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HomeMy WebLinkAboutTrussMiTek' RE: J43061 MiTek USA, Inc. Reed Guest House 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Telese Builders Project Name: J43061 Lot/Block: Model: . Address: I`�r��RTl.Eufovp Subdivision: . City: PSL State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 [All Heights] Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 16 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T23961588 A01 5/13/2021 2 T23961589 A02 5/13/2021 3 T23961590 A03 5/13/2021 4 T23961591 A04 5/13/2021 5 T23961592 A05 5/13/2021 6 T23961593 A06 5/13/2021 7 T23961594 A07 5/13/2021 8 T23961595 A08G 5/13/2021 9 T23961596 ZCJ 1 5/13/2021 10 T23961597 ZCJ3 5/13/2021 11 T23961598 ZCJ5 5/13/2021 12 T23961599 ZCJ7 5/13/2021 13 T23961600 ZEJ9 5/13/2021 14 T23961601 ZEJ9A 5/13/2021 15 T23961602 ZHJ9 5/13/2021 16 T23961603 ZHJ9A 5/13/2021 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by East Coast Truss. ,,,����������►����i ,%� �JLtUS CFF ,, i��i,, Truss Design Engineer's Name: Lee, Julius � .,��G E N 5�.,•• My license renewal date for the state of Florida is February 28, 2023. • Florida COA: 6634 No 69 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters %-:0 ' W shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek ATE OF : ��0 ••� A, z customers file reference purpose only, and was not taken into account in the preparation of .• ��,� these designs. MiTek has not independently verified the applicability of the design �,� tSSi ' • • • • • �� % parameters or the designs for any particular �l ;III should verify applicability of design parameters and properlrly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 May 13, 2021 1 of 1 Lee, Julius FILE COm" Job Truss Truss Type City Ply Reed Guest House T23961588 J43061 A01 HIP 1 1 Job Reference (optional) East Coast I russ, Ft. Fierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 12:23:03 2021 Page 1 ID:JC_K9T9G3gknrEBMelOXAJzym7p-OVYOd6snVIIZnGN8soN_sfpwl vjwBJmLzi8uyXzGvy6 2.2-8 8-10-8 13.10.13 19.10-3 24.10-8 31-6-8 33.9.0 2-2-8 6.8.0 5.0-5 5-11.6 6-0.5 6-8-0 2-2-8 MWFRS WIND DESIGN METHOD USED EXCLUSIVELY AS SPECIFIED BY ENGINEER OF RECORD. TYPICAL FOR ALL TRUSSES IN THIS JOB. 3x4 = 5x5 = 3x4 = 3x4 = 5x5 = 5.00 12 3 4 23 24 5 6 7 3x4 = 2x4 II 5x8 = 4x4 = 3x4 = 4x4 = 5x8 = Scale=1:57.4 9 I� 2x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.11 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.29 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT)' 0.06 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-16,8-10: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 10=0-8-0 Max Horz 16=103(LC 7) Max Uplift 16=-335(LC 8). 10=273(LC 8) Max Grav 16=1519(LC 1),10=1519(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1997/368, 3-4=-1776/373, 4-5=2411/478, 5-7=-1776/383, 7-8=-1997/378 BOT CHORD 13-15=366/2350, 11-13=369/2350 WEBS 2-16=1413/363, 2-15=-262/1658, 3-15=0/413, 4-15=-807/164, 5-11=-808/156, 7-11=-3/413, 8-11=223/1658, 8-10=14131332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Expi B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=335, 10=273. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. O'Jus No 34869 *;• ;ire do 00 r Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ob Truss Truss Type Qty Ply Reed Guest House T23961589 43061 I A02 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 12:23:04 2021 Page 1 I D: J C_K9T9G3g knrE8MelOXAJzym 7p-U i6m rSsPG3tQ PQ yLQVu DO1M 71J2xwohVC M uS U2zGvy5 r 2-2-8 1-1198 08 IQ3-5%8 17-10-8 2110-8 22i 8 , 3390 22.8 7.0-0 4-55 :N , Scale = 1:58.4 4x10 = 3x4 = 4x8 = 5.00 R-2 4 27 5 6 3x4 = 2x4 II 74 2x4 II 4x8 = 3x4 = 3x6 = 3x4 = 1-10-8 2 2 3-11-8 10.10-8 17-10-8 8-1 22-10-8 31-0-8 31 1-833-9-0 1-10-8 V. 6-11-0 7-0-0 1-0-0 4-0-0 8-8-0 Plate Offsets (X,Y)—[2:0-3-4,0-2-01,[4:0-6-0,0-1-121,[6:0-5-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udef1 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.16 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.42 15-17 >831 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-13: 2x4 SP No.3, 2-20: 2x6 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-10 12-15: 2x4 SP No.2, 8-10: 2x6 SP No.3 REACTIONS. (size) 20=0-8-0, 10=0-8-0 Max Horz 20=126(LC 6) Max Uplift 20=317(LC 8), 10=267(1_C 8) Max Grav 20=1563(LC 1), 1 0=1 532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2722/419, 34=2487/433, 4-5=2631/508, 5-6=2563/493, 6-7=1914/374 BOT CHORD 2-18=330/2533, 17-18=-327/2527, 15-17=272/2220, 5-15=-486/164, 10-12=260/1620, 2-20=1521/335 WEBS 3-17=-405/103,4-17=01371,4-15=78/589, 12-15=-13311672, 6-15=-180/1208, 6-12=363/64, 7-1 0=-1 911/366, 8-10=27811130 NOTES- 1) Unbalanced live loads have been for this design. `t%J111111111j1 1I1� roof considered 2) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; �� % g c N gust) eave=8ft; %% E N Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber ,�� .•'& •'•� DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = [\J O 34869 S to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) • �(/,� 20=317, 10=267. T� •• Q P: �_,. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum O R 1 S •'•., • • •..• ` sheetrock be applied directly to the bottom chord. • , Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 ® WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Guest House T23961590 J43061 A03 HIP 1 1 Job Reference (optional) Cast UOast I russ, Ft. t-ierce, t-L - 34`J48, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 12:23:05 2021 Page 1 ID:JC_K9T9G3gknrE8MelOXAJzym7p-yug92ot21 N?H1 aXX_DPSx4uIBjNBfCeeQOd?l PzGvy4 3-11-8 &5-0 12-10-8 17-10.8 22 10-8 26.0-15 31-6-8 33-9-0 1-9-0 ' 45-8 4-5-8 5.0.0 3.OA 5-2-7 5.5.9 2-2-8 5.00 12 4x8 = 2x4 11 4x8 = Scale = 1:56.8 2x4 II 2x4 II 4x10 = 5x5 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.17 21-22 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.43 21-22 >819 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.14 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS � I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-17: 2x4 SP No.3, 2-24: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 16-19: 2x4 SP No.2, 11-13: 2x6 SP No.3 REACTIONS. (size) 24=0-8-0, 13=0-8-0 Max Horz 24=150(LC 7) Max Uplift 24=319(LC 8), 13=269(LC 8) Max Gram 24=1560(LC 1), 13=1528(LC 1) FORCES. (lb) -:Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2660/313, 3-4=2663/357, 4-6=2204/418, 6-7=-2097/442, 7-8=2069/435, 8-1 0=1 817/381, 10-11=19551367 BOT CHORD 2-22=-235/2523, 21-22=-339/2346, 19-21=-215/1988, 7-19=318/100, 15-16=254/1738, 2-24=1518/336 WEBS 4-22=56/338, 4-21=-485/143, 6-21=9/465, 6-19=-55/269, 16-19=167/1652, 8-19=-138/1092, 8-16=-546/62, 10-15=258/102, 11-15=263/1762, 11-13=1412/304 NOTES - PLATES GRIP MT20 244/190 Weight: 191 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 17-19 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 24=319, 13=269. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■���, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH quality Criteria, DS13-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Reed Guest HouseT23961591 THrUP" J43061 A04 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1312:23:07 2021 Page 1 ID:JC_K9T9G3gknrE8MelOXAJzym7p-vGovTUvIY_F7Guhv5eSWOV_eTX5u769xuK665lzGvy2 r 2tl) 3-11-84�2r7 9-6-8 14-10.8 17-10.8 18.10.✓a 25.3.5 31-6.8 33.9-0 2-2i 8 00. - 5 5.4.1 5-4-0 3.0.0 1.0.0 6.4-13 6-3.3 2-2-8 5.00 12 4x8 = 4x6 = 23 — 4x4 = 1fi 15 14 '� 12 2x4 II 1x4 II 6x8 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 2-23: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 10-12: 2x6 SP Nc.3, 14-17: 2x4 SP No.2 REACTIONS. (size) 23=0-8-0, 12=0-8-0 Max Horz 23=173(LC 6) Max Uplift 23=-318(LC 8), 12=269(LC 8) Max Grav, 23=1560(LC 1), 12=1529(LC 1) Scale=1:66.8 CSI. DEFL. in (loc) VdeO L/d PLATES GRIP TC 0.44 Vert(LL) -0.11 16 >999 240 MT20 244/190 BC 0.73 Vert(CT) -0.24 18-19 >999 180 WB 0.67 Horz(CT) 0.14 12 n/a n/a Matrix -AS Weight: 193 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2639/380, 34=2559/455, 4-6=1979/399, 6-7=1759/397, 7-9=1985/398, 9-10=20111/376 BOT CHORD 2-21=294/2544, 19-21=291/2538, 18-19=-307/2323, 17-18=-170/1764, 2-23=1518/336, 7-17=27/420 WEBS 3-19=284/134, 4-19=0/253, 4-18=715/161, 6-18=-43/470, 9-14=443/142, 10-14=-255/1757, 10-12=-1407/313, 14-17=-261l1624 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=318, 12=269. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 1111111111,, .` ..v\O E N & * 34869 r = ,, %` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall i�Y�• building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTeik� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Crireda, QSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 J43061 ROOF SPECIAL Ply I Reed Guest House T23961592 East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1312:23:08 2021 Page 1 ' ID:JC_K9T9G3gknrE8MelOXAJzym7p-NTMHhgwwJlNsu1 G6fLz9ZjWoEwQisWD47_sfdkzGvyl 4-0-12 2-2-8 3-11-8 10-5-0 16-10-8 i7-10$ 247.2 31�i-8 33-9-0 2-2-8 1-9-0 0. 4 6-44 6-5-8 1-0-0 6$9 6-11-7 2-2-8 Scale = 1:55.0 4x6 = 5.00 12 zxa II rx" II 6x8 = 2x4 II 4-0-12 18-10-8 1-1D-8 2r2-8 3-11-8 10-5-0 16-10-8 f7-10.8 24-7-2 31-6-8 31r10-8 3 `__o 1-10-8 o4-b 1-9-0 0.Y4 644 6.5.6 1-0-0 . 5-8-10 6-11-7 1-10-8 , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.12 16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.26 16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.16 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 196 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 7-15: 2x4 SP No.3, 2-23: 2x6 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 *Except* 14-17: 2x4 SP No.2, 10-12: 2x6 SP No.3 REACTIONS. (size) 23=0-8-0, 12=0-8-0 Max Harz 23=196(LC 7) Max Uplift 23=317(LC 8), 12=267(LC 8) Max Grav 23=1563(LC 1). 12=1 532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2690/379, 3-4=-2535/448, 4-6=1804/374, 6-7=11723/390, 7-9=-2006/402, 9-10=-2028/376 BOT CHORD 2-21=301/2621, 20-21=296/2614, 18-20=-294/2275, 17-18=-171/1767, 7-17=-54/370, 2-23=1521/335 WEBS 4-20=0/301, 4-18=858/197, 6-18=178/1001, 7-18=559/132, 14-17=244/1640, 9-14=-454/137,1(3-14=230/1691,10-12=-1407/327,3-20=-385/130 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 23=317. 12=267. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 41 _IU S. OFF I��I No 34869 Eto�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. -- Design valid for use only with MiTekli connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall HT 1, building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnformaflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Reed Guest HouseT23961593 TH, J43061 A06 1 1 Job Reference o lional test coast I russ, Ft. Pierce, FL - 34945. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 12:23:09 2021 Page 1 ID:JC_K9T9G3gknrE8MelOXAJzym7p-rfvfuAwY4bVjVBrID2UO5w3s1 KmlbOAELebDAAzGvyO r 2.2-8 7•&t 12-10.8 2L)- 26-0-15 31-6-8 33.9•o ' 2-2-8 ' S-5.9 ' 5-2-7 ' 8-0-0 5.2-7 5.5.9 2-2.8 R 5.00 12 5x6 = 6x6 = 25 26 6 18 17 .- 15 —' 14 "' 12 11 2x4 II 5x5 = 4x4 = 3x8 = 5x5 = 2x4 II LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-18,9-11: 2x6 SP No.3 REACTIONS. (size) 18=0-8-0, 11=0-8-0 Max Horz 18=-150(LC 6) Max Uplift 18=335(1_10 8). 11=273(LC 8) Max Grav 18=1680(LC 13). 11 =1 673(LC 14) Scale = 1:55.9 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.95 Vert(LL) -0.1614-15 >999 240 MT20 244/190 BC 0.71 Vert(CT) -0.33 14-15 >999 180 WB 0.70 Horz(CT) 0.05 11 n/a n/a Matrix -AS Weight: 180 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) Or less except when shown. TOP CHORD 2-3=2150/360, 3-5=2026/387, 5-6=1812/388, 6-8=-1998/390, 8-9=-2140/373 BOTCHORD 15-17=-245/2013, 14-15=-192/1871, 12-14=258/1892 WEBS 2-18=1504/344, 2-17=-301/1880, 3-17=-265/102, 5-15=0/377, 6-14=0/339, 8-12=261/95, 9-12=265/1871, 9-11 =1 500/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=335, 11=273. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. JS �.� .•'� G E N g ��i V 4S' ii :• No 34869 r � 0 ASS, •• ...•���� "ON Al•• n� o Julius tee PE No34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �`• building design. Bracing indicated is to prevent buckling of individual W ss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Guest House T23961594 J43061 A07 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 12:23:10 2021 Page 1 ID:JC_K9T9G3gknrEBM elOXAJzym7p-J rT25VxArvda7LQ Umm?de8c97 k6gKTFNal Lm idzGvy? i 5-7-1 10.10.8 18.10-8 22-10.8 28.1-15 33.9-0 5-7-1 r 5-:57 6.0.0 6-0_0 5.3.7 5-7-1 Scale = 1:57.4 4x8 = 1x4 II 4x8 = 5.00 F1-2- 4 23 5 24 6 3x4 = 3x6 — 3x4 = 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-16,8-10: 2x6 SP No.3 REACTIONS. (size) 16=0-8-0, 10=0-8-0 Max Horz 16=126(LC 7) Max Uplift 16=335(1_10 8), 10=273(LC 8) Max Grav 16=1519(LC 1),10=1519(LC 1) CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.41 Vert(LL) -0.13 15-16 >999 240 MT20 244/190 BC 0.72 Vert(CT) -0.28 15-16 >999 180 WB 0.65 Horz(CT) 0.08 10 n/a n/a Matrix -AS Weight: 178 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1918/379, 4-5=-2050/454, 5-6=2050/454, 6-7=-1918/365 BOT CHORD 15-16=238/1481, 13-15=-212/1706, 11-13=-218/1706, 10-11=-257/1481 WEBS 3-15=26/344, 4-13=-98/525, 5-13=458/153, 6-13=-91/525, 7-11=26/344, 3-16=1878/435, 7-10=1878/400 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=335. 10=273. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. OOUS1 No 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �• building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?p/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnfotmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Reed Guest House T23961595 J43061 A08G HIP GIRDER 1 1 Job Reference (optional) ❑asi coast 1 russ, R. Pierce, rL - 34`d4b, 8.430 s Apr 20 2021 Mrrek industries, Inc. Thu may 13 12:23:12 2021 Pagel ID:JC_K9T9G3gknrE8MelOXAJzym7p-FEboWBzRN WtlMfatuBl5jZhMWYlboMygl cgt[VzGvxz i 2-2-8 8-10.8 13-10-13 19-10.3 24.10-8 31-6.8 33-9-0 ' 2.2.8 ' 6-8-0 ' 5•0•5 5.11.6 5.0.5 6-8-0 2.2.8 Scale = 1:58.5 NAILED Special 3x4 = 5x5 = NAILED NAILED Special NAILED 3x4 = NAILED NAILED 3x4 = NAILED 5x5 = 5.00 12 3 23 24 4 25 26 27 5 6 28 7 m N 4 9 I� 29 14 "3U 31 13 3Z 33 12 34 -- '- 3x4 = 2x4 II 7x8 = 4x8 = NAILED 3x4 = NAILED 4x8 = 7x8 = 2x4 II 3x4 = Special NAILED NAILED NAILED NAILED NAILED Special "Special" indicates special hangers) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. LOADING (psf) SPACING- 2 0 0 CS1. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.20 11-13 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.50 11-13 >708 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 31 *Except' 3-6: 2x4 SP No.1, 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 2-16,8-10: 2x6 SP No.3, 2-15,8-11: 2x4 SP No.2 REACTIONS. (size) 16=0-8-0, 10=0-8-0 Max Horz 16=103(LC 23) Max Uplift 16=682(LC 8), 10=620(LC 8) Max Grav 16=2535(LC 29), 10=2535(LC 30) 33-9-0 PLATES GRIP MT20 244/190 Weight: 170 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 1 Row at micipt 4-15. 5-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3979/1010, 3-4=3666/972, 4-5=4931/1242, 5-7=3667/981, 7-8=-3980/1019 BOT CHORD 15-16=86/290, 13-15=1154/4824, 11-13=1158/4805 WEBS 2-16=-2453/696, 2-15=828/3460, 3-15=124/936, 4-15=1567/410, 4-13=0/398, 5-13=0/396,5-11=1568/403,7-11=127/936,8-11=-798/3463,8-10=-2452/665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) 16=682, 10=620. 8) "NAILED" indicates 3-10d (0.148"xT) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 lb down and 236 lb up at 8-10-8, and 312 lb down and 236 lb up at 24-10-8 on top chord, and 340 lb down and 104 lb up at 8-10-8, and 340 lb down and 104 lb up at 24-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 0ouSr Cee i . No 34869 S •• Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Mav 13.2021 :ontinued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component not �a a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Guest House T23961595 J43061 A08G HIP GIRDER 1 1 Job Reference o tional cast coast I russ, rt. rterce, rL - 44V4b, 8.430 s Apr 2D 2021 MiTeK Industries, Inc. Thu May 13 12:23:12 2021 Page 2 ID:JC_K9T9G3gknrE8MelOXAJzym7p-FEboWBzRNMIMfatuBl5jZhM WYlboMygl cgtlVzGvxz LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=70, 3-7=70, 7-9=70, 17-20=-20 Concentrated Loads (Ib) Vert: 3=-190(B) 6=130(B) 7=190(B) 15=-216(B) 13=-44(B) 11=-216(B) 23=-130(B) 24=-130(8) 25=130(B) 26=130(B) 27=-130(B) 28=130(B) 29=-44(B) 30=-44(B) 31=-44(B) 32=44(B) 33=44(B) 34=-44(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual bulding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing iVliTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Type Qty Ply Reed Guest House FZcujsls T23961596 J43061 JACK -OPEN 8 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 12:23:13 2021 Page 1 ID:JC_K9T9G3gknrE8MelOXAJzym7pjQ9AkXz38q?9_p83RuZKGmDluxHlX 5pGGZQlyzGvxy 0-11-4 0-11.4 Scale = 1:7.3 2x3 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED AT BEARINGS TO RESIST MAX. UPLIFT LOADS AT ITS CANTILEVERED END(S). AND MAX HORZ. REACTIONS SPECIFIED BELOW. 0-11 4 0-11 4 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=66(LC 1), 3=66(LC 1) Max Uplift 3=39(LC 8) Max Grav 3=83(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss Component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom t%J11 111 11111I11 cJ chord and any other members. 6) Refer to girder(s) for truss to truss connections. ,�`ILJ ��1.*/r , 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. `� ,�� ,•'� Ci E N'S'•. �i� F i No 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East,Bivd. Tampa FL 33610 Date: May 13,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19l2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 b Truss Truss Type Qty Ply Guest HouseT23961597 �Jo FRebed 43061 ZCJ3 JACK -OPEN 8 1 Reference (optional) ` taSt l:oast I fuss, F[. Nlefce, FL - 3494s, 2-11-4 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 12:23:13 2021 Page 1 ID:JC_K9T9G3gknrE8Mel0XAJzym7p-jQ9AkXz38g19_p83RuZKGm DakxHfXz3pGGZQIyzGvxy Scale = 1:11.5 2.6.8 2�-8 2-11-4 0-4-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.02 4 >475 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.03 4 >276 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-8-0 Max Horz 5=43(LC 8) Max Uplift 3=-298(LC 1), 5=202(LC 8) Max Grav 3=98(LC 8), 5=558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=541/196 NOTES- 1) Wind: ASCE 7-16; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is zes to account for these increase plate theresponsibility or 4) truss has designed ffor a bottom ,,' , ' 10.0 psf chord d live load nonconcurrentowith any other live loads. 5) • This truss has been designed for a live load 20.Opsf the bottom in 3 6 0 tall by 2-0 0 ♦,US„I ,3L of on chord all areas where a rectangle wide will fit between the bottom ,�� •\• E •''• chord and any other members. Refer G N VSF•'•• 6) to girder(s) for truss to truss connections. `�� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 34869 •: 3=298, 5=202. = * :. * - .{� r <v�. Off. P Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■�iii�9 j building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lntormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Guest House J43061 ZCJS JACK -OPEN 8 1 T23961598 r-__. ___.._.__ _. _._._ Job Reference (optional) 6.43U s Apr 2U 2021 MiTek Industries, Inc. Thu May 1312:23:14 2021 Page 1 I D: J C_K9T9G3gknrE8MelOXAJzym7p-BdjYxt_hv87?cyj G?c4Zo_mrDLZO GRgzVwJ_gOzGvxx 4-11.4 4-11-4 Scale = 1:15.6 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress InCr YES WB 0.03 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=74(LC 8) Max Uplift 3=30(LC 8), 4=-9(LC 1), 5=121(LC 8) Max Grav 3=62(LC 13). 4=20(LC 3), 5=401(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=270/103 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=121. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top Chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦♦�1111111►IIII ,♦♦♦♦♦��jL1US CF�����i 34869 ••� i���'i1►I6 N AX•��,�♦ ♦♦ Julius Lee PE 110:34869 ll USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. -- Design valid for use only with M7ek8 connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall AiTek" building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members onty. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Reed Guest House rZCJ7]JACK T23961599 J43061 -OPEN 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x3 11 6-11-4 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1312:23:15 2021 Page 1 I D: J C_K9T9 G3g knrE8M eIOXAJzym7p-gpHx9D?Jg RFsE61SZJboLBJ_Xlvl?uw6ka2XMgzGvxw n 0 d A Scale = 1:20.5 1-10 8 1-10 8 2-2-6 6-11-4 4.8-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=104(LC 8) Max Uplift 3=-63(LC 8), 5=-118(LC 8) Max Grav 3=144(LC 13), 4=73(LC 3). 5=456(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-355/145 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for live load `,��111111►���, ♦♦♦♦ ��1U.S C� f�,' a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ........ ♦ J .... � I, ��•• will fit between the bottom chord and any other members.♦♦ 6) Refer E N S4$' .00 to girder(s) for truss to truss connections. :�� V� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Qt=lb) No 34869 • 5=118. • 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .4 0 R I �� ♦�. ON At. Julius Lee PE. No,34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not -�•�1YCq a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPl7 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ►Job Truss Truss Type City Ply Reed Guest House T23961600 J43061 ZEJ9 JACK -OPEN 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1312:23:15 2021 Page 1 ID:J C_K9T9G3gknrE8MelOXAJzym7p-gp Hx9D?JgRFsE61SZJbo LBJttIrC?uk6ka2XMgzGvxw 4-5-5 8-10-8 4-5-5 4-5-3 Scale = 1:24.6 2x3 11 ' 1-10-8 04-0 1-6-12 5-14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.07 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.16 4-5 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-6: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-8-0 Max Horz 6=133(LC 8) Max Uplift 3=-86(LC 8), 6=-122(LC 8) Max Grav 3=214(LC 13). 4=11 O(LC 3), 6=529(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-450/78 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 6=122. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,�111i11U��% w-lus LFF it .•�,aIn E NSA•. . i '' • 34869 i<�• OR I'\���` •,��SA .ON Al. �?� % Nrin1111% Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. * Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply Reed Guest House [ZEJs9A �MONOPITCH T23961601 J43061 10 1 Job Reference (optional) East toast truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1312:23:16 2021 Page 1 ID:JC_K9T9G3gknrE8MelOXAJzym7p-8?rJMZOxRINjrGte7161 uPrAJ9GhkL?GyEo5uGzGvxv 4-3-5 8-6-8 4-1-5 4-3-3 2x3 11 3 2x3 II Scale=1:24.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.14 4-5 >542 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.11 4-5 >647 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 rue n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 "Except' 2-5: 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 6=0-8-0 Max Horz 6=165(LC 7) Max Uplift 4=147(LC 5), 6=233(LC 8) Max Grav 4=239(LC 1), 6=509(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-440/126 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=147, 6=233. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,�{{i1111111I,I •.... •'�: F� No 34869 Julius Lee PE No,34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. -- • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Reed Guest House T23961602 J43061 ZHJ9 DIAGONAL HIP GIRDER 2 1 I Job Reference (optional) casr wasr , russ, rr. rrurce, rL - a4a40, tf.43U 5 Apr ZU ZUZI MI I eK Industries, Inc. Thu May 13 12:23:17 2021 Page 1 I ID:JC_K9T9G3gknrE8MelOXAJzym7p-cCOhZvl ZC3VaTQSggkdGQcOKyZRGTkQPBuXeRjzGvxu 3-1-2 7-7`12 12-5-14 3-1-2 4.6 -10 4-10-2 Scale = 1:25.1 c? o � A NAILED 2x4 II Special NAILED NAILED 3x4 = NAILED 2-7-7 3-1-2 7-7-12 12-5-14 2-7-7 5 1 4-&10 4-10-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.10 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-4-4 oc bracing. WEBS 2x4 SP No.3 *Except* 2-8: 2x8 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-11-5 Max Harz 8=133(LC 8) Max Uplift 4=73(1_C 8), 5=-87(LC 8), 8=558(LC 8) Max Grav 4=159(LC 1). 5=301(LC 28), 8=875(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-92/566, 2-3=-540/159 BOT CHORD 1-8=-489/96, 7-8=-489/0, 6-7=-225/492 WEBS 2-8=-757/172, 2-7=166/786, 3-6=-559/255 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 8=558. 8) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at 4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pH) Vert: 1-4=70, 5-9=-20 `,�111111111II�I US. ,.��G E N s *-. i 3,4869 :irz i Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. Mav 13,2021 Continued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTeklb connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 T23961602 J43061 I ZHJ9 I DIAGONAL HIP GIRDER East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 13 12:23:17 2021 Page ID:JC_K9T9G3gknrE8MelOXAJzym7pcCOhZv1 ZC3VaTQSggkdGQcOKyZRGTkQPBuXeRjzGvxu LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 13=-60(1`=30, 13=30) 14=-110(F=-55, B=-55) 15=386(F=193, B=193) 17=13(1`=6, B=-6) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 J43061 Qty I Ply I Reed Guest House T23961603 DIAGONAL HIP GIRDER East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Thu May 1312:23:19 2021 Page 1 ID:JC_K9T9G3gknrE8MelOXAJzym7p-YaWR_a2gkgm IikcDo9gWl TgiMBXxeiieB0lvbzGvxs 3-2-2 7-4-1 11-11-7 3-0-2 4-3-15 4-7-6 Scale=1:24.5 KiAn Fin sxq — NAILED 2x4 II Special NAILED NAILED NAILED 2 6-7 3-0-2 7-4-1 11-11-1 11- 1-7 2 6-7 5 1 4-3-15 4-7-0 0 6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.08 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-7: 2x6 SP No.3, 2-9: 2x8 SP No.3 REACTIONS. (size) 9=0-11-5, 7=0-10-9 Max Horz 9=157(LC 7) Max Uplift 9=-561(LC 8). 7=164(LC 5) Max Grant 9=817(LC 31), 7=469(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=91/538, 2-3=-468/187 BOT CHORD 1-9=-464/94, 8-9=-464/72, 7-8=-215/419 WEBS 2-9=-692/188, 2-8=178/690, 3-8=-285/62, 3-7=407/213 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 9=561, 7=164. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 326 lb up at 4-2-15, and 89 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-5=70, 6-10=20 Concentrated Loads (lb) Vert: 13=-60(F=-30, B=-30) 14=110(1`=-55, B=55) 15=386(F=193, B=193) 16=13(F=6, B=-6) 011111I I I111111I X)OUS CFF��i�i ♦* .V�G E N `S `••• �i�� • No 34869 i �� I 1j111111/11 Julius Lee PE No:34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall �a building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-�Ier For 4 x 2 orientation, locate plates 0- ''+6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. a tY O 2 U d O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved l�1♦ Bill 0 MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIIrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.