chord exposed to wind. Webs Tens.Comp. Webs Tens. Comp. Additional Notes ` �(J' Lr Q - C 480 -319 N - F 359 -783 Negative reaction(s) of -276# MAX. from a non -wind load See Maximum ••'•��•"°"•. f� C - P 375 - 718 F - M 802 337 D - P 1009 -1678 M - G 615 -836 case requires uplift connection. Reactions. •* 4�j E1V� `•11 • � o * D - O 1496 - 695 G - L 1524 - 838 Shim all supports to solid bearing. "i * E - O 495 - 899 L - I 453 - 347 + E - N 731 - 353 • No. 648 E QF :• �.►•h�OROsse1o*��1� 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry rnry Cps m. truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor conformance with or shipping,, and seal on cover pagpe 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Suite 305 Iucture -Designer drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167341 HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T38 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1639.14550 Truss Label: T23 JB / DF 04/29/2021 6'10"7 12'10"6 16'111 20'0"1 24'10"15 29'6' 3T11"11 41'10" r 6'107 5'11"15 4'0"11 3'1"10 4'10"4 4'7"1 4'5"11 7'10"5 1 =5X8 1111.5X4 =5X8 E F G g4D �4X5 12 H 5 � 5X5 5X5 `v r` i m o r` rs +u B N M L J 1i A 0=5X10(SRS) =3X4 =5X14 _4 3X5(A1) III 1.5X4 R6X8 =3X5(F1) 0 2.5 12 12'5"13 29'4"3 6'1"5 4'0'11 _i_ 2'11„1{4 5' 9,2"2 70"9 _ 8'i6 6'9"1 12'10"6 16'11"1 19'10" 5 24'10"15 34'1"1 41'1"10 4 '10" �1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.250 1 999 360 Loc R+ / R- / Rh / Rw / U / RL B 310 /-201 /- /505 /295 /338 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.465 1 753 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.093 L - - R 2197 /- /- /1329 /1141 /- Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.173 L J 983 /- /- /701 /602 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.709 B Br Width = 7.6 g = Min Re 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.888 R Brg Width = 7.6 J Brg Width = 7.6 g Min Reg = 1.5 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.849 Bearings B, R, & J are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 861 -586 G - H 720 -996 Top chord: 2x4 SP #2; C - D 1109 - 385 H - 1 1911 - 2978 Bot chord: 2x4 SP #2; E - F 454 - 365 I - J 1734 - 3005 Webs: 2x4 SP #2; F - G 460 -371 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) TC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Wind B - Q 854 -813 N - M 873 -270 Q - P 1681 -1630 M - L 1484 - 734 Wind loads based on MW FRS with additional C&C P - O 633 - 997 L - J 2761 -1496 member design. Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply (Ibs) Left bottom chord exposed to wind. 1M14M1p Webs Tens.Comp. Webs Tens. Comp. Additional Notes r kS FL j Q - C 482 -314 N - G 386 -759 Negative reaction(s) of -201# MAX. from a non -wind �7+.•�'••`• 4a•" FI�a' ••._ C - P 381 -743 D P 953 G - M 668 -310 M H 592 load case requires uplift connection. See Maximum * � ,ENS �/'1 - -1673 D O 1373 620 - -779 H L 1575 959 Reactions. •• ;� - - - - Shim all supports to solid bearing. i E - O 487 - 996 1 - L 377 - 293 No. a,� : Ll•f E - N 897 -468 1 • if • i ATE ®F� c OJ*ftw R1p.• i`.•hL coA #oAIAIL 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor pry rnry Cps m. conformance with or shipping,, and seal on cover pagpe listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Iucture -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167390 HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T37 FROM: City: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.16703 Truss Label: T24 JB / DF 04/29/2021 38 3'3"6 0 T;22'4"15 2615 _ 31'6" 355 41'10" T2" 6'2"12 5 4'2"8 TV 1"5 5'10"11 =5X8 =3X5 III1.5X4 =5X8 04X5 E F G H D 12 a 3X5 5 � I 3X4 C 1111.5X4 co m J 1z ro•m A B Q .5X6 =4X�7 =5X6 =5X12 K L i� ay.. 3X5(Ai) 1112X4 e8X10(") =3X5(F1) a 2.5 12 e 5X5 13'4"5 28'5"11 �1' 7'0"4 6'4"8 1'6"5 4'6" 4'6" 9'2"2 5'0"9 8"6 7'0"4 13'4"12 14' 1"1 22'4"15 26'10"15 36'1"l 41'1"10 41 '10" 17'10" 5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.187 J 999 360 Loc R+ / R- / Rh / Rw / U / RL B 253 /-299 /- /534 /291 /302 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.358 J 947 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.059 M - - T 2431 /- /- /1438 /1296 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.111 M - - K 876 /- /- /638 /527 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.786 B Br Width = 7.6 g Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.794 T Brg Width = 7.6 K Brg Width = 7.6 Min Reg = 2. Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.919 Bearings B, T, & K are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 1077 -670 H - I 588 -855 Top chord: 2x4 SP #2; C - D 1553 - 680 I - J 1617 - 2626 Bot chord: 2x4 SP #2; D - E 1077 - 349 J - K 1479 - 2655 Webs: 2x4 SP #2; E - F 481 -50 Plating Notes (**) 1 plate(s) require special positioning. Refer to Maximum Bot Chord Forces Per Ply (Ibs) scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. requirements. B - S 895 -968 P - O 407 -422 Purlins S - R 883 - 974 O - N 739 -196 R - Q 936 -1452 N - M 1299 - 639 In lieu of structural panels use purlins to brace all flat Q - P 749 -1041 M - K 2436 -1276 TC @ 24" oc. Wind Maximum Web Forces Per Ply (Ibs) �Wind loads based on MWFRS with additional C&C S7 /�� Webs Tens.Comp. Webs Tens. Comp. � member design. .......•e„•'�/A- ••••• S - C 542 -338 P - F 679 -1051 Wind loading based on both gable and hip roof types. O E. �1 C - R 454 -871 F - O 1057 -596 •••` Left bottom chord exposed to wind. • D - R 973 -1672 O - H 350 - 687 D - Q 1323 - 614 H - N 574 - 257 Additional Notes : No. 648 E - Q 662 -1403 N - 1 541 -684 • ` Negative reactionof -299# MAX. from anon -wind • • E - P 1075 - 574 1 - M 1348 - 775s) load case requires uplift connection. See Maximum Reactions. Shim all supports to solid bearing. ATE OF-- AM. C # 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or B10, as applicable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to drawings 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracing trusses. A this drawing AN,TW COMPANY conformance with or shipping,. and of seal on or cover pa ga listing this drawin indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of this -Designer 6750 Forum Drive Suite 305 drawing for any sfIuctur is the responsibility of the Building per ANSINI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167343 HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T36 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1639.18877 Truss Label: T25 JB / DF 04/29/2021 6'11"3 12'11"1 15'4"12 22'1"13 1 28'10"15 1_ 33'6" _1_ 37'11"5_1_ 41'10"_i 6'11"3 5,11"14 2'5"1 6'9"2 6'9"2 4'7"1 4'5"5 3'10"11 =5X8 =3X6 1111.5X4 =5X8 D E F G 12 5 � T 3X43X4 HC1111.5X4 I zo � I zo B J 'y'° �i AN M L K =3X5(A1) 1111.5X4 =3XQ4 O3X3 =4X8 =5X6 =5X12 =3X5(F1) =6X6 2.5 0 12 15'4"5 26'5"11 6'1"10 2'5"11 6'9"2 6'9"2 9'2"2 3'0"9 6'9"7 12-11"1 15'4" 2 22'1"13 28'10"15 38'1"1 �11 411 �8"6 41-10" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.166 1 999 360 Loc R+ / R- / Rh / Rw / U / RL B 513 /- /- /622 /379 /266 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.313 1 999 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.041 1 - - P 1900 /- /- /1247 /950 /- Des Ld: 37.00 EXP: C Kzt: NA () HORZ TL : 0.067 N - - J 959 /- /- /689 /593 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.591 B Br Width = 7.6 g = Min Re 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.943 P Brg Width = 7.6 J Brg Width = 7.6 g Min Reg = 1.5 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 4.18 ft Rep Fac: Yes Max Web CSI: 0.972 Bearings B, P, & J are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 534 -760 F - G 639 -676 Top chord: 2x4 SP #2; C - D 423 -65 G - H 876 -1279 Bot chord: 2x4 SP #2; D - E 585 -25 H - I 1795 -2893 Webs: 2x4 SP #2; E - F 639 -676 I - J 1702 -2940 Purlins In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply (Ibs) TC @ 24" oc. Chords Tens.Comp. Chords Tens. Comp. Wind B-R 939 -401 N-M 1134 -515 R - Q 923 - 400 M - L 1641 - 936 Wind loads based on MWFRS with additional C&C Q - P 297 - 378 L - J 2691 -1495 member design. O - N 362 - 570 Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. IMNINy,., _ Maximum Web Forces Per Ply (Ibs) Additional Notes [yS FIL Webs Tens.Comp. Webs Tens. Comp. Shim all supports to solid bearing. V•,.•■••.Q„•. A- •.• R- C 519 -319 C Q 430 841 E - N 1478 -804 F N 377 398 ••` �� ENS •• ST ` - - D - Q 700 - 393 - - N - G 271 - 579 •• i D - P 336 - 796 G - M 532 - 206 • No. '648 P - O 766 -1Z78 M - H 494 - 595 � : a O - E 764 -1177 H - L 1188 - 654 • A7E ©F i• • ORIp.•�` ' , COA #0 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall temporary have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. to ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in ANSI/TPI 1, for handling, installation bracingof trusses. A this drawingor pry rnry Cps m. conformance with or shipping,, and seal on cover pagpe listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Iucture -Designer 6750 Forum Drive Suite 305 drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167344 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T33 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.21957 Truss Label: T26 JB / DF 04/29/2021 5'3"8 _ _ 10'7" _ _ 12'3"1¢_ 1T7"12 5'3"8 5'3"8 1'8"15 5'3"13 12 5 ["— =4X4 D 24'11"15 24'11"15 7'4"3 2.5 0 12 i_ 5' _i_ 52 _i_ 1'10"11_ 5-7"5 _i_ 5'3"13 1'0 "a T 8 10'S"4 12'3"1 1T11"4 24'3 9 8 i_8"f 38 24' 1"15 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.105 E 999 360 VERT(CL): 0.194 E 999 240 HORZ(LL): 0.045 1 - - HORZ(TL): 0.083 1 Creep Factor: 2.0 Max TC CSI: 0.453 Max BC CSI: 0.805 Max Web CSI: 0.582 EW Ver: 20.02.00A.1020.21 �►S FL V r•• •■ENS • • No. 648 r ATE OF rres;` Q' •,,LUR1'010 COA # �aNA' ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL O 932 /- /- /486 /581 /296 G 1001 /- /- /626 /564 /- Wind reactions based on MWFRS O Brg Width = 3.6 Min Req = 1.5 G Brg Width = 7.6 Min Req = 1.5 Bearings O & G 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. A - B 543 - 912 D - E 758 -1301 B - C 543 - 912 E - F 1046 -1925 C - D 786 -1247 F - G 1375 - 2508 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp M - L 1291 - 498 J - 1 2167 -1187 L - K 1289 -498 1 - G 2257 -1199 K - J 1722 - 831 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - N 592 - 892 C - K 248 - 399 A - M 1220 - 758 D - K 752 - 402 N - O 572 - 932 K - E 473 - 658 M - C 325 -492 J - F 358 -431 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167345 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T30 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.23520 Truss Label: T27 JB / DF 04/29/2021 4'3"8 8'7" 12'3"15 18'2"5 4'3"8 4'3"8 3.8"15 5'10"6 12 5 [--- =4X4 D 24'11"15 24'11"15 6'9"10 4'3"8 4'1"12 3'10"11 6'0"2 6'7"14 1' r 4'3"8 8'5"4 12'3"15 18'4"1 24'11"15 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.076 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.142 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.028 H - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.051 H Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.491 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.517 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.457 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. tlMYNth , • •kS• 4. No. 648 f �►rE OF �. • O1R10.10 �nAW. COA # 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL L 932 /- /- /464 /564 /245 F 1006 /- /- /623 /572 /- Wind reactions based on MWFRS L Brg Width = 3.6 Min Req = 1.5 F Brg Width = 7.6 Min Req = 1.5 Bearings L & F 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. A - B 555 - 915 D - E 772 -1277 B - C 555 - 915 E - F 1040 -1866 C - D 784 -1241 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K - J 1406 - 613 1 - H 1663 - 846 J - 1 1403 - 615 H - F 1667 - 845 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - L 576 - 895 C - 1 257 - 407 A - K 1210 - 734 D - I 657 - 340 K - C 404 - 653 1 - E 458 - 606 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167346 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T34 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.25027 Truss Label: T28 JB / DF 04/29/2021 67" 12'3"15 18'2"5 67" 68"15 5'10"6 12 =4X4 5 F --- C 24'11"15 6'3"8 6'0"7 6'0"2 6'38 12'3"15 18'4"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.087 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.163 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.026 G - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.049 G Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TIC CSI: 0.723 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.522 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.820 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. tlMYNth � •��•i4 1. EPV No. 648 f ArE aF v Os� Q R�Q.- CAA #�nIVAt 04/29/2021 24'11"15 6'9"10 6'7"14 1' 24'11"15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL J 932 /- /- /452 /556 /232 E 1006 /- /- /608 /579 /- Wind reactions based on MWFRS J Brg Width = 3.6 Min Req = 1.5 E Brg Width = 7.6 Min Req = 1.5 Bearings J & E 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. A - B 923 -1555 C - D 792 -1283 B - C 793 -1280 D - E 1055 -1863 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I - H 1613 - 776 G - E 1664 - 858 H - G 1660 - 859 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - J 574 - 875 B - H 361 - 550 A - 1 1692 -1003 C - H 628 - 314 I - B 486 - 588 H - D 449 - 596 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167347 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T26 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.26543 Truss Label: T29 JB / DF 04/29/2021 11 4'7" 6'5"9g 12'3"15 18'2"5 4'7" 1'10"9 5'10"6 610"6 =4X4 D 24'11"15 4'3"8 1'10"9i, 6'1"14 602 i, 4'3"8 62"1 12'3"15 18'4"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.087 1 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.162 1 999 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.029 H - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.054 H Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TIC CSI: 0.483 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.513 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.443 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 0 .► M11i1114� FL V .••' r�EN� fi•.'��► No. 648 •% r ATE QF i• c '93OR10P COA # ` NA%. 04/29/2021 24'11"15 6'9"10 6'7"14 1' 24'11"15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL L 932 /- /- /453 /549 /227 F 1006 /- /- /596 /584 /- Wind reactions based on MWFRS L Brg Width = 3.6 Min Req = 1.5 F Brg Width = 7.6 Min Req = 1.5 Bearings L & F 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. A - B 923 -1582 D - E 807 -1287 B - C 1040 -1754 E - F 1067 -1861 C - D 802 -1283 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K - J 1683 - 845 1 - H 1658 - 870 J - 1 1603 - 809 H - F 1662 - 869 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - L 560 - 886 C -1 377 - 527 A-K 1744-1017 D-I 612 -307 K - B 483 - 732 1 - E 445 - 588 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167348 SPEC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T25 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1639.28010 Truss Label: T30 JB / DF 04/29/2021 L ill Z7" 27„ 6'5"9 12'3"15 3'10"9 5'10"6 =4X4 D 24'11"15 18'2"5 5,10"6 2'3"8 3'10"9 i_ 6'1"14 i 6'0"2 2'3"8 6'2"1 12'3"15 18'4"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.086 1 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.159 1 999 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.032 H - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.060 H Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.485 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.513 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.445 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. IMNIN r �kS Ft ... ...F••Q• �7.•.• EIN�•••••�;► • • No. 648 • A7E ©F i• ; 4Rlp.0 , COA #0 04/29/2021 24'11"15 6'9"10 67'14 1' 24'11"15 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL L 932 /- /- /468 /545 /222 F 1006 /- /- /588 /587 /- Wind reactions based on MWFRS L Brg Width = 3.6 Min Req = 1.5 F Brg Width = 7.6 Min Req = 1.5 Bearings L & F 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. A - B 873 -1506 D - E 815 -1286 B - C 1049 -1784 E - F 1075 -1861 C-D 812-1283 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K - J 1690 - 899 1 - H 1658 - 878 J - 1 1611 - 836 H - F 1662 - 877 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - L 541 - 896 C -1 399 - 537 A - K 1709 - 990 D - I 614 - 316 K - B 530 - 815 1 - E 445 - 589 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted oyherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pa e 1is drawino indicates acceptance of professional engpneering responsibility solelyor the design shown. The suitability and use of g is for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167349 / COMN Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T2 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34323 Truss Label: T31 JB / DF 04/29/2021 6710 6'9"10 1 Z8" 5'10"6 =4X4 C 25'4" 186"6 610"6 i 6'714 6'0"2 6'0"2 i 6'7"14 12'8" 18'8"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.089 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.166 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.035 G - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.066 G Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TIC CSI: 0.498 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.536 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.456 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): IVIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types ��a►S Ft �7 .•.• EIN�•.•••, • • No. 648 A7E ©F i• COA #0 04/29/2021 25'4" 6'9"10 67'14 1' 25'4" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 951 /- /- /522 /551 /222 E 1013 /- /- /587 /594 /- Wind reactions based on MWFRS A Brg Width = 7.6 Min Req = 1.5 E Brg Width = 7.6 Min Req = 1.5 Bearings A & E 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. A - B 1099 -1890 C - D 830 -1301 B - C 830 -1302 D - E 1092 -1881 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -1 1690 - 900 H - G 1676 - 894 I - H 1686 - 901 G - E 1680 - 893 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 457 - 605 H - D 449 - 594 C - H 639 - 343 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167350 / COMN Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T18 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34371 Truss Label: T32 JB / DF 04/29/2021 6710 6'9"10 1'' 67'14 67'14 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 1 Z8" 5'10"6 =4X4 D 25'4" 6'0"2 12'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): *i 18'6"6 5' 10"6 6'0"2 18'8"2 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.090 1 999 360 VERT(CL): 0.166 1 999 240 HORZ(LL): 0.036 H - - HORZ(TL): 0.066 H Creep Factor: 2.0 Max TC CSI: 0.490 Max BC CSI: 0.513 Max Web CSI: 0.448 EW Ver: 20.02.00A.1020.21 4 .o No. 648 , 71a STATE OF :, 0,g L 4 COA�#O—AIA%..!Woo� 264" 6'9"10 67'14 1' 25'4" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1012 /- /- /588 /593 /236 F 1012 /- /- /588 /593 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 F Brg Width = 7.6 Min Req = 1.5 Bearings B & F 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 1090 -1877 D - E 828 -1298 C - D 828 -1298 E - F 1090 -1877 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1676 - 890 I - H 1672 - 892 J - 1 1672 - 892 H - F 1676 - 890 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 449 - 593 1 - E 449 - 593 D - I 635 - 340 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167351 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T17 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34182 Truss Label: T33 JB / DF 04/29/2021 6'9"10 11'11"1 13'4' 18'6"6 6'9"10 5'1 "7 1'5"1 5' 1 "7 1' 67'14 67'14 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. III 1.5X4(**) =3X4 =4X4 25'4" 6'0"2 12'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Sid: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): El 6'0"2 18'8"2 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.088 K 999 360 VERT(CL): 0.163 K 999 240 HORZ(LL): 0.036 J - - HORZ(TL): 0.066 J Creep Factor: 2.0 Max TC CSI: 0.480 Max BC CSI: 0.516 Max Web CSI: 0.418 EW Ver: 20.02.00A.1020.21 >V - L tsS Na. WeS48 W1 VATE OF r` � R"go,\q' COA #o —�a�. ' ;1LIP1.9 ► IRAI 25'4" 6'9"10 SO 60 25'4" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1012 /- /- /592 /593 /224 H 1012 /- /- /592 /593 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 H Brg Width = 7.6 Min Req = 1.5 Bearings B & H 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 1088 -1873 E - F 836 -1183 C-D 831 -1303 F-G 831 -1301 D - E 821 -1155 G - H 1088 -1874 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1672 - 888 K - J 1669 - 889 L - K 1668 - 889 J - H 1673 - 888 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 437 - 581 K - G 437 - 584 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SECA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167352 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T9 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34370 Truss Label: T34 JB / DF 04/29/2021 5'3"6 i9'11"1 15'4"15 20'0"9 5'3"6 4'7"-Z 5555 47"10 -4X7 -4X7 D E 25'4" 1' 9111"1 i T '15 2'8"15 9111"1 12'8" 164"15 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.088 J 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.163 J 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.035 1 - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.064 1 Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.353 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.862 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.169 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. IUMIN r �S Ft �7.•.• EIN�•••••�;► • • No. 648 • A7E ©F i• ; 4Rlp�'�` ' , IVAL COA #0 04/29/2021 264" 5'3"7 9'11"1 25'4" 5 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1012 /- /- /597 /595 /192 G 1012 /- /- /597 /595 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 G Brg Width = 7.6 Min Req = 1.5 Bearings B & G 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 1162 -1882 E - F 939 -1555 C - D 939 -1555 F - G 1162 -1882 D - E 931 -1369 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1698 - 972 J - 1 1389 - 651 K - J 1389 - 651 I - G 1698 - 972 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - K 442 - 74 E - I 442 - 74 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167353 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T8 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34651 Truss Label: T35 JB / DF 04/29/2021 12'8" 17'4"15 4'8"15 4.8"15 -4X8 III1.5X4 =4X8 C D E 25'4" T11"1 12 5 B F � A G J I H -3X4(A1) III1.5X4 =5X8 III1.5X4-3X4(A1) 1' 8'0"13 8'0"13 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. 25'4" 4'7"3 4'7"3 12'8" 17'3"3 8'0"13 i 1' 25'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.095 D 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1012 /- /- /596 /596 /160 Lu: NA Cs: NA VERT(CL): 0.175 D 999 240 Snow Duration: NA HORZ(LL): 0.033 H - - F 1012 /- /- /596 /596 /- HORZ(TL): 0.061 H Creep Factor: 2.0 Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 Building Code: FBC 7th Ed. 2020 Res. Max TC CSI: 0.758 F Brg Width = 7.6 Min Req = 1.5 TPI Std: 2014 Max BC CSI: 0.661 Bearings B & F are a rigid surface. Rep Fac: Yes Max Web CSI: 0.116 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): VIEW Ver: 20.02.00A.1020.21 B - C 1046 -1794 D - E 1131 -1758 WAVE C - D 1131 -1758 E - F 1046 -1794 �►S FLEA .•• i•�ENs No. 648 r ATE GF rres;` COA # -AIA'L Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1587 - 830 I - H 1595 - 829 J - 1 1595 - 829 H - F 1587 - 830 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or 1310, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167381 / HIPS Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T76 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34557 Truss Label: T36 JB / DF 04/29/2021 5'11"1 5'11"1 9'4"6 12'8" 15'11"9 I 19'4"15 3'6"5 3'3"9 3'3"9 3'5"5 12 - C5 =3DX4 III1.EX4 T2 =3F4 =5C5 25'4" 5'11"1 5SO � cV B H Cl) 4F 1i L K z '�� J 4X8(A2) =4X4 = H0510 =4X4 = 3X10(A1) 1' 6'2"9 6'2"9 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 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; T2 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP 2250f-1.9E; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 5.92 TC: From 28 plf at 5.92 to 28 plf at 19.41 TC: From 55 plf at 19.41 to 55 plf at 26.33 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 5.95 BC: From 10 plf at 5.95 to 10 plf at 19.38 BC: From 20 plf at 19.38 to 20 pif at 25.33 BC: From 4 plf at 25.33 to 4 plf at 26.33 TC: 428 lb Conc. Load at 5.95,19.38 TC: 141 lb Conc. Load at 7.35, 9.35,11.35,13.35 15.35,17.35 BC: 228 lb Conc. Load at 5.95,19.38 BC: 106 lb Conc. Load at 7.35, 9.35,11.35,13.35 15.35,17.35 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 25'4" 6'5"7 12'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Sid: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): 6'5"7 1917 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.294 E 999 360 VERT(CL): 0.539 E 557 240 HORZ(LL): -0.079 J - - HORZ(TL): 0.144 J Creep Factor: 2.0 Max TC CSI: 0.790 Max BC CSI: 0.749 Max Web CSI: 0.361 EW Ver: 20.02.00A.1020.21 STATE OF i • COA # 04/29/2021 I_J 61' 20 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 2175 /- /- /- /1328 /- H 2137 /- /- /- /1304 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.8 H Brg Width = 7.6 Min Req = 1.8 Bearings B & H 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 2896 -4784 E - F 3496 -5840 C - D 2666 - 4485 F - G 2612 - 4395 D - E 3496 - 5840 G - H 2837 - 4687 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 4352 - 2615 K - J 5316 - 3265 L - K 5371 - 3302 J- H 4262 - 2560 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - L 1148 - 430 K - F 659 - 290 L-D 814 -1134 F-J 836 -1179 D - K 590 - 244 J - G 1144 - 444 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167387 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T1 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34447 Truss Label: T37 �JB / DF 04/29/2021 T N_ Co 27'10 5'11"10 27' 10 3'4" =4X4 =4X4 12 A B a 5 F C T N E 4X6 1113X8=2X5(A1) 5'11"10 2'4"2 37"8 + + 1 2'4"2 5'11"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.014 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.026 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 A - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.007 A Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.213 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.413 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.317 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 6.97 BC: From 20 plf at 0.00 to 20 plf at 5.97 BC: From 4 plf at 5.97 to 4 plf at 6.97 BC: 1191 lb Conc. Load at 1.91 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. ft%, Wind S FLC Wind loads and reactions based on MWFRS. O •rr '�+ E 1�'� a•�•. Left end vertical not exposed to wind pressure. `• v J r* Wind loading based on both gable and hip roof types. r No. 646 r ATE aF rr c COA # 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 1013 /- /- /- /609 /- C 686 /- /- /- /431 /- Wind reactions based on MWFRS F Brg Width = 7.6 Min Req = 1.5 C Brg Width = 7.6 Min Req = 1.5 Bearings F & C 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. A - B 727 -1228 B - C 776 -1276 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - C 1153 - 693 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - F 482 - 774 A - E 1405 - 831 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167354 / SPEC Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T62 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34744 Truss Label: T38 �JB / DF 04/29/2021 47'10 L 5'11 "10 47'10 1'4" 1 12 a 5 4X4 4X4 A B C 10"12 t` F E 3X4 111.5X4(**) = 2X4(A1) 1. 5'11"10 611"10 51110 + 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.008 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.014 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 B - - TL 03 EXP: C Kzt: NA HORZ Des Ld: 37.00 Mean Height: 15.00 ft ( ): 02B NCBCLL: 10.00 Building Code: Creep Factor: .0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.275 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.165 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.079 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind 000mu"10140 Wind loads based on MWFRS with additional C&C _ member design. 1y�7 Left end vertical not exposed to wind pressure. .•"""• any' �If Wind loading based on both gable and hip roof types. /:90k ,GEN��••o� Ill's' M IW STATE OF31 COA # 12AIM-toloo/ 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL F 212 /- /- /104 /127 /55 C 296 /- /- /117 /187 /- Wind reactions based on MWFRS F Brg Width = 7.6 Min Req = 1.5 C Brg Width = 7.6 Min Req = 1.5 Bearings F & C 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. A - B 214 - 393 B - C 254 - 432 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E-C 399 -219 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e irawintq indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of t�1is any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167385 / HIPS Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T3 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34854 Truss Label: T39 �JB / DF 04/29/2021 4'9"2 8'11" + 13'10" 4'9"2 4'1"14 4'11" r 6'3" 1'4" -{ (TYP) 14'4"8 4'1"12 5'0"8 1' 4'112 97"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 4.03 TC: From 73 plf at 4.03 to 73 plf at 13.83 TC: From 28 plf at 13.83 to 28 plf at 14.38 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.03 BC: From 10 plf at 4.03 to 10 plf at 14.38 TC: 212 lb Conc. Load at 4.03 TC: 91 lb Conc. Load at 13.77 PLT: 91 lb Conc. Load at ( 5.77,10.05), (7.77,10.05) (9.77,10.05), (11.77,10.05) BC: 124 lb Conc. Load at 4.03 BC: 70 lb Conc. Load at 5.77, 7.77, 9.77,11.77 13.77 Plating Notes All plates are 1.5X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Additional Notes WIND LOAD CASE MODIFIED! Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): =4X4 F 5'2"4 14'4"8 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.080 D 999 360 VERT(CL): 0.138 D 999 240 HORZ(LL): -0.023 D - - HORZ(TL): 0.037 D Creep Factor: 2.0 Max TC CSI: 0.449 Max BC CSI: 0.842 Max Web CSI: 0.327 EW Ver: 20.02.00A.1020.21 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. STATE OFc 0 x 6LOR1p 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1139 /- /- /- /699 /- J 1191 /- /- /- /723 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 J Brg Width = - Min Req = - Bearing B 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 1382 - 2294 F - G 564 - 946 C - D 708 -1102 G - H 578 - 970 D - E 580 - 968 H - 1 659 -1051 E - F 561 - 948 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2079 -1241 L - K 2095 -1236 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 348 - 605 K - 1 1289 - 738 C - K 373 - 627 P - Q 352 - 608 M - N 350 - 606 Q - R 350 - 606 N - O 352 - 608 R - 1 348 - 605 F-0 439 -185 I-J 755 -1119 O - P 352 - 608 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e 1is drawintq indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167355 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T5 / FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1658.34137 Truss Label: T40 JB / DF 04/29/2021 4'9"6 8'11" 1 13'0"10 i 17'6" 4'9"6 4'1"10 4'1"10 4'5"6 =4X4 D 17'6" 8'11" 87' 1, 8'11" 17'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.040 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.074 G 999 240 B 719 /- /- /430 /422 /159 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 G - - F 655 /- /- /357 /379 /- EXP: C Itzt: NA Des Ld: 37.00 HORZ (TL ): 0.029 G - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 B Brg Width = 7.6 Min Req = 1.5 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.298 F Br Width = 3.6 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.702 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.119 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 744 -1195 D - E 539 -895 Lumber C - D 541 -898 E - F 726 -1159 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Webs: 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp. Wind B - G 1070 -624 G - F 1025 -602 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Wind loading based on both gable and hip roof types. D - G 463 -190 ��S • F No. B48 yk STATE OFc 0 , 1%LOR1pP�ti��c' 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167356 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T6 / FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1658.34151 Truss Label: T41 JB / DF 04/29/2021 4'9"6 8'11" I 130"10 17'5"2 4'9"6 4'1"10 '41"10 4'4"8 =4X4 D im 17VT 8'11" 8'6"2 1 8-11" 17'5"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.042 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.076 G 999 240 B 718 /- /- /429 /421 /159 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.018 G - - F 652 /- /- /354 /377 /- EXP: C Itzt: NA Des Ld: 37.00 HORZ (TL ): 0.032 G - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 Building Code: Creep Factor: 2.0 B Brg Width = 7.6 Min Req = 1.5 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf P FBC 7th Ed. 2020 Res. Max TC CSI: 0.307 F Br Width = 3.5 Min Re 1.5 g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.701 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.119 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 B - C 741 -1190 D - E 536 -890 Lumber C - D 537 -893 E - F 720 -1147 Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Webs: 2x4 SP #2; Chords Tens.Comp. Chords Tens. Comp. Wind B-G 1065 -623 G-F 1012 -597 Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Wind loading based on both gable and hip roof types. D - G 458 -187 a .......... [ey EPNV &.,Az .�G' No. 648 r STATE OF 4pQ'... h, ��1nArAt �'�', COA #i0000 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167357 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T7 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1658.34355 Truss Label: T42 JB / DF 04/29/2021 1�7'5"2 5- it "8'11" 12'8"10 0"15I '11"1014"66 42 620"11 =4X4 D 12 T T5 1.5X4 z 3 E8 o C c =5F5=4X7(+G) m a H 1r v B T 1 ED 7'1 A K _ 2X4(A1) =3X8 =5X5 —5X5 =3X4 1111.5X4 0 2.5 12 12'8"10 4'8"8 8'11" 3'11"6 1'0"� 1'9"3 1 8'11" 12'10"6 13'10�'15 1' 6'11"1b 1'3"8; 5" "2 15'2"7 17 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.015 C 999 360 Loc R+ / R- / Rh / Rw / U / RL B 520 /- /- /347 /290 /162 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.032 M 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 M - - L 790 /- /- /376 /496 /- Des Ld: 37.00 EXP: C Itzt: NA HORZ (TL ): 0.015 M - - H 107 /-17 /- /52 /48 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf p FBC 7th Ed. 2020 Res. Max TC CSI: 0.265 B Br Width = 7.6 Min Re 1.5 g g = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.566 L Brg Width = 3.5 Min Reg = 1.5 H Brg Width = 3.5 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.129 Bearings B, L, & H are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 423 -703 D - E 213 -379 Top chord: 2x4 SP #2; C - D 212 - 389 Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Plating Notes B - M 620 - 395 (++) - This plate works for both joints covered. Purlins Maximum Web Forces Per Ply (Ibs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24" oc. M - E 542 - 272 E - L 459 - 716 Wind Wind loads based on MWFRS with additional C&C Ulm" member design. AS F �` Right end vertical not exposed to wind pressure. F■■.■, Wind loading based on both gable and hip roof types. o �G�+r�',�� ••�,+ • No. 648 0% A7E OF r'a00 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry rnryCwm. in ANSI/TPI 1, for handling, installation A truss conformance with or shipping,, and bracingof trusses. seal on this drawingor cover pagpe 6750 Forum Drive listing this drawin indicates acceptance of professional encLlneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Suite 305 Iucture -Designer drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167358 / SPEC Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T4 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE Dnallo: 119.21.1658.34448 Truss Label: T43 JB / DF 04/29/2021 _ 4'96 _ _ 8111" _ 1 _ 12'10"15 _ i _ 16"11"10 _117',5"2 4'9"6 4'"10 3'11"15 4.0"11 5" =4X4 D 77 12 5 �1.5X4=5X10ESRS) =4X7F C o m o a v a G 911,. B y"8"8 T I J° 7-1 A X -5X5 -2X6 K J 1111.5X4 2X4(A1) =3X8 =5X5 0 2.5 12 12'8"10 4'8"8 1, 8'11" 3'116 3'0"9 10"11 8'11" 12'10"6 15'10"15 16'11'10 1' 17S"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.016 C 999 360 Loc R+ / R- / Rh / Rw / U / RL B 519 /- /- /350 /284 /167 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.032 K 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 K - - J 774 /- /- /364 /498 /- Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.015 K - - G 129 /-18 /- /61 /63 /- Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.0 psf BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.265 = B Br Width = 7.6 Min Re 1.5 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.568 J Brg Width = 3.5 Min Reg = 1.5 g G Brg Width = 3.5 Min Reg = 1.5 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.129 Bearings B, J, & G are a rigid surface. 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: 20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B - C 408 - 701 D - E 198 - 377 Top chord: 2x4 SP #2; C - D 198 - 388 Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Rt Bearing Leg: 2x6 SP #2; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Purlins B-K 618 -431 In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C K - E 556 -318 J - E 482 -693 member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. ��►S FL AI EN F i No. 648 A7E OF coa #o MAIAL 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, Apply face truss Details, kefer as applicable. plates to each of and position as shown above and on the Join unless noted otherwise. to ALPINE drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the pry rnry Cps m. in ANSI/TPI 1, for handling, installation A truss conformance with or shipping,, and bracingof trusses. seal on this drawingor cover pagpe 6750 Forum Drive listing this drawin indicates acceptance of professional encLsneering responsibilityy solelyor the design shown. The suitabilitand use of fhis Suite 305 Iucture -Designer drawing for any s is the responsibility of the Building per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: al ineitw.com• TPI: t inst.or • SBCA: sbcindust .com• ICC: iccsafe.or • AWC: awc.org Orlando FL, 32821 SEQN: 167383 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T24 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34822 Truss Label: T44 JB / DF 04/29/2021 4'11"1 1010"5 4'11 "1 5'11 "4 16'9"9 611 "4 5X8 1112X4 = 5X6 12 C D E 1 5'0"13 5'0"13 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Bracing (a) 1 x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. or (1) continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 16'9"9 5'9"8 10"0"5 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Sid: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): TC: From 55 plf at -1.00 to 55 plf at 4.92 TC: From 28 plf at 4.92 to 28 pif at 16.80 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 4.95 BC: From 10 plf at 4.95 to 10 plf at 16.80 TC: 307 lb Conc. Load at 4.95 TC: 115 lb Conc. Load at 6.98, 8.98,10.98,12.98 14.98,16.44 BC: 175 lb Conc. Load at 4.95 BC: 87 lb Conc. Load at 6.98, 8.98,10.98,12.98 • 14.98,16.44 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.112 D 999 360 VERT(CL): 0.201 D 993 240 HORZ(LL): -0.026 C - - HORZ(TL): 0.048 C Creep Factor: 2.0 Max TC CSI: 0.954 Max BC CSI: 0.884 Max Web CSI: 0.591 EW Ver: 20.02.00A.1020.21 ll1'a' • i :' El es In lieu •i Sf ATE OF t C7 In lieu of structural panels use purlins to brace all flat 1 • TC @ 24" oc. • Wind � '•+� f �� 0 +rs�ae'r'r 17 Wind loads and reactions based on MWFRS.�aNA� Right end vertical not exposed to wind pressure. CIA # Wind loadin based on both able and hip roof ty es i T 5'11 "4 16'9"9 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1240 /- /- /- 1763 /- F 1332 /- /- /- /813 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 F Brg Width = 3.6 Min Req = 1.6 Bearings B & F 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 1544 - 2540 D - E 1531 - 2513 C - D 1531 - 2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 2301 -1386 H - G 2322 -1382 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D-G 611 -581 E-F 816 -1148 G - E 2620 -1596 g 9 p 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, as applicabgla. App�y plates to each face of truss and position as shown above and on the Join tails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawingor cover pagpe listing this drawin indicates acceptance of professional enc iineering responsibilityy solelyor the design shown. The suitabilitand use of fhis drawing for any s Iucture is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167359 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T27 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34713 Truss Label: T45 JB / DF 04/29/2021 611"1 11'10"5 16'9"9 6'11"1 4'11"4 4'11"4 =4X7 III 1.5X4 4X4 C D E 12 5 N fM co B a�i A H G PF 16'9"9 7'0"1 3 4'9"8 1 7'0"13 1I'll 0"5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.042 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.055 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.012 F - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.016 F Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.474 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.587 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.451 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 1MMINth Left bottom chord exposed to wind. �' eFL�l , • No, 648 % * • = It • AYE OF �• �. 0 LoFtS, 04/29/2021 4'11 "4 16'9"9 ' ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 699 /- /- /727 /524 /194 F 623 /- /- /579 /591 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 F Brg Width = 3.6 Min Req = 1.5 Bearings B & F 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 843 -1069 D - E 748 - 786 C - D 748 - 786 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 947 - 806 H - G 964 - 814 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 466 - 284 E - F 547 - 578 G - E 903 - 859 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape tis drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167360 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T28 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34464 Truss Label: T46 JB / DF 04/29/2021 4' 9"7 8' 11 " 1 12' 10"5 16' 9"9 4'9"7 4'1"10 3'11 "4 3'11 "4 =4X7 1111.5X4 =4X4 D E F 12 5 1.5X4 C o SO B A8'1" I H G 16'9"9 8'11"1 3'114 1 8'11"1 12l '5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): 0.036 1 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.053 C 999 240 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.016 1 - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.021 1 Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TIC CSI: 0.364 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.843 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.304 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 1MMINth Left bottom chord exposed to wind. �' eFL�l , EPV • No, 648 % * • = It • AYE OF �• �. 0 LoFtS, 04/29/2021 3'11"4 16'9"9 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 699 /- /- /746 /490 /244 G 623 /- /- /598 /568 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 G Brg Width = 3.6 Min Req = 1.5 Bearings B & G 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 752 -1142 D - E 470 - 522 C - D 676 - 885 E - F 470 - 521 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -I 1042 -775 I- H 792 -621 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - I 635 - 378 H - F 716 - 645 D - H 230 - 413 F - G 530 - 585 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape tis drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167361 / HIPM Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T29 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34572 Truss Label: T47 JB / DF 04/29/2021 5'11"3 611 "3 10'11"1 4'11"14 1679 5'10"8 =4X7 1111.5X4 D E Li 12 5 o C4 M 7 N B IF, A Do Ll H G F 5'9"7 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Left bottom chord exposed to wind. 16'9"9 5'1"10 10'11"1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 5'10"8 16'9"9 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.043 H 999 360 VERT(CL): 0.060 H 999 240 HORZ(LL): 0.015 F - - HORZ(TL): 0.022 F Creep Factor: 2.0 Max TC CSI: 0.588 Max BC CSI: 0.570 Max Web CSI: 0.660 EW Ver: 20.02.00A.1020.21 No. 646 STATE OF i cOA # 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 699 /- /- /761 /463 /295 F 623 /- /- /621 /538 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 F Brg Width = 3.6 Min Req = 1.5 Bearings B & F 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 735 -1201 C - D 462 - 659 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1133 - 749 G - F 588 - 429 H - G 1123 - 744 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - C 383 - 237 D - G 708 -424 C - G 351 - 596 D - F 545 - 747 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracincc]] installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape tis drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167384 / COMN Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T50 / FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34963 Truss Label: T48 JB / DF 04/29/2021 3'4" 6'8" 3-4N 3,4N 'I - 4X4 12 C 5 � B D 4 E N 10,9" F - 2X4(A1) 1111.5X4 - 2X4(A1) 5'8" 1' 1, 34 3'4 3'4" 6'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.044 F 317 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.073 F 189 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.011 C - - Des Ld: 37.00 EXP: C Kzt: NA HORZTL ( ): 0.019 C Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.232 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.787 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Varies by Ld Case Max Web CSI: 0.039 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 7.67 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 6.67 BC: From 4 plf at 6.67 to 4 plf at 7.67 TC: 217 lb Conc. Load at 3.36 BC: 116 lb Conc. Load at 3.36 Wind Wind loads and reactions based on MWFRS. �► AS FL'''r+�I� Right cantilever is exposed to wind ■�■�^■■■■.0e Wind loading based on both gable and hip roof types. O `•■•• 1�('jEN`4,..�_ V/f No. 646 •% r ATE QF it c '93OR10P COA # ` NA%. 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 401 /- /- /- /238 /- G 569 /- /- /- /353 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 G Brg Width = 4.0 Min Req = 1.5 Bearings B & G 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 207 - 447 C - D 222 - 447 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 389 -168 F - D 774 - 334 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167362 / COMN Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T72 FROM: Qty: 3 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34121 Truss Label: T49 JB / DF 04/29/2021 3'4" 6'8" 3'4" 3'4" - 4X4 12 C 5 � B D iv A E 10,9„ F H 1��TTT 2X4(A1) III 1.5X4 - 2X4(A1) 6 41110 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. 3'4" 3'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 3'4" 6-8N 1 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.022 F 631 360 VERT(CL): 0.038 F 367 240 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G 321 /- /- /263 /170 /87 HORZ(LL): 0.008 C - - H 339 /- /- /282 /178 /- HORZ(TL): 0.009 C Wind reactions based on MWFRS Creep Factor: 2.0 G Brg Width = 7.6 Min Req = 1.5 Max TC CSI: 0.131 H Brg Width = 4.0 Min Req = 1.5 Max BC CSI: 0.339 Bearings G & H are a rigid surface. Max Web CSI: 0.031 Members not listed have forces less than 375# EW Ver: 20.02.00A.1020.21 STATE OF i tv COA #0ArAt!�, 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167364 / COMN Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T73 / FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34869 Truss Label: T50 JB / DF 04/29/2021 3'4" 6'8" 3'4" 3'4" 4X4 12 C 5 � "2M(Al) D �v�TTT 10,9„ H E .X2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. 4'8" 1' 3'4" 3'4" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): 3'4" 6-8N 1 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.023 F 609 360 VERT(CL): 0.036 F 388 240 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL G 332 /- /- /282 /172 /87 HORZ(LL): -0.009 C - - H 332 /- /- /128 /211 /- HORZ(TL): 0.011 C Wind reactions based on MWFRS Creep Factor: 2.0 G Brg Width = 4.0 Min Req = 1.5 Max TC CSI: 0.128 H Brg Width = 4.0 Min Req = 1.5 Max BC CSI: 0.325 Bearings G & H are a rigid surface. Max Web CSI: 0.032 Members not listed have forces less than 375# EW Ver: 20.02.00A.1020.21 STATE OF i tv COA #0ArAt!�, 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engineering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167365 / COMN Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T19 / FROM: Qty: 6 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1658.34762 Truss Label: T51 JB / DF 04/29/2021 11"14 3'3"8 5'7"2 6'7" r 11"14 2'3"10 2'3"10 11"14 =4X4 12 D 5 T 5�3X4 z3X4 III1.5X4 C E 1111.5X4 B F T A CO G V L K J I H 1111.5X4 =3X8 1111.5X4 1111.5X4 1111.5X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. 12 5'3„8 i ,� 1'0"8 2'S"6 2'S"6 1'0"8 5'8„14 �� �2 6'7"� — 10" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.009 F 999 360 Lu: NA Cs: NA VERT(CL): 0.011 B 918 240 Snow Duration: NA HORZ(LL): -0.004 F - - HORZ(TL): 0.005 F Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.108 TPI Std: 2014 Max BC CSI: 0.117 Rep Fac: Yes Max Web CSI: 0.026 FT/RT:20(0)/5(0) Plate Type(s): IVIEW Ver: 20.02.00A.1020.21 v\rnvF S FL E111,��'•.,��i' No. 64$ if • r ATE OFF c .•�L O R1�.• 04/29/2021 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL K 324 /- /- /226 /176 /87 1 324 /- /- /229 /175 /- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req = 1.5 1 Brg Width = 3.5 Min Req = 1.5 Bearings K & I are a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building lent Safety Information, bV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted oyherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or 1310, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pa e 1is drawino indicates acceptance of professional engpneering responsibility solelyor the design shown. The suitability and use of g is for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167321 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T56 FROM: Qty: 11 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.41677 Truss Label: J1 �JB / DF 04/29/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind 10'5"14 12 5 F77- 00 N CV � M B A 8-1„ D 5,8" 1' 5.8" Wind Criteria Wind Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): M Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.009 D HORZ(TL): 0.015 D Creep Factor: 2.0 Max TC CSI: 0.398 Max BC CSI: 0.304 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 >- L1tsS Na. WeS48 W1 VATE OF r` � COA #0 A14 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 285 /- /- /215 /139 /162 D 101 /- /- /58 /3 /- C 135 /- /- /88 /144 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�ris any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. AL NE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167370 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T61 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.43740 Truss Label: J2 �JB / DF 04/29/2021 12 C G r—� 2'6"8 1' 2'6"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 2.54 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.54 BC: 97 lb Conc. Load at 1.32 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): M Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0.080 Max BC CSI: 0.139 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 >- L1tsS Na. WeS48 W1 VATE OF r` � COA #0 A14 04/29/2021 9'2"4 00 8r 1 rr ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 227 /- /- /- /147 /- D 61 /- /- /- /9 /- C 60 /- /- /- /48 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. AL NE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167322 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T69 FROM: Qty: 3 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.48017 Truss Label: J3 �JB / DF 04/29/2021 12 C 5 � T LO A D 2X4(A1) 1' 2'7"1 2'7"1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.067 Max BC CSI: 0.046 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 �p►S FLEA s � � • No. 648 r � .q JQ1�E f?F �.►''•hl O R*mem1o*�11� rk 9'2"8 N 8' 1 If ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 178 /- /- /148 /93 /84 D 42 /- /- /24 /- /- C 51 /- /- /30 /58 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any' ny failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167323 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T70 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.50393 Truss Label: J3A �JB / DF 04/29/2021 V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 12 5 [:77- B 9'2"8 A `'n C;;��8'1" C 2X4(A1) J� 271 1' 8 2'8"9 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.001 C HORZ(TL): 0.002 C Creep Factor: 2.0 Max TC CSI: 0.079 Max BC CSI: 0.070 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 �p►S FLEPV EA s � � • No. 648 r � ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 97 /- /- /63 /39 /64 C 47 /- /- /30 /6 /- B 63 /- /- /42 /65 /- Wind reactions based on MWFRS A Brg Width = 1.5 C Brg Width = 1.5 B Brg Width = 1.5 Members not listed have forces less than 375# 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any' ny failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. AL NE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167324 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T22 FROM: Qty: 8 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.53303 Truss Label: J4 �JB / DF 04/29/2021 T 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 5'11"1 5'11"1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): C. Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.011 D HORZ(TL): 0.017 D Creep Factor: 2.0 Max TC CSI: 0.442 Max BC CSI: 0.337 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 ��►S FL E�� EN•� No. 648 r ATE GF r'r� COA #-AIA'L 107"3 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 294 /- /- /221 /143 /168 D 106 /- /- /61 /3 /- C 141 /- /- /92 /151 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any' ny failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167325 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T31 FROM: Qty: 7 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.54863 Truss Label: J5 �JB / DF 04/29/2021 C 12 10'2' 3 5 F:77- r r N � N B A 8,1„ D 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 4' 11 "1 4'11"1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.006 D HORZ(TL): 0.009 D Creep Factor: 2.0 Max TC CSI: 0.284 Max BC CSI: 0.220 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 ��►S FL E�� EN•� No. 648 r ATE GF r'r� COA #-AIA'L ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 258 /- /- /198 /127 /143 D 87 /- /- /49 /2 /- C 115 /- /- /74 /124 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any' ny failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167326 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T15 FROM: Qty: 6 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.57540 Truss Label: J6 �JB / DF 04/29/2021 9'9"9 O M (V B N AX$.1„ D = 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 4' 4' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): *i Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.003 D HORZ(TL): 0.004 D Creep Factor: 2.0 Max TC CSI: 0.169 Max BC CSI: 0.135 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 4 .o No. 648 a STATE OF o, S�1-o"A14! 0Rw coA #o ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 225 /- /- /177 /113 /120 D 70 /- /- /38 /1 /- C 91 /- /- /58 /98 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any' ny failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167327 EJAC Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T79 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1641.58940 Truss Label: J7 �JB / DF 04/29/2021 19 — 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 3'3"4 3'3"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): *i Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.001 D HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0.099 Max BC CSI: 0.083 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 4 .o No. 648 a STATE OF o, N�1-o"A14! 0Rw coA #o 12'1"15 10'9" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 200 /- /- /162 /102 /102 D 56 /- /- /30 /0 /- C 71 /- /- /44 /78 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any' ny failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167371 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T57 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.00300 Truss Label: K1 �JB / DF 04/29/2021 12 1UY11 3.54 M 00 N T M B s A 8' 1 D 2M(A1) 8'0"3 1'5" 8'0"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 D Des Ld: 37.00 C Kzt: NA HORZ(TL): 0.035 ID Building Code: NCBCLL: 0.00 Mean Height: 0.00 ft Mea Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.531 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.543 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-8-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types Additional Notes Provide (3) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. rP.N �+7 FQM 648 •': r ATE OFOswei• c �•t'•�iL O R1�P��'[� coA # f �Mt. 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 243 /- /- /- /152 /- D 111 /- /- /15 /- /- C 261 /- /- /- /231 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e 1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167372 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T48 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.01707 Truss Label: K1S �JB / DF 04/29/2021 J- 5"12 A- M 12 10'5"11 3.54 � M ao N A 8,1,. C 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 0.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 TY12 TY12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.013 C HORZ(TL): 0.025 C Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.890 TPI Std: 2014 Max BC CSI: 0.476 Rep Fac: No Max Web CSI: 0.000 FT/RT:20(0)/5(0) Plate Type(s): I VIEW Ver: 20.02.00A.1020.21 WAX/P Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-3-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (3) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 11111" V .••' r�EIV�fi•.���, No. 646 r ATE aF i• c COA #f 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 169 /- /- /- /99 /- C 100 /- /- /14 /- /- B 228 /- /- /- /206 /- Wind reactions based on MWFRS A Brg Width = 4.4 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e 1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167373 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T65 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.04630 Truss Label: K2 �JB / DF 04/29/2021 12 3.54 C 9,2„1 rn g Nt Q03 A $rlrr D = 2X4(A1) 3r7'r2 1 r5n TB 1 3'7"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D Des Ld: 37.00 MC Kzt: NA ean Height: 0.00 ft Mea HORZ(TL): 0.001 D NCBCLL: 0.00 TCDL: 4.0 psf Building Code: Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.061 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.040 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-6-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. W?1I� ��1++M�1 FL 4. *'. C► G, .,ENS • • Q� • • No. 64$ • 1 • a if • i ATE OF• a Q�t,•..t OR •• �ti��' *snow* 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 71 /- /- /- /49 /- D 20 /- /- /3/- C 44 /- /- /- /39 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e 1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167374 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T71 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.07180 Truss Label: K3 �JB / DF 04/29/2021 V Y 12 3.54 = 2X4(A1) A 37n15 V5° 37" 15 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D Des Ld: 37.00 MC Kzt: NA Mea ean Height: 0.00 ft HORZ(TL): 0.001 D NCBCLL: 0.00 TCDL: 4.0 psf Building Code: Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.066 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.044 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 2-7-1 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. W?1I� ��1++M�1 FL 4. *'. C► G, .,ENS • • Q� • • No. 64$ • 1 • a if • i ATE OF• a Q�t,•..t OR •• �ti��' *snow* 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 72 /- /- /- /49 /- D 21 /- /- /3/- C 46 /- /- /- /41 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e 1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167375 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JR&AX4Z7610010 T23 FROM: Qty: 2 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.08747 Truss Label: K4 JB / DF 04/29/2021 C 12 10'6"15 3.54 r` N N co B A8'1�� D 2X4(A1) 1'5" 8'4"8 8'4"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 0.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): 0.023 D HORZ(TL): 0.042 D Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.615 TPI Sid: 2014 Max BC CSI: 0.624 Rep Fac: No Max Web CSI: 0.000 FT/RT:20(0)/5(0) Plate Type(s): IVIEW Ver: 20.02.00A.1020.21 v\rnvF Lumber Top chord: 2x4 SP 2250f-1.9E; Bot chord: 2x4 SP #2; Loading Hipjack supports 5-11-1 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (3) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 111111111111811111th � •��•i4 EPV No. 648 f �►rE aF Os� Q R�Q.- �nAW. COA # 04/29/2021 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 261 /- /- /- /163 /- D 122 /- /- /16 /- /- C 287 /- /- /- /253 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req = 1.5 D Brg Width = 1.5 Min Reg = - C Brg Width = 1.5 Min Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint otiYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape 1is drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167376 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef: 1 X4Z761 0010 T32 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.12683 Truss Label: K5 �JB / DF 04/29/2021 T 3"13 C 12 10'1"15 3.54 ti N Q) B N A t 8-1 D 2X4(A1) 6'11 "8 1'5" r 6' 11 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 0.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Building Code: Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: No Loc. from endwall: NA FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-11-1 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.013 D HORZ(TL): 0.024 D Creep Factor: 2.0 Max TC CSI: 0.656 Max BC CSI: 0.401 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 a :S. F�o f No. 648 MA .$, STATE OF �`�1nArAt !i00001'�� COA # 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 176 /- /- /- /109 /- D 88 /- /- /8/- C 191 /- /- /- /170 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e 1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167377 HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T16 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.14500 Truss Label: K6 �JB / DF 04/29/2021 T 3 VY = 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 0.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Loading Hipjack supports 4-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 17 57' 14 57' 14 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): M Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.005 D HORZ(TL): 0.008 D Creep Factor: 2.0 Max TC CSI: 0.310 Max BC CSI: 0.189 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 >- L1tsS Na. WeS48 W1 VATE OF r` � COA #0 A14 04/29/2021 C 9'9e5 M O T N 811 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 147 /- /- /- /97 /- D 54 /- /- /7/- C 121 /- /- /- /107 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e 1is drawintq indicates acceptance of professional engpnearing responsibility solely Tor the design shown. The suitability and use of t�1is I for any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167378 / HIP_ Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T80 FROM: Qty: 2 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56505 Truss Label: K7 JB / DF 04/29/2021 F., VY 12 7 GA =2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 0.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Special Loads -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.41 to 32 plf at 0.00 TC: From 0 plf at 0.00 to 58 plf at 4.63 BC: From 0 plf at 0.00 to 21 plf at 4.63 TC: 40 lb Conc. Load at -1.41 Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4'7"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Sid: 2014 Rep Fac: No FT/RT:20(0)/5(0) Plate Type(s): El Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0.154 Max BC CSI: 0.064 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 >V - L 1tsS Na. WeS48 W1 STATE OF "go,'s COA #o -�a�. ' ;1LIP1.9 ► IRAI 5 12'1"11 co 00 - CV 10'9" ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 142 /- /- /- /97 /- D 30 /- /- /8/- C 73 /- /- /- /65 /- Wind reactions based on MWFRS B Brg Width = 10.8 Min Req = 1.5 D Brg Width = 1.5 Min Reg = - C Brg Width = 1.5 Min Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167312 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T14 FROM: Qty: 8 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56553 Truss Label: C1 �JB / DF 04/29/2021 12 5 F::7— C B T r M A D 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSI: 0.066 Max BC CSI: 0.009 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 �p►S FLEA s � � • No. 648 r � .q JQ1�E f?F �.►''•hl O R*mem1o*�11� :. • ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 148 /- /- /142 /99 /44 D 10 /-1 /- /15 /11 /- C - /-13 /- /30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/29/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any' failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawnc] or cover pa e I ts drawintq indicates acceptance of professional engineering responsibility solely Tor the design shown. The suitability and use of t�ris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167313 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T78 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56693 Truss Label: C1C �JB / DF 04/29/2021 12 5 F77- C B 117 9 � M A10,91, 2X4(A1) D 10'4"4 r � r 2'1„8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): -0.003 D 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): 0.004 D 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - - EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft HORZ (TL ): 0.002 D NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.073 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.006 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 20.02.00A.1020.21 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. **Fascia beam designed and furnished by others. Provide connection for reactions shown. I : M 11 STATE OF31 COA # 12AIM-toloo/ 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 60 /- /- /33 /36 AS D 15 /- /- /8/- C 63 /- /- /43 /59 /- Wind reactions based on MWFRS A Brg Width = 1.5 D Brg Width = 1.5 C Brg Width = 1.5 Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e irawintq indicates acceptance of professional engineering responsibility solely -for the design shown. The suitability and use of t�ris any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167314 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T13 FROM: Qty: 7 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56444 Truss Label: C2 �JB / DF 04/29/2021 12 C 31 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 D Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft HORZ (TL ): 0.001 D NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.077 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. ►J 'S FLI E1V�••...0 No. 64$ 1 . if • i ATE OF• a Q�t,•�t O R10.• �ti��' 04/29/2021 rk 9'4"9 M 8' 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 191 /- /- /156 /99 /95 D 50 /- /- /28 /0 /- C 63 /- /- /39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167411 / JACK Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T77 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56771 Truss Label: C2C �JB / DF 04/29/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; 12 C 5 T T rL co B A = 2X4(A1) E D 3' al 1' 3' Wind Criteria Wind Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 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 Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 plf at 3.00 BC: From 4 plf at -1.00 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 3.00 TC: 35 lb Conc. Load at -1.00 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes WIND LOAD CASE MODIFIED! 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: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Varies by Ld Case FT/RT:20(0)/5(0) Plate Type(s): 1� Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.042 D 330 360 VERT(CL): 0.069 D 203 240 HORZ(LL): 0.019 C - - HORZ(TL): 0.031 C Creep Factor: 2.0 Max TC CSI: 0.264 Max BC CSI: 0.486 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 ,�S F • No* B48 1 0% STATE OF Cif 0'•�L O R1p�ti��c' coa #o - 0 04/29/2021 12'0"9 10'9" ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E 374 /- /- /284 /242 /95 D - /-103 /- /98 /65 /- C 51 /- /- /33 /77 /- Wind reactions based on MWFRS E Brg Width = 4.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�ris any s Iucture is the responsibility of the Building -Designer per ANSINI 1 Sec.2. AL NE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167315 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T20 FROM: Qty: 4 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56599 Truss Label: C3 �JB / DF 04/29/2021 C 10'2"9 12 5 co N B N A 8,1„ D 5 1 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 D Des Ld: 37.00 EXP: C Kzt: NA HORZ (TL ): 0.010 D Building Code: NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.295 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.228 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord S FL •�. ,GENE014, No. 646 r ATE aF i• c sessee C A# f�Mt. 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 261 /- /- /199 /128 /145 D 89 /- /- /50 /2 /- C 117 /- /- /76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�1is any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167316 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T12 FROM: Qty: 9 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56458 Truss Label: C4 �JB / DF 04/29/2021 12 5 F::7- C B T r M A D 2X4(A1) 1, 1' eTe e 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft HORZ (TL ): 0.000 D NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.066 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.009 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. S1p�Yrl! V r�EIV�fi•.���, .••' No. 646 r ATE aF i• c �•t'•�iL O R1�P��'[� f�AM. C A# 04/29/2021 :. • ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 148 /- /- /142 /99 /44 D 10 /-1 /- /15 /11 /- C - /-13 /- /30 /30 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris I for any s Iucture is the responsibility of the Building -Designer per ANSI(TPI 1 Sec.2. AL NE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167317 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T11 FROM: Qty: 7 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56786 Truss Label: C5 �JB / DF 04/29/2021 12 C 31 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 D Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft HORZ (TL ): 0.001 D NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.077 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 1111011" S Ft �7 EIN�•.•••, .•.• • • No. 648 • A7E ©F i• ; 4R&fte 1p�'�` ' , apt COA #0 04/29/2021 rk 9'4"9 M 8' 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 191 /- /- /156 /99 /95 D 50 /- /- /28 /0 /- C 63 /- /- /39 /70 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris I for any s Iucture is the responsibility of the Building -Designer per ANSI(TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167318 / JACK Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T46 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56646 Truss Label: C5S JB / DF 04/29/2021 T 5"12 A- Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-16 TCDL: 7.00 Speed: 170 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Kzt: NA Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 4.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; 12 5 B 9'4"9 T A ~ 8'1" C 2X4(B1) Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 2'8" 2'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(CL): NA Snow Duration: NA HORZ(LL): -0.001 C HORZ(TL): 0.001 C Building Code: Creep Factor: 2.0 FBC 7th Ed. 2020 Res. Max TC CSI: 0.083 TPI Std: 2014 Max BC CSI: 0.061 Rep Fac: Yes Max Web CSI: 0.000 FT/RT:20(0)/5(0) Plate Type(s): IVIEW Ver: 20.02.00A.1020.21 v\rnvF S • FL1�'1e E111,�•'•.,��i' No. 64$ if • r ATE ®F� c .•�L O R1�.• 04/29/2021 ♦ Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 106 /- /- /68 /41 /6E C 48 /- /- /27 /- /- B 66 /- /- /43 /74 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req = 1.5 C Brg Width = 1.5 Min Reg = - B Brg Width = 1.5 Min Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS o require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, bVV TPI and SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have proper) attached structural sheathing and bottom chord shall have a properly d rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracinc] installed per BCSI sections B3, B7 or B10, cab -le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,, installation and bracingof trusses. A seal on this drawin or cover pape its drawino indicates acceptance of professional engpneering responsibilityy solelyor the design shown. The suitability and use of fhis for any s ructure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. ALPINE NE AN OW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167319 / JACK Ply: 1 Job Number: G8265 Cust: R 761 JRef:1X4Z7610010 T21 FROM: Qty: 3 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56552 Truss Label: C6 �JB / DF 04/29/2021 C 10'2"9 12 5 co N B N A 8,1„ D 5 1 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-16 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# TCDL: 7.00 Speed: 170 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(CL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 D Des Ld: 37.00 EXP: C Kzt: NA Mean Height: 15.00 ft HORZ (TL ): 0.010 D NCBCLL: 10.00 TCDL: 4.0 psf Building Code: Creep Factor: 2.0 Soffit: 2.00 BCDL: 4.0 psf FBC 7th Ed. 2020 Res. Max TC CSI: 0.295 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.228 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Fac: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/5(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 20.02.00A.1020.21 Wind Duration: 1.60 WAVE Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. ►J 'S FLI E1V�••...0 No. 64$ 1 . if • i ATE OF• a X•�tORQo�ti��' 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 261 /- /- /199 /128 /145 D 89 /- /- /50 /2 /- C 117 /- /- /76 /126 /- Wind reactions based on MWFRS B Brg Width = 7.6 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,ient Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for s�andard plate positions. Refer to job's General Notes page for additional information. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the conformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e I ts drawintq indicates acceptance of professional engpneering responsibility solely -for the design shown. The suitability and use of iris I for any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 SEQN: 167320 JACK Ply: 1 Job Number: G8265 Cust: R761 JRef:1X4Z7610010 T58 FROM: Qty: 1 /GROZA BUILDERS, INC. / /LA TORTUGA-GAM /MARTIRE RESIDENCE DrwNo: 119.21.1642.56537 Truss Label: C6S �JB / DF 04/29/2021 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Wind 5"12 1.9 10,2„9 5 10 CV A 8,1„ C -2X4(B1) Wind Criteria Wind Std: ASCE 7-16 Speed: 170 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 4.0 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 loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 4-8" 418" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std: 2014 Rep Fac: Yes FT/RT:20(0)/5(0) Plate Type(s): Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(CL): NA HORZ(LL): -0.005 C HORZ(TL): 0.007 C Creep Factor: 2.0 Max TC CSI: 0.292 Max BC CSI: 0.214 Max Web CSI: 0.000 EW Ver: 20.02.00A.1020.21 a ....F�E�f XGENS.,,,.'.,�, No.;(548 r .$, STATE OF t�#"'�.; �l O Ri!i0000 e•'"+ �`�1nArAt '�� COA # 04/29/2021 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 181 /- /- /117 /75 /116 C 86 /- /- /49 /- /- B 117 /- /- /77 /128 /- Wind reactions based on MWFRS A Brg Width = 3.6 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ile. Apply Iates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 6OA-Z for s�andard plate positions. Refer to job's General Notes page for additional information. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the iformance with ANSI/TPI 1, or for handling, shipping,. installation and bracing of trusses. A seal on this drawinc] or cover pa e irawintq indicates acceptance of professional engpneering responsibility solely Tor the design shown. The suitability and use of t�ris any s Iucture is the responsibility of the Building -Designer per ANSIRI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement Method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. 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 Reinforecement 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 2-2x4OK) 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6( T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T-Reinforcement Or T-Reinf, L-Reinforcement: or L-Reinf, 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 10d 0.128'x3.0',min) nails at 6' o.c, Reinforcing member is a minimum 80% of web member length. AM ••WARNINOM READ AND FDLLDW ALL MTES ON THIS DRAvnaa r : AWWEI tTANTa Fl1RNISH THIS DRAWD7G TD ALL CRiTRACTORS INCLUDING THE INSTALLER • T C L L PSF * REF CLR S u b s t, DATE 01/02/19 ALPINE AN TW COMPANY 514 Earth City Expressway Suite 242 Trusses require extreme care In fabricating, handling, shipping, InstalUng and brncIng. Refn follow the latest edition of BCSI (Building Component Safety Information, by TPI anI SBCA> f s } temporary bracing BCSI. • these functions. Installers shall structural practices prior to wise, top Unless noted otherwise, top chord shall have properly attached structural sheathing and bo o shall have a properly attached rigid telling. Locations shown for permanent lateral restrain • J or BIB, as unlessapplicable.no Apply plates to ea shall have bracing Installed per BCSI sections the of truss and position as shown above and on tMe Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviatb this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shippin Instollatlon 6 bracing of trusses. A seat on this drawing or cover page Ustig this drawing, Indicates acceptance of professional erngIneerlrg responslbWty solely for the design shorn. The sWtob�ity and use of this dmwIng for any s k the respornsB�Rlty of the Bukdkg Designer per ANSLTPI 1 Sec.P— • • TC DL PSF A7E OF �+ $C DL PSF ��QR�pP,�' , BC LL PSF •~•'rN�••diB �, TOT. LD, PSF DUR, FACE DRWG BRCLBSUB0119 Earth City, MO 63045 For more Information see this Job's general notes page and these web sites, ALPINE, www.alpineitw.comi TPI1 www.tpinst.org; SBCA, www.sbcindustry.orgi ICC, wwwJccsafe.org SPACING Gable Stud Reinforcement Detail ASCE 7-161 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade P 9 No Braces (1) lx4 'L' Brace Ill (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace Ill (2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U S P rr #1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13' 3' 13' 9' #3 3' 4' 5' 1' 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' 1' 13' 7' H F Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 1 8' 4' 8' 8' 10' 6' 11' 3' 13' 1' 13' 7' Q Standard 3' 4' 4' 4' 4' 7' 1 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' #1 3' 8' 6' 1' 6' 4' 7' 2' 7' 5' 8' 6' 8' 10, 11' 3' 11' 8' 13' 4' 13' 11' J S P #2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' ill 1' 11' 7' 13' 3' 13' 9' (U r D r L #3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' 8' Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' 8' Standard 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12' 3' U #1 / #2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 0' QJ _ U O S P P u r I� r #3 3' 10' 6' 2' 7' 2' 1 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0' Standard 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' ill 11' 1' ill 11' 14' 0' 14' 0' #1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12' 11' 13' 5' 14' 0' 14' 0' S P #2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 0' #3 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' ill 8' 12' 6' 14' 0' 14' U' (1)1 D rr L Stud 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' ill 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 0 d S P P #1 / #2 4' 5' 7' 7' 7' 10, 8' 11' 9' 3' 9' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' 14' 0' U I. I P Stud 4' 3' 7' 1' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' 14' 0' O I�I Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10, 11' 12' 10' 13' 9' 14' 0' 14' 0' X S P #1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' ill 0' 13' S' 14' 0' 14' 0' 14' 0' r -d D P L Stud 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5 14' 0' 14' 0' 14' 0' Standard 4' 3' 5' 8' 6' 1' 7' 7' 8' 1' 10' 3' 10' 11' 11' 11' 12' 9' 14' 0' 14' 0' Diagonal brace options vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 775# at each end. Max web total length Is 14'. Vertical length shown In table above, Jymm About 18' 'L' Brace End Zones, typ, 2x6 DF-L #2 or better diagonal r braced single 8, or double cut II (as shown) at 1 upper end. Connect diagonal at midpoint of vertical web. I ' Refer to chart k "WARNNpa READ AND FOLLOW ALL NOTES ON THIS BRA wwDIPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS ICLUDDdG TIE DSTALLER Trusses require extresx care In fabricating, handling, shipping, Installing and bracing. Ref foltow the latest edition of SCSI (BuRtlirg Component Safety Information, by TPI and SBCA> f sc practices prior to performing these functions. Installers shall provide temporary bracing B Unless noted otherwise, top chord shall have properly attached structural sheathing and bo I shad have a properly attached rigid ceNing. Locations shown for permanent lateral restrain f shall have bracing Installed per BCSI sectlons B3, or BIB, as applkable. Apply plates to ea LPI N E of truss and position Joint Details, uess noted otherwise. unless Refer to drawings t60A-Z shown above and on the -Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviatd this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipl AN ITW COMPANY Installatlon S. bracing of trusses. A seal on this drawing or cover page Ustlrng this drawing, indcntes acceptance of professional 514 Earth City Expressway engheering responsbOty solely for the design shorn. The sultabllity and use of this drawing suite 242 for any structure k the responsblUty of the Bu0.tlng Designer per ANSI/TPI I Sect. Earth City, MO 63045 For more information see this Job's general notes page and these web sites, ALPINE, www.alpineitw.cont TPI, www.tpinst.orgl SBCA, www.sbcintlustryargi ICG wwwJccsafe.org Z • 'E OF r p_ Qss.V* :Rwsliso AlL Bracing Group Species and Grades: Group A: S ruce-Pine-Fir Hem -Fir #1 / #2 Standard #2 Stud #3 Stud #3 IStandard Dou las Fir -Larch Southern Pinewww #3 #3 Stud Stud Standard I Standard Group B: Hem -Fir #1 & Btr #1 Do" u I. Fir -Larch Southern Pinewww #1 #1 #2 #2 ix4 Braces shall be SRB (Stress -Rated Board). wwFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3.0' min) nails. )K For (1) 'L' braces space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces: space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length, Gable Vertical Plate Sizes + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Vertical Len th No Splice Less than 4' 0' 2X3 Greater than 4' 0', but 4X4 less than 10' 0' MAX. TOT, LD, 60 PSF MAX, SPACING 24,0' REF ASCE7-16-GAB18015 DATE 01/26/2018 DRWG A18015ENC160118