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HomeMy WebLinkAboutTRUSS PAPERWORKY Rm FRONT VIEW REAR VIEW RPICAL END DETAIL ISDMELOXUrtYXSWVVMY� 12 iD S� avoW L"16 SPECDBV N¢ US MDUALLTODEIEAtlWECPIflYKE wm� rrscw ao.T" xco"mRn wrs CU MMER: ATLANTIC COAST HOTS INC. PROIBCT/BBem&ICE: BURIE (WS7) YODEL• MAYFAIR GL DATE: 03/22/07 SCATR: 1/4' (8.Ez11, 11z17 N.TB.) TRUSS DESIGN BY: DIC CAD DRAWN BY. BL PITCH: 0/12 O.H. / CANT: 1E' SQUARE R►/FIR LOADING: 4E / SHINGIB WIND SPEED: 140 HER, S SEC. GUST WIND DEIGN M9T90D: ASCII 7-M C.C. A M.W.VJM ffi. CATEGORY: B OPENING COND: ENCLOSED OCCUP. GROUP: RESIDENTIAL OCCUP. CATEGORY: H BLDG CODS: FRO 2004 / TPI 2002 REV DATE: N/A A CONNECTOR SCHEDULE _ (OR SIMPSO14 EOUIVALENT) =THD28, QTY= 13 PLATE HGT.=I0' 2 1/2" BUILDER/FRAMER MUST FOLLOW HANGER MANUFACTURER INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTION THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. THIS LAYOUT IS SIGNED AND SEALED BY THE TRUSS DESIGN ENGINEER PLATE HGT.=B' 2 1/2" AS THE TRUSS DESIGN ENGINEER AND IS NOT INTENDED ®/ TO RELIEVE THE TRUSS SYSTEM ENGINEER AND/OR THE OF RECORD FROM REVIEWING AND APPROVING THIS DOCUMENT. THIS DOCUMENT. PLATE HGT.=B' 2 1/2" FLAT CEILING TOP ® 9' 2 1/2" FWR FEET, 2 WCHF AND wlmh , OR 1? INDICATES 'HANGER TYPE APPLIES FOR THIS SER/ESOFTRUSSES' A t INDICATES 'HANGER TYPE FOR THIS TRUSSONLY' FOR THIS PROJECT, THE POSSIBILITY FOR SMALL ERRORS DOES EXIST. CONSEQUENTLY, IT GENERALLY ACCEPTED METHODS AND STANDARDS OF TRUSS ERECTION. BY A REPRESENTATIVE OF SPACE COAST TRUSS. SPACE COAST TRUSS, IS VITALLY IMPORTANT THAT THE BUILDER CAREFULLY REVIEW AND CHECK ALL DETAILS AND TRUSS ERECTION SHOULD NOT BE ATTEMPTED BY ANY PERSON WITHOUT THESE QUALIFICATIONS. ANY BACK CHARGES THAT ARE NOT HANDLED IN THE ABOVE MENTIONED MANNER ARE 44 SATELLITTE DESIGN OFFICE 44 INFORMATION. ' TRUSS ERECTION AND BRACING RESPONSIBILITIES MUST LIE WITH THE BUILDER. SUBJECT TO REVIEW AND POSSIBLE REJECTION. a 201 S.R. PSL BLVD, SUITE 202 ANY ERRORS OR OMISSIONS SHOULD BE REPORTED IMMEDIATELY TO SPACE COST TRUSS. DO NOT CUT, MODIFY. OR ALTER ANY TRUSSESS. IN THE SPENT THAT A TRUSS DO NOT USE THIS DIAGRAM TO SET TRUSSES UNLESS IT IS MARKED TRUSS PLACEMENT ° PORT ST. LUCtg, FL 34984 DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SWILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. NEEDS MODIFICATION OR ALTERATION, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY A SPACE COAST TBTISS EMPIDYEE WBO IS 8"ERIENCED IN DIAGRAM. WHEN TRUSSES ARE DESNERED TO THE JOB SITE THERE WILL BE A PACKAGE CONTAINING PHONE: (772) 673-9029 ALL INTERIOR LOAD BEARING FALLS MUST BE STANDING AND PROPERLY THE FIELD OF REPAIRS, PRIOR TO SUB11177INC ANY BACK CHARGE FOR, INC A LAYOUT AND COMPLETE TRUSS ENGINEERING. PLEASE REVIEW THE ENTIRE CONTENTS OF BST. 1989 FA& (772) 873-OB70 BRACED PRIOR TO SETTING ANY AND ALL TRUSSES SAID REPAWS). PACKAGE BEFORE SETTING TRUSSES. �e SCANNED Roof and Floor Systems St Luce County Corporate Headquarters: 1410 White Drive, Titusville, Florida, 32780 Phone:321-633-7511 Fax:321-633-7511 Cocoa Building Materials: 900 Cox Road Cocoa, Florida, 32926 Phone:321-633-7522 Fax:321-633-7544 Crescent City Plant! 105 Denver Road, Crescent City Florida, 32112 Phone:386-698-2789 Fax:386-698-2869 - Crescent City Building Materials: 119 Denver Rd., Crescent City, Florida, 32112 Phone:386-698-1772 Delray Beach Plant: 9500 West Atlantic, Delray Beach, Florida, 33446 Phone:561-499-1090 Fax:561-368-8037 Ocala Plant: 3222 NE 24th Street Ocala, Florida, 34470 Phone:352-732-5002 Fax:352-732-4175 Rockledge Plant: 201 Paint Street Rockledge, Florida, 32955 Phone:321-632-7511 Fax:321-638-8800 Port Saint Lucie Satellite Office: 201 S.W. Port St. Lucie Blvd., Suite 202 Port Saint Lucie, Florida, 34984 Phone:772-873-9629 Fax 772-873-9870 NI ❑ ❑ D Permitting Shipping Framer:; Inspection ' File 5637 'St. Atlantic Coast Homes Inc Lucie - 16,17,18/41 Mayfair / old Springhill model Burke L 0 ol 04, to 4 FILE COPY f- a a iys 1410 White Dr Titusville FI 32780 321-633-7511 — 321-633-7544 Fax Y March 30, 2007 3 Atlantic Coast Homes Inc. Occupancy Group: Single story - single family 41 N. Congress Ave., Suite 4B Occupancy Category: II Delray Beach, FL 33445 Exposure Category: B Phone 561-265-0359 Wind Speed: 140 Fax 561-272-2802 Enclosure Classification: Enclosed Subject Truss Engineering Specifications Job # DEN 5637 Model Mayfair / old Springhill model Lot/Block/Section 16, 17, 18 41 Address Port St. Lucie, FL 34952 St Lucie County Index of attached: 1. Truss Placement Diagram with Truss to Truss Connector Schedule (if applicable) 2. Reaction Summary (index of attached drawings & loads on structure.) 3. Engineering Summary Sheet for each truss 4. Standard Details (if applicable) This cover sheet will serve as a blanket certification for all the attached items under Rule 61G15-31.003 of the Florida Department of Professional Regulation using design criteria from FBC 2004 Edition. I certify that all Space Coast Truss, Inc.'s truss specifications are designed for wind pressures using wind load calculations from ASCE 7-02 which has been adopted by FBC 2004 Edition. The items are enclosed in a sealed binder which inhibits tampering. If this truss placement diagram is mirrored for alternate garage righttleft swing, these truss specifications will remain unchanged. Mitek is the computer program used for engineering these trusses. Should you have any questions concerning this engineering, please do not hesitate to contact us at 321-633-7511. Please have the job number available and request to speak to the truss designer whose name is indicated at the bottom of your truss placement diagram so that we may better serve you. Na643B5 X STATE OF Truss Design Engineer Stephen W. Warier, PE Florida License 454395 Structural Engineer of Record: Name: License #: Address: ❑ Reviewedper Rule 61G15-30.006(3). To: Reaction Summary No Name Found. Job Number: Page: 1 - Date: 04-02-2007 - 10:33:06 AM Project ID: 5637 Project Block No: Model:; MAYFAIR Lot No: Account No: Contact: Site: Office: Deliver To: Designer: dlc Salesperson: Name: Phor:1 Quote Number: Fax' Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 7-5-7 Joint ll joint 1 A 24 • 8 - 0 SPECIAL -5.00 1084 tbs. 1213 tbs. 142 tbs. each I Row Lat Brace 0.00 -333 tbs.. -474 tbs. - 1 - 1 Joint 12 Joint 6 1 Al 24 - 8 - 0 ROOFTRUSS -5.00 1092 tbs. 1207 tbs. 140 tbs. each 0.00 -341 lbs. 470 tbs. -11-6 Joint Joint 1 AN 24 - 8 - 0 SPECIAL 5.00 1215 tbs. 1219 tbs. 127 tbs. each 0.00 -413 tbs. .468 tbs. -1-7 Joint Joint - 1 All 24 - 8 - 0 ROOP TRUSS 5.00 1214 tbs. 1218 tbs. 129 tbs. each 0.00 -390 tbs. -454 tbs. 6-0-2 Joint Joint 1 Al2 24 - 8 - 0 ROOFTRUSS 5.00 1214 tbs. 1218 tbs. 129 tbs. each 0.00 -442 tbs. -452 tbs. - 0. 2 Joint 2 Joint 8 1 A13 24 - 8 - 0 ROOF TRUSS 5.00 1214 tbs. 1218 tbs. 126lbs. each 0.00 -042 tbs. 452 tbs. 5-2-12 Joint Joint 1 A14 24 - 5 - 12 SPECIAL 5.00 1204 lbs. 1075 lbs. 121 lbs. each 0.00 465 tbs. -303 tbs. -7-7 Joint2 JE 1 A15 24 - 5 - 12 SPECIAL 5.00. 1204 lbs. 11916s. each 0.00 -015 tbs. - -0-2 Joint l3 J 1 A2 144 tbs. each 24 - 8 - 0 SPECIAL 5.00 0.00 1084 tbs. -328 tbs. - 6-3-1 Joint 12 Joint6 1 A3 137 tbs. each 24 - 8 - 0 ROOFTRUSS -5.00 0.00 1092 tbs. 1207 tbs. -351 tbs. 460 tbs. 1 A4 144 tbs. each 24 - 8 - 0 SPECIAL -0-2 5.00 0.00 Joint 13 Joint 1102 tbs. 1219 tbs. -294 tbs. 473 tbs. 1 AS 138 tbs. each 24 - 8 - 0 ROOF TRUSS -6-9 5.00 0.00 Joint 13 Joint 1092 tbs. 1207 tbs. -319 tbs. 469 tbs. -0-2 Joint 13 Joint 1 A6 24 - 8 • 0 SPECW- 5.00 1098 tbs. 1230 tbs. 133 tbs. each 0.00 -291 tbs. 46916s. -0-2 Joint 14 Joint 1 A6A 24 - 8 - 0 SPECIAL 5.00 10991bs. 1231 Ibs. 131 tbs. each 0.00 -287 tbs. 470 tbs. -0-2 Joint Joint 1 A611 24 - 8.0 SPECIAL 5.00 1171 tbs. 1235 tbs. 123 tbs. each 0.00 -362 tbs. 474 tbs. 1 A7 24 - 8 - 0 ROOF TRUSS -8-2 5.00 Joint 15 Joint 1100 lbs. 1210 tbs. 139 tbs. each 0.00 -323 tbs. 452 tbs. -0-2 Joint Joint 2 A8 24 - 8 - 0 SPECIAL 5.00 1214 tbs. 1218 tbs. 124 tbs. each 0.00 414 tbs. 4691bs. -10-2 Joint 15 Joint 1 A9 24 - 8 - 0 SPECIAL 5.00 1084 tbs. 1213 tbs. 134 tbs. each 1 1 Row Lot Brace 0.00 -331 tbs. 436 tbs. -0-2 Joint Joint 1 AG 24 - 8 - 0 ROOFTRUSS 5.00 1215 tbs. 1218 tbs. 130 tbs. each 1 Row lot Brace 0.00 -656 tbs. -723 tbs. y 5-8-9 Joint .Joint 8 B 23 - 3 - 0 ROOF TRUSS 5.00 1136 tbs. 1136 tbs. 102 tbs. each 0.00 429 tbs. 429 tbs. To: Reaction Summgy No Name Found. Job Number. Page: 2 Date: 04-02-2007 - 10:33:07 AM Project: Block No: Model: MAYFAIR Lot No: Project ID: 5637 - Contact: Site: Office: Deliver To: Account No: Designer. dlc Name: Phone: Salesperson: Fax: Quote Number. Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: -5-7 Joint Joint 1 Bl 23-3-0 ROOPTRUSS 5.00 1141 lbs. 1011 lbs. 98 Ibs. each 0.00 -674 lbs. -50D Ibs. -7-7 Joint Joint 1 B2 22 - 7 - 0 ROOFTRUSS 5.00 1128 lbs. 1064 Ibs. 97 Ibs. each 0.00 404 Its.-337lbs. (1)2-Ply -8-9 Joint Joint 2 BG 131 IN. each 23 -3 - 0 2X42X6 ROOFTRUSS 1 5.00 0.00 7295 lbs. 6738 lbs. -2214lbs. .2194lb& -7-7 Joint 12 Joint 1 C 19 - 4 - 0 ROOFTRUSS 5.00 846Its. 9441bs. 102Its. each 0.00 -279 Its. -383 Ibs. -9-7 Joint 10 Joint 1 C1 97 lbs. each 19 - 4 - 0 ROOFTRUSS 5.00 0.00 839 lbs. 970 lbs. -276 lbs.-350lbs. 1-3-5 Joint Joint Joint 12 CJl 0 - 11 - 11 ROOFTRUSS 5.00 225 Its. 93 Ibs. 17 Its. S Its. each 0.00 -289 Ibs. -52 Ibs. -1-5 Joint Joint Joint 12 CJ3 2 - 11 - 11 ROOFTRUSS 5.00 276 lbs. 49 Its. 51 lbs. I Ibs. each 1 0.00 -3281bs. 49 lbs. -38 Ibs. 2.4-5 Joint Joint Joint 1 CJ4 4-8-3 JACK 5.00 196 Its. 1521bs. 87 lbs. 14 lbs. each 0.00 -85 lbs. -180 lbs. - 11 - 1 Joint 2 Joint 3 Joint 4 6 CIS 4 - 11 - 0 ROOFTRUSS 5.00 347 lbs. 135 lbs. 901bs. 17 Its. each 0.00 -29016s.-1501bs. - 11 -7 Joint 2 Joint 6 PORCH TRUSS 5.00 346 lbs. 640lbs. 25 Its. each 0.00 -2881bs. .665 lbs. 1- 11 - 3 Joint 1 Joint 6 Joint 5 Joint 4 1 GE 4-4-14 ROOFTRUSS S.OD 83 lbs. 216Its. 31 lbs. 14 lbs. 15 lbs. each 0.00 -13 lbs. -163 Ibs. -26 lbs. -17 lbs. -9-7 Joint Joint 1 HdGA 1151bs. each 24-5-12 SPECIAL 5.00 0.00 2335 lbs. 2217 lbs. -1379lbs.-12341bs. 3-9-7 Joint Joint 1 HGB 1D9 lbs. each 22 - 7 - 0 SPECIAL 5.00 0.00 2026 its. 2085 N. -1227Its. -1161 It.. -11-7 Joint 12 Joint7 1 HGC 92Its. each 19-4-0 ROOFTRUSS SAD 0.00 1299 Its. 1424 Ibs. -860Its. -1001 Ibs. (1)2-Ply 1-9-2 Joint Joint 2 HGD 45 Ibs. each 11 - 0 - 0 2X42X6 SPECIAL 354 0.00 1289 lbs. 2590 lbs. -698 Ibs.-12691bs. 2-3.6 Joint Joint Joint4 2 HJ10 3-8-1 ROOFTRUSS 4.62 303 lbs. 34 Ibs. 80lbs. 13 Ibs. each 0.00 -2891bs. .72lbs. - 11 - 2 Joint 2 Joint 3 Joint 4 2 HJ5 7-0-2 ROOPTRUSS 354 452 lbs. 180 lbs. 138lbs. 24 lbs. each 0.00 -399 lbs. -194 lbs. -11 -2 Joint 2 Joint 4 Joint 3 1 HJSA 7-0-2 ROOFTRUSS 354 452 lbs. 138 Ibs. 180 Its. 24 lbs. each 0.00 -53316s. -97 Its. -I94lbs. -9-2 Joint Joint Joints 3 HJ7 9 - 10 - 1 ROOFTRUSS 354 617 Its. 172 Ibs. 353 Its. 4 40 lbs. each 0.00 4971bs. -187 lbs.-182lbs. -0-12 Joint Joint Joint 2 J10 2 -10 - 4 ROOF TRUSS 5.00 2731bs. 43 lbs. 49 lbs. 11 lbs. each 0.00 -276 lbs. 45 lbs. To: Reaction Summar Job Number. No Name Found. Page: Date: 3 04-02-2007-10:33:07 AM Project: Block No: Project ID: 5637 Modeb MAYFAJR Cot No: Account No: Contact: Site: Office: Deliver TO: Designer: dic Name: Salesperson: Phone: Quote Number: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: -0-10 Joint Joint Joint 2 J11 2-9-15 ROOFTRUSS 5.00 272Ibs. 421bs. 48 Tbs. 11 lbs. each 0.00 -2761bs. 44 lbs. 1-6-7 Joint Joint Joint 2 J12 1-7-2 ROOFTRUSS 5.00 219 tbs. 18 Tbs. 301bs. 7 lbs. each 0.00 -2481bs. -14 Tbs. - I l -7 Joint 2 Joint 3 Joint 4 6 J5 5-0-0 ROOFTRUSS 5.00 3501bs. 1381bs. 92 tbs. 17 Tbs. each 0.00 -2911bs. -1541bs. 3-9-7 Joint Joint Joint 12 J7 7-0-0 ROOF TRUSS 5.00 4331bs. 2151bs. 1321bs. 241bs. each 1 0.00 1 -2171bs. -160lbs. -4-7 Joint Joint Joints 1 J7A 7-0-0 ROOFTRUSS 5.00 4331bs. 321bs. 2481bs. 271bs. each 0.00 .332 lbs. -32Ibs.-1501bs. -1-9 Joint Joint Joints 1 J7B 7-0-0 ROOFTRUSS 5.00 433 Tbs. 531bs. 228 Tbs. 271bs. each 0.00 -3441bs. -611bs.-104Ibs. -11-9 Joint Joint Joint? 1 J7C 7-0-0 ROOFTRUSS 5.00 433 Tbs. 1271bs. 1531bs. 271bs. each 0.00 -3451bs. -611bs.-991bs. 1-6-13 Joint Joint Joint 1 JG 2 -4 - 14 ROOFTRUSS 3.54 337 Tbs. 521bs. 401bs.. I0Ibs. each I I 1 0.00 1 -3921bs. -191bs. �L Job Truss Truss Type Oy Pry MAYFAIR MODEL 5637 A SPECIAL 1 1 Job Reference 0 Ilondl SC Truss, 201 SW PC St. Lurie Blvd. Suite 202,M MaNnez PEN47I82or8. Warner PEp54395 - 6.3005Apr 42006 MiTek lntlusVles, Inc. Mon Apr 021030:4020W Pagel 5-6-0 8-10-6 13-11-0 18-11-10 24-8-0 26-0-0 5-6-0 3-4-6 5-0-10 5.0-10 5-8-6 1-4-0 srs.]r asurm= a]]nron �arrz5= + z ] xz v m Roo SfaL zwurmn v 9 5 r� 0a B 0 ) LMRaII ]OY+ID= Ibw S,+)pl ]4M1'N� 5-6-0 8-10-6 16-5-5 24-8-0 5-6-0 3-4-6 7-6-14 8-2-11 Plate Offsets V: 19.2-40-2< 45-00-2-4 542-150-1-8 10:0.2-80.2-0 LOADING(pso SPACING 2-0-0 CSI DER in (loc) Well i PLATES GRIP TCUL 20.0 Plates InceasB 125 TC 0.87 Vert(U-) -0.09 5.7 >999 360 MT20 2441190 TCOL 15.0 Lumber Increase 1.25 BC 0.59 Ved(TL) -0.32 54 >914 240 BCLL 0.0 Rep Stress InaYES WB 0.53 Hofz(TL) 0.05 5 We n/a BCDL 10.0 Code FSC2004/IPI2002 (Matrix) Wind(U-) 0.10 5.7 >999 180 Weight: 1431b LUMBER BRACING TOP CHORD 2 X 4 SYP 1,10.2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc pudins, except end verticals. BOTCHORD 2 X 4 SYP N0.2'Except' BOTCHORD Rigid calling cL 19 9 telly applied or 64-0oc bracing.822 X4SYP No.3 WEBS 1 Row at midDt 4-8 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 11-1084/Mechanical,5-1213/0-8-0 Max Hors 11-389(load case 7) Max Upliiftl1-332(load case 4). 5=4730oad case 7) FORCES (to)- Maximum Compression/Maximum Tension TOPCHORD 1-11-10laS37,1-2-1025'482,2-3=999/468,34=1135(550,4.5=-2072/819,56=0/36 BOTCHORD 10.11=0/438, 9.10=4 15, 2-10-2481200, 8-9-3521, 7-8=-566)1806, 5-7=-56811B06 WEBS 1-10= 601/1284, 8.10=10811100, 3.10=0/254, 3.8--99/62, 4.8= 943r485, 47=01351 NOTES 1) Wind: ASCE 7-98;140mph (3-secand gust); h-15ft; TCDL=4.2psQ BCDL=S.Bpsf; Category 11; Exp B; enclosed; MWFRS interior zone and C-C Intericr(1) zone; Lumber DOL-1.33 plate grip DOL-1.33. This Wss is designed for C-C for members and farces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psi bottom chord rive load nonconarrent with any other tive loads. 4) This bliss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5)Refer to girder(s) for truss to now connections. 6) Provide mechanical mnnection (by others) of truss to hearing plate capable of vVimstandbg W2 to uprft at Joint 11 arM 4731b uplift at Joint 5. LOAD CASES) Standard r Job Truss TrussType Oty Pry MAYFAIR MODEL 5637 Al ROOFTRUSS 1 1 Job Reference Ilona SC Truss, 201 SW Pc SL Lutle BNd. Suite 202, M Martinez PEp47182 er S. Warter PEp54395 8.3W s Apr 42006INTek IntlusMes, Ix. MonAprO21020AIM07 Pagel 0-1-8 5-6-0 1 9-8-14 14-6-0 19-3-2 24-8-0 26-0-0 0-1-8 5-4-8 4-2-14 4-9-2 4-9-2 5-4-14 1-4-0 sal..w �6mA= mMrzo 11 x6•nAv tt ] W W • II �� sroL e I az nrz mmmn W I�$ e lu '• • • emm mermn wJrm= rs+uimn II 0-1-8 5-6-0 9-8-14 16-10-9 24-8-0 I' 0-1-8 5-4-8 4-2-14 7-1-10 7-9-7 Plate Offsets XV: 2:0.2.4044 4:0-64o-23 693-00-1-8 t -.0-2-120.2-8 12:o-z-013 - LOADING (PSI) SPACING 2-0-0 CSI DER. In (too) YdeO Lid PLATES GRIP TCLL 20.0 Plazas Increase 125 TC 0.73 Ven(LL) -0.08 89 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.55 Ven(TL) -0.27 6.8 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.98 Hoocol-) 0.05 6 We n/a SCDL 10.0 Cade FBC2W4rrP12002 lMatrLx) Wind(LL) 0.09 68 >999 180 Weight: 14101 LUMBER BRACING TOPCHORD 2X4SYPNo2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc WtlNs, except end verticals. BOTCHORO 2 X 4 SYP No.2'Except' GOT CHORD Rigid cefling dlreaty applied or 640-0 oc bracing. B2 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS (W/szo) 12=109iYMedkmical,6-12081U8-0 Max Hoa 12-370(Ioad case 7) Max Upli0t 2-340(load case 4).6 -469(lood case 7) FORCES (Ib).Maxirwm CompressimVMaximum Tensen TOP CHORD 2-12-10201531,1-2=0/0, 2.3-1 OM512, 3.4-1065/501, 4-5-1209/590, 54i-2083u835, 6.7=0/J6 BOT CHORD 12-13=0/0, l l-12=W416,10G 1=0/50, 3.11-300@42, 9-10=-28/28, 89-58FJ1819, 68=-58P✓1819 WEBS 2-11=-=1331,4-9-74/120,5.9=8761447,58--01329,4-11=d221,9�ll=-169/1112 NOTES 1) Wind: ASCE 7.98; 140mph (3-second gust); h=15ft; TCDL-4.2psf; BCOLd.Bps; Category 11; Exp B; enclosed: MWFRS'Interior zone and C-C Interlor(1) zone; Lumber DOU1.33 plate gnp DOL=1.33. This buss is designed for C-0 for members and (aces, and for MWFRS for reactions spedfied. 2) This buss is not designed to support a ce0ing and is not intended for use where aesthetics are a consideration. 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 ps bottom chord live load nonconcurrent with any other live loads. 5) This buss requires plaza mspecdon per the Tooth Count Method when this buss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 340lb uplift at joint 12 and 4691b uplift at joint 6. LOAD CASE(S) Standard II • J Job Truss Truss Type ON Py MAYFAIR MODEL 5637 A70 SPECIAL 1 1 Job Reference o tlo SC Truss, 201 SW R S1. Wtle BNtl. Suite 202, M Martinez PEN47182 or S. Wader PEA54395 6.300 s Apr a 2006 MTek Industries, Ix Men Apr M 1030:41 2007 Page 1 -1-4-0 5-2-10 9-9-8 10 0 14 12-10-0 18-3-13 24-8-0 26-0-0 _ 1-4-0 5-2-10 4-6-14 0-3-6 2-9-2 5-5-13 6-4-3 1-4-0 suo-I.. ...Imm- 9W Ix 3JM Oa mNr10o s v m oe B 3 14 2 mmo ly.xfill ]l Mrg ] G • µ EV B 1 d'I InIAII 2BM21= ��` 5-2-10 9-9-8 1Oft' 4 12-10-0 18-3-13 24-6-0 5-2-10 4-6-14 0-3-6 2-9-2 5-5-13 6-4-3 Plate Offsets XY: 202-150-1-8 4:0-2-00.2.8 5V.1.120-1-8 :0-2-150-1-8 g:&2-80-1- 1245-120-3-0 LOADING lost) SPACING 2.0-0 CSI DER. In (loc) VdeO Vd PLATES GRIP TCLL 20.0 Plates lntrease 125 TC 0.40 Ved(LL) -0.14 it >999 360 MT20 2441190 TCDL 15.0 Wmber lnvease 125 BC 0.59 Ven(TL) -0.43 11 >664 240 BCLL 0.0 tress Rep Slncr VES INS 0.72 Horz(TL) 0.15 7 Na r9a B10. CDL 0 Code FBC2004RPp002 (Mat Wmd(LL) 0.16 11 >999 180 Weight: 127 lb LUMBER BRACING TOPCHORD 2X4SYPNe2 TOPCHORD Strucbrlal wood sheathing directly apptled or 3-3-2 aG purrins. BOTCHORD 2X 45YP No.2 BOTCHORD Rigid ceiling directly applied or 7-1-14 oc bracing. WEBS 2X 4 SYP NoS REACTIONS (IIdsize) 2=1216(0-8-0,7=122010-8-0 Max Horz2=-216(load rase 7) Max Upli02=-412(load rase 6), 7-468(load case 7) FORCES (lb)- Maximum CompressionlMadmum Tension TOPCHORD 1-2=0/36, 23-2201085, 3-4=-1738(692, 4-5= 1732/691, S6= 3217l1139, G7--2165820, 7-8=0/36 BOTCHORD 2-14--41711941,13-14-44711941,12-13-776r2042, 1P11-M. 9.10-10/33, 7-9-5=1901 WEBS 3-14-Wl90, 3-13-4731213, 4-13= 2731926, 5-13= 1545r573, 6.9=-912PJB0,10.12=Qr135, 5-12�23911011, 9-12=-654f2133, 6.12=-18&1023 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; Wrnph (3-second gust); h=15ft: TCO W.2ml: BCOLz5.epsF Category 11; Exte B; mclosed; MWFRS interior zone and C-C Interior(1) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed forCC for members and farces, and for MWFRS for reactions speceed- 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with my other five loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstancing 412 to upftt at joint 2 and 468 re uplift Mjoint 7. LOAD CASE(S) Standard Y 71 Job Truss Truss Type 00' Ply MAVFAIfl NACEL 5637 All ROOFTRUSS 1 1 Job Reference Hona SC Tmss, 201 SW Pc SI. Lutle BNd. Use 202, M. Mar4nez PEp47162 or S. Waner PEp54396 6.300 sApr 4 2006 MRek Indusldes, Inc. Mon Apr 0210:30:42 2007 Pege 1 I 14-2-0 -1-4-0 4-2-10 7-9-8 12-0-14 1 -10 0 19-2-9 24-8-0 26-0-0 1-4-0 4-2-10 3-6-14 4-3-6 0-9-2 1-4-0 5-0-9 5-5-7 1-4-0 wum= aura= B s u m 110[r n 9ISJYIA� B• B 1 B m mma 9 � B re a Is ISMN pII 93MIM� ]6MA0 14-2-0 7-9-8 12-0-14 1F-10�0 19-2-9 24-8-0 I 7-9-8 4-3-6 0-9-2 1-4-0 5-0-9 5-5-7 Plate Offsets %Y: 2:0300.1-8 4:0-2.40.2-0 :0.3-40.1-8 :43-041-8 1061-120-1.0 13:42-80-2-8 LOADING fast SPACING 2; CSI DEFL In poc) Udall l!d PLATES GRIP TCLL 20.0 Plazas Increase 125 TC 0.38 Ved(LL) .0.12 12 >999 360 MT20 244/190 TCDL 15.0 Lumber lnvease 1.25 BC 0.66 Vert(TL)-0.3713.14 i770 240 BCLL 0.0 Rep Stress Ina YES WB 0.69 Ho2(TL) 0.14 If Na Na BCDL 10.0 Code FBC2004/rP12002 (Matht V7md(LL) 0.16 12 >999 180 Weight: 129b LUMBER BRACING T0PCH0RD 2% 4 SYP N0.2 TOPCHORD Structural wood sheathing directly applied or 3-0-7 oc puffins. BOTCHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 7-11-0aa bracing. WEBS 2X4SYPNo.3 REACTIONS (Ihiisire) 2=12150-86, 8=121&0-8-0 Max Harz 2-1990oad case 7) Max UpIi 12=-389(load case 6), 8-453(load case 7) FORCES (lb) -Maximum Compressorum ximum Tension TOP CHORD 1-2=M6, 23-2178M63, 3-4=-1935r766, 45-1763757, 56— 303M7217, 6-7--05811136, 7-8-2211/854, B,9-M6 BOTCHORD 2-14-526g927,13-14--494/1995,11-12--M.10-11-9/41,8-10-625/1951 WEBS 4-14-53/476, 3.14=-219/185, 7-10-711/346,11-13=0/165, 6.13=-207/194, 1043-711056, 7-13=,lOM719, 5.14=-379/155, 5-13=-074/1343 NOTES 1) Unbalanced roof live fasts have been consMered for this design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h-15R; TCDLR4.2pst; BCDL.5S p Category II; Exp B; enclosed; MWFRS interior mne end C-C Interior(1) zone; Lumber COL-1.33 plate grip DOL=1.33..Thls truss is designed for C-C for members and farces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water loading. 4) This buss has been designed for a 10.0 Pat bo0om chord five load nonconament win any other five bads. 5) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of buss to beading plate capable of withstanding 389Is uplift at joint 2 and 453lo uplift at Joint S. LOAD CASE(S) Standard y it i Job Truss Tmss Type Oty Pty MAYFAIR MODEL 5637 Al2 ROOFTRUSS 1 1 Job Reference o tlona SCTmss, 201 SW Pt 51. Wide Blvd. Suite 202, M Martinez PE447182 or S. Wader PEN54395 6.3005 Apr 4 2006 mTeX Industries, Inc. Mon Apr 0210:30A3 2007 Page 1 12-10-0 -1-4-0i 5-9-8 10-7-2 12-4-0�14-2-01 19-1-2 24-8-0 126_0-O�_M 1-4-0 5-9-8 4-9-10 1-8-14 0-6-01-4-0 4-11-2 5-6-74 4f MID= 48NA= _ s 'N IdN uncll 6 aFIT m MAO murIDe Is u - 15.Iu1Slt ibxim= - III`Ay B N rz v no ImMIDn mMzo= mMara 12-10-0 5-9-8 10-7-2 12-4-0 19-1-2 24-8-0 H14-2-0i 5-9-8 4-9-10 1-8-14 0-6-01-4-0 4-11-2 5-6-14 Plate Offsets % 2:0-300.1-8 3U5-40-244U2-00.2d :03-80-1-8 8:0-3-00-1-8 10:0-1-1zal-8 13:0-2-80-2-8 LOADING (call SPACING 2-0-0 CSI DEFL in lies) IldeO Vd PLATES GRIP TCLL 20.0 Plazas Increase 1.25 TC 0.37 Ved(LL) -0.14 12 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.45 Ven(fL) -0.42 12 >689 240 BCLL 0.0 Rep Stress Ina YES WB 0.69 HOrz(TL) 0.14 8 Na Na BCOL 10.0 Code FBC2004RPf2002 (Matrix) Win0.19 12 >999 180 Weight: 129 to LUMBER BRAGNG TOPCHORD 2X 4SYP N0.2 TOPCHORD Structural wood sheathing directly appled or 3d-14 as purrins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 2X 4 SYP No.3 REACTIONS (Iblsim) 2-1215(0.8-0,8=1218/048-0 Max Horz2=-1g7(Ioad case 7) Max Uplift2=.441(load case 6), 8= 451(load case 7) FORCES (lb)-Madmum CompresdmvMaximum Tenswn TOPCHORD 1-2-MS, 23-21921839, 3,4-2594/1069, 4-5-2900r1226, 548 3020/1208, E7-3051/1132, 7-8 219&8W, 8-9--M6 BOT CHORD 2-1592/1933,14-16= 48WI940,13-14=-5052074,11-12--0/Q 10-11=-8r40, &10--618r1936 WEBS 3-15=01=, 3-14= 28IM9, 444=-1270/637, 7-13= 1081737, 7-10= 744/351,11-13=0/159, E13= 180/181, 10.13= 705(2151, 5.13�68'1267, 5-14-52511164 NOTES 1) Unbalanced roof live loads have been considered for Ih¢ design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h-1511; TCOL-4.2psf; BCDL-5.Bpsf; Category 11; Exp B; enclosed; MWFRS interior mne andC4:Imedor(1) zone; Lumber DOL=1.33 date grip DOL-1.33. This no is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage W prevent water pending. 4) This no has been designed for a 10.0 psi bottom chord live load nonconcti ent with any other live loads. 5) This two requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 6) Provide mechanical connec9on (by others) of In o to hearing plate capable of withstanding"" [is uplift at joint 2 end 451 Ib uplift at joint S. LOAD CASE(S) Standard N 1 w Job Truss Truss Type Oty Py MAYFAIRMODEL 5637 A13 ROOFTRUSS 1 1 Job Reference o tlo SC Truss, 2p1 SW PL SI. LUGe Blvtl. Suite 202, M Martinez PEp47182 or S. WarierPEk54395 6.300 s Apr 4 2006 MRek IntlusMeR Inc. Mon Apr 0210:30:442pp7 Page 1 14-2-0 i-1-4-0 3-9-8 8-7-2 12-4-0 g11q-0 19-1-2 24-8-0 0-01 1-4-0 3-9-8 4-9-10 3-8-14 0-6-01-4-0 4-11-2 5-6-14 �26 xsarn= s Iswurmn .bYl'A= xaYhA= B W 13 3 a 3YMIkpO 1 2 . muoe'- 2� II 0 Imxmmn mono= munoa 14-2-0 3-9-8 8-7-2 12-4-0 12q-0 19-1-2 24-8-0 i 3-9-8 4-9-10 3-8-14 0.6-01-4-0 4-11-2 5-6-14 Plate Offsets : 2d)3-00.1E P2-80.2-0 402-00-2d 5:03-00.1-12 863-00.1E 10,0-1-120-1 UD-2-80-2A 14:0.2-00-2-0 LOADING(psQ SPACING 2-0-0 CS! DER In (loc) Ydefl Ud PLATES GRIP TCLL 20.0 Plateslncro— 1.25 TO 0.42 Vert(L-) -0.1913.14 >999 360 MT20 244/190 TCOL 15.0 Wmber lnGease 1.25 BC 0.59 Ven(TL)-0.5813-14 >493 240 BCLL 0.0 Rep Stress lncr YES WB 0.69 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(ILL) 0.2713.14 >999 180 Weight: 127 lb LUMBER BRACING TOPCHORD 2 X 4 SYP Nat TOP CHORD Structural wood sheatNng directly applied or 2-11-2 oc plans. BOTCHORD 2 X 4 SYP Not BOTCHORD Rigid ceiling drecly applied or 7-11-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ill 2-1215rO6-0, 8=121810.8-0 Max Hcrt2 197(load case 7) Max Uplift2-441(load case 6).8--451(load case 7) FORCES (Ib)- Mardnurn CompresslandMaannum Tension TOP CHORD 1-2-036, 23-2208'90%3-4=3597/1393, 4-5- 4097/1646, 5,6=3018H797, 6-7--3057/1121, 7-8= 2208r853, 8-9-M6 BOTCHORD 2-14-566(1979, 13-14-5082080,11-12=0/0, 10.11-8/40, 8.10=-624/1948 WEBS 3-14-574/1713,4.14-1802/859,7-10=-714/339,11-13=0/159,6.13-192/181,5-14=-875/2166,&13=-452/1265,10.13=-670/2075,7-13=-135/809 NOTES 1) Unbalanced roof live leads have been consideretl for role design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h-15k; TCOL=4.2psf; SCDL.5.8psQ Category II; Exp B; enclosed; MWFRS interior zone end C-C mterIor(1) zcne; Wmber 1301-133 plate grip DOL.1.33. This buss is designed for CC for members and forces, and for MWFRS for reactions specified. 3) Provide adeWate drainage to prevent water pending. 4) This Was has been designed for a 10.0 psf bottom chord rive load nonconcunenl with my other give loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding "I io uplift at joint 2 and 451 to uplift at joint S. LOAD CASE(S) Standard ,I Y it r a Job Truss Truss Type O1y Ply MAYFAIR MODEL 5637 A14 SPECIAL 1 1 Job Reference lion ETC —Truss, 201 SW PL St Wde Blvd. Sella 202, M. Madinez PEp47182 or S. Wader PE454395 6.300 s Apr 42006 MTek NtlusNes, Inc. Mon Apr 021030:452007 Page 1 -1-4-0 5-6-10 10-5-8 1 14-2-8 20-0-14 24-5-12 _ 1-4-0 5-6-10 4-10-14 3-9-0 5-10-6 4-4-14 se.. caz scmzu= seurzo= s sWr d m. mm= � Wr mvrmn §I WS B le 1 2 10 B M� �OMIS= b9M1'Y,= SfiM1A= ]b YfA= 8-5-15 16-4-2 24-5-12 - 8-5-15 7-10-2 8-1-10 Plate Chace %V: 2:0-2-150-1-8 4:0.2-80-2-4 5:0-3.00.2-4 6:0-2-120-2-4 8:0-2.40.1-8 9:0-D-120-1-e LOADING(psQ SPACING 2-0-0 CS! DEFL in (I.) Well Ud PLATES GRIP TCLL 20.0 Fields Increase 1.25 TO 0.59 Ved(LL) 2-11 >S99 360 MT20 244/190 TOOL 15.0 Lumber Increase 1.25 Be 0.55 0:10 Vanix) -0.29 2.11 >992 240 BCLL 0.0 Rep Stress [nor YES WE 0.84 H02(TL) 0.08 8 Na Na BCDL %0 Cade FBO2004/fP12002 (Matrix) Wlnd(LL) 0.12 9-11 >999 180 Weight: 122 In LUMBER BRACING TOPCHORD 2 X 4 SVP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1.5 oc pudins, exceptendvertirals. BOTCHORD 2 X 4 SVP No.2 BOTCHORD Rigid ceiling directly applied or 6-5-0 cc bracing. WEBS 2X 4 SYP No.3 REACTIONS (Msize) 8=1076105-12, 2-1205/0-8-0 Mac Hca 2=193(load case 6) Max Uplift&-303(lead case 7), 2-464(load case 6) FORCES (Ib)- Madmum Compression/Maximum Tension TOP CHORD 1-2=0G6, 2-3-2139/917, 3.4-1824r796, 45-1437l749, 5-6--18351804, 6-7-12B(o, 7-8-13oi96 BOTCHORD 2-11-B68r1890,10-11-630/1456,9-10-630/1455,8-9-959H966 WEBS 3-11-347/280,4-01=-93/479,5-9=-70/439,6-9=4lm36,6-8=-205511055,5-11-188f155 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h=15ft; TCD".2psf; BCOL-5.8psf; Category II; Exp B; enclosed; MWFRS Interior zone and C-C Interior(1) zone; Lumber DOL=1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces, antl for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 Psi bottom chord live load nonconcment with any other five loads - 5) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 It, uplift at joint 8 and 464In uplift at joint 2. LOAD CASE(S) Standard a Job Truss Truss Typo ON Ply MAYFAIR MODEL 5637 A15 SPECIAL 1 I 1 Job Reference a tlonal SO Truss, 201 SW PL StW eBNd. Suite 202,MMartNez PEp47182 orS Waiter PEp54395 6.300sApr42006MTek LMusoles,Ina Mon Apr021030A62007 Pagel -1-4-0 { 4-9-14 9-0-0 15-8-0 21-6-6 24-5-12 ' 1-4-0 4-9-14 4-2-2 6-8-0 5-10-6 2-11-6 s►. r Is.= .mMm= . B mr Ina 6MAv a1 MMII B r � 1 WI II 1 B NMRJ= ]01(IA= ffiMA= 161(1' _ 9-0-0 15-8-0 24-5-12 9-0-0 B-8-0 8-9-12 Plate Offsets 20.2-15(�1 4:0-3-40-2d 5:0.5402-4 602d0-2d 8:E eO-" 942-40-1-8 LOADING(psf) SPACING 2-0-0 CS! DEFL, In (lac) l/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TO 0.83 Ven(LL) -0.14 2-11 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BO 0.61 Ven(TL)-0.40.2-11 >716 240 BCLL 0.0 Rep Stress Ina YES WE 0.46 Hom(TL) 0.08 8 We rva BCDL 10.0 Code FBC2DD4rrpI2002 (Mabbo Wind(ILL) 0.12 9.11 >999 180 Weight: 1201b LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOP CHORD Structural woad sheathing directly applied or4-1-13 ec purlins, exceptendvericals. BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 63-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Iblam) 8=1076165-12, 2-120510-8-0 Max Horz2=161(load case (i) Max UpliIf8r100(load case 5), 2-415(load rase 6) FORCES (lb)-Madnnun Compress[mW=imum Tension TOP CHORD 1-2-M6, 2.3— 21251943, 3-4= 1816'824, 4-5-1641/819, 5-6-1859/844, 6-7-238M, 7.8=-95(48 BOTCHORD 2-11--855/1880,10.11=-70811663,940=-706/1563,8.9=98311988 WEBS 411-076,3.11=-27322A,5.9=01331,6-9=-353t292,6A-2052/1149,5.11—IW123 NOTES 1) Unbalanced roof live bads have been considered for his design- 2) Wind: ASCE7.98; 140mph (3-second gust); h=15ft TCOL�4.2psf; BCDL3.epsf; Category 11; Exp B; enclosed; MWFRS interior zone end CC Interia(1) nine; Lumber DOL-1.33 plate grip DOL-1.33. This buss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other five loads. 5) This truss requires plate Inspection per the Tooth Count Method when this buss is chosen far quality assurance Inspection. 6) Provide mediaNcal rmnection (by others) of truss to bearing plate capable of withstanding 30010 uplift W joint 6 and 4151b uplift a joint2 LOAD CASE(S) Standard Jab Truss Truss Type Ory Py MAYFAIR MODEL 5637 A2 SPECIAL - 1 1 Job Reference o Aonal SC Truss, 201 SW Pl. St Lude Blvd. Suite 202, M. Martinez PEM7182 or S. Warier PEM54395 6.3005 Apr 4 2006 MITek Nduseies, Inc. Mon Apr 0210:30:47 M07 Page 1 5-6-0 9-0-0 14-7-9 19-3-14 24-8-0 �26-0-0 f-111 'I 5-6-0 3-6-0 0-11-3 4-8-5 4-8-5 5-4-2 14-0 aw. wz smr Ba MIA= nIB]Al �= B jII 1 ] I wz au5 5 1] ffiMm- 9IY1dll B �y ] V B B vul:011 %YIm= ]xMm= IS,BMIAII ffiYIA� 5-6-0 9-0-0 16-5-5 24-8-0 _ 5-6-0 3-6-0 7-5-5 8-2-11 Plate Offsets XV: 1:0-2.40.2-4 3:0.540.2d 4:G230.2d 6:0.2-150-1- 10:0.1-120-1-e 12:0-2-1204-8 LOADING(ps]) SPACING 2-" CSI DEFL In Doc) Wall Ld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC O.fi4 Ven(LL) -0.10 6-8 >999 360 Mr20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.60 Ven(TL) -0.34 6.8 >854 240 BCLL 0.0 Rep Stress Ina YES WB 0.81 Hom(fL) 0.05 6 r/a We BCDL10.0 Code FBC2004frP12002 (Matrix) Wind(LL) 0.10 6.8 >999 180 Weight: 1451b LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 3-9.7 oc pudins, except end verticals. BOTCHORD 2 X 4 SYP No.2'ExcepP BOTCHORD Rigid ceiling drealy applied or 8-0-15oc bracing. B22 X 4 SYP No.3 WEBS 2X 45YP No.3 REACTIONS (lb/size) 13=1084/Mechanical,6=1213/0-8-0 Max Hors 13-353(load case 7) Max Upliftl3-327(load case 4),6=-472(load case 7) FORCES (lb)-Ma]dmum CempressiontMaximum Tension TOPCHORD 1-13-1014/528, 1-2-1254/5Bl, 2-3-1232/576, 34-1075(607, 4-5=-12381620, 5-6-2059/833, E7=W36 BOTCHORD 12-13=0/384,11-12-0/59,2.12=37n92,100.11-26132,9.10-203f1052,8-9=-577/1791,6-8=-577/1791 WEBS 1-12=-673/1456, 10.12= 204/1182, 342-- 40/379, 3-10=-613/123, 4-9=-1361482, 5-9=-8581424, 5-8-0/333 NOTES 1) Unbalanced real Me loads have been considered for this design. 2) Wind. ASCE 7-98; 140mph (3-seceud gust); h=151b TCD W.2psl; BCDL=5.Bpsf; Category II; Exp B; enclosed; MWFRS interior zone and C-C Intedor(1) mne; Lumber DOL-1.33 plate grip DOL-1.33. This truss is designed for GC for members and forces, and for MWFRS for reactions specified. 3) Provide adequate damage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 5) This buss requires plate inspection per the Tooth Count Method when this buss is chosen fa quality assurance Inspection. 6) Refer to gir0er(s) for truss to buss connections. 7) Provide mechanical mnnection (by others) of buss to bearing plate capable of Withstanding 327 to uplift at Joint 13 and 472 to uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Dry PillMAYFAIRMOOEL 5637 A3 ROOFTRUSS 1 I 1 Job Reference a tiona SC Truss, 201 SW PL SL Wde BNd. Suite 202, M McNnez PEk47182 or S Wader PEN54395 6.300 m Apr 4 20M MJTek Industries, Inc. Mon Apr 021030:492007 Page 1 0-p 5-6-0 10-4-5 11-0-10 16-0-0 19-8-5 24-8-0 - 126-0-0 1 0-1-8 5-4-8 4-10-5 0-8-5 4-11-6 3-8-5 4-11-11 1-4-0 sra.. t ramm= wmmn '4^^m= 0 m 8 sa IP mruimn s INLp 7 �o e w NAll 40YrA= t3.rurAll 38u1A. 11-0-11 0-1i 8 5-6-0 I 10-4-5 11-0-10 17.6-6 24-8-0 i 0-1-8 5-4-8 4-10-5 0-8-5 6-5-12 7-1-10 0-0-1 Plate Ohcets : 2:0.2- 0.2-0 4-}540.2-0 6A3-00.1�8 11d1-2-1 0-2-8 12:D2-00-0.4 LOADING(psQ SPACING 2-0-0 CSI DER in (be) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TO O.fi3 VW(LL) -0.13 6-8 >999 360 MT20 244/190 TOOL 15.0 Lumber Increase 1.25 BC 0.85 Ved(TL) -0.43 6.8 >673 240 BOLL 0.0 Rep Stress lncr YES WS 0.51 HOrz(TL) 0.05 6 r/a Na 13CDL 10.0 Code FBC2004/rP12002 (Matrix) Wind(LL) 0.13 6-8 >999 180 Weight: 1381b LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 3.7-11 oc purfirs, except end verticals. BOTCHORD 2 X 4 SYP No.2•Except' BOTCHORD wiling Rigid re 9 Nr edty applied or 741dcobracing. B22 X 4 SYP No.3 WEBS 2 X 4 SYP 1,10.3 REACTIONS (lb/size) 12-1092/Mechanical, 6=1208/0-8-0 Max Hors 12-327(bad owe 7) Max UpU1112= 350(lond case 4), 6=460(Iced come 7) FORCES (lb)-Madmum CompressieNMaximum Tension TOPCHORD 2.12-1013/527,1.2=0/0, 2.3— 1362/646, 3-4-13664i63, 4-5-137Rr714, 58=2004/M6, 6-7=0/36 BOTCHORD 12-13-0/0, 11-12=0/362,10.11=0/128, 3-11--43SM54, 9.10=-5/65, 8-9= 571/1734, 6-8=-571/1734 WEBS 2-11-734/1548, 9-11=-315(1208, 5.9=692/350, 58=0r310, 4-11--17/185, 4-9=-010216 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=15h; TCDL-4.2psG BCD",Bpsf; Category II; Exp B; enclosed; MWFRS interior zone and OC ImedcgI) zone; Lumber DOL=1.33 pate grip DOL-1.33. This bus is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This buss is not designed to wppod a ceiling and is net intended for use where aesthetics are a consideration. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord Ove load nonconoument with any other live loads. 5) This Was requires plate inspection per the Tooth Count Method when this truss Is chosen fm quality assurance Inspection. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing pate capable of withstanding 3501b uplift at joint 12 and 460lb uplift at joint 6. LOAD CASE(S) Standard - Job Truss Truss Type Cry Pty MAYFAIR MODEL 5637 A4 SPECIAL 1 I 1 Jab Reference o Nonal SC Truss, 201 SW PL St. Wde Blvd. Suite 202, M. Marfinez PE#47182 or S. Warier PE#54395 6.300 s Apr 4 2005 MBTe%NdusVles, Inc Mon Apr 02 1020:50 2007 Page 1 _ 5-6-0 7-0-0 9-11-3 14-6-14 19-3-14 24-8-0 , �26-0-0 5-6-0 1-6-0 2-11-3 4-7-10 4-9-0 5-4-2 - 1-4-0 an.w 4W B1110= BmlTz B 56 M1TA= 10MIA= 1 R Noma W W¢ IStl MIA9 B G 1 Lj II 10 8 B 154uiNll ]OMIA= WMT= mMme 5-6-0 7-0-0 14-6-14 24-8-0 I 5-6-0 1-6-0 7-6-14 10-1-2 Plate Offsets %Y: 1:0.2-00.2-8 2:43.80.2-0 3.0-3.80.1-0 fi:o-8-60-0-6 12:0-2-80.2-12 LOADING(psQ SPACING 2-0-0 CS] DEFL N (loc) I/tle0 Ifd PLATES GRIP TCLL 20.0 Pules Increase 1.25 TC 0.97 Vert(LL) -0.20 6-B >999 360 MT20 244/190 TCDL 15.0 Lumber Incomes 1.25 BC 0.72 Vefl(TL) -,:56 6-8 >520 240 BCLL 0.0 Rep Stress lncr YES WB 0.74 Herz(TL) 0.05 6 Na n/a BCDL 10.0 Code FBC2004fTP12D02 (Metro) Wind(LL) 0.11 8.9 >999 180 Weight: 144Is LUMBER BRACING TOPCHORD 2%4 SYP NO2 TOPCHORD Structural wood sheathing directly applied 0r 4-0-3 do, purins, except end vddiczis. BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid calling directly applied or 7-5.11 be bracing. WEBS 2%4 SYP No.3 REACTIONS (Ib/size) 13=1102/Meehanical, 6=1219/0-8-0 Met Harz 13= 326(load case 7) Max Upliftl3= 294(load case 4), 6=-472(load case 7) FORCES (Ib)- Maximum Compression/Maximum Tension TOPCHORD 1-13= 1017/521,1-2=-1824082, 23= 213N96B, 3-4= 12031629, 4-5= 1752/751, 5-6-2137/925, 6-7=0136 BOTCHORD 12-13-009,10.11-M. 9-00= 426, 8-9= 431/1555, 68=-687/19D6 WEBS 1-12-7991860,10-12=0/129, 242-1157/665, 3-9-155116, 4-B=-1/435, 4-9= 6891'324, 9.12=-221/1203, 3-12--47311429, 5-8= 394280 NOTES 1) Unbalanced roof 'lve loads have been considered for this design. 2) Wind: ASCE 7.98; 140mph (3-second gust); h=15ft; TCOL-4.2psf; BCDL-5.8psf; Category 11; Exp B; enclosed; MWFRS interior zone and GC Interier(1) zone; Lumber DOL-1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions sped0ed. 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord five lead nencancurrenl with any other live leads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Refer to girder(s) for Wss to truss connections. 7) Provide medlalidl connection (by others) of buss to bearing plate capable of Withstanding 2941E open at joint 13 and 472Ib uplift at joint 6. LOAD CASE(S) Standard Job Tense Truss Type Dry Ply MAVPAIR MODEL 5637 AS ROOFTRUSS 1 1 Job Reference Dona SC Tmss, 201 SW PL SC Lude Blve. bulb, 202, M. MwUnez PE#47182 air S. Waiter PEk54395 6.300 s Apr 42006 MiTek Industries, Inc. Mon Apr 0210:30.52 W07 Page 1 0-H 8 5-6-0 8-4-5 - 11-0-10 15-4-7 19-8-5 24-8-0 I26-0-0 I 0-1-8 5-4-8 2-10-5 2-8-5 4-3-14 4-3-14 4-11-11 1-4-0 se.laz. eu m= snot 9 �®MIxO= 'MMlall muRA Wt MMISC 0 ' 41> YIOYIm= 1 'malmll W e m a mellm ll snoerteo= uwarmu '4An�0` 0-H 8 5.6-0 8-4-5 11-0-10 17-6-6 24-8-0 i t 0-1-8 5-4-8 2-10-5 2-8-5 6-5-13 7-1-10 Plate Offsets Y: 2:0-3.00-Z4 4:0-2-00-2-0 5:0.2.80.2-0 :0-3-00-1-a W(10 80.2b UD440-3-4 13:0-2-00-04 LOADING(psQ SPACING 2-0-0 CS] DEEL in (fee) Well L/d PLATES GNP TCLL 20.0 Plates Increase 125 TC 0.59 Ven(LL) -0.07 9.10 >999 360 MT20 244/190 TCDL 15,0 Lumber Increase 1.25 BC 0.51 Ved(TL) -0.23 9.10 >999 240 BCLL 0.0 Rep Stress Ina YES INS 0.69 Hoa(TL) 0.06 7 Na Na BCDL 10.0 Code FBC2DD4/TPI2002 (Matrix) Wuld(LL) 0.10 9-10 >999 180 Weight: 1391b LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 3-11-13 oc purling, except end verticals. BOT CHORD 2 X 4 SYP No2*Except' BOTCHORD Rigid ceiling directly applied a 7-11-7 co bracing. B22 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS Wsize) 13=109Wechanical, 7=12DM-&0 Max Herz 13= 305(load case 7) Max Upliftl3= 318(load case 4), 7=A68(load case 7) PORCES (lb)-Madmum CompressiowMaxilnum Tension TOPCHORD 2-13= 1009/SDB,1-2=0n0, 2-3-176B796, 3-0= 1729,786, 4-5=-1263r683, 5-6-1344/665, 6-7=-2116'872, 7-8=O/36 BOTCHORD 13-14=0/0,12.13=0293,11-12=0/98, 3�12-316(267,10.11-26/73, 9-10-628H854, 7-9-626/1854 WEBS 2-12-831/1857, 10-12-452/1595, 5-10= 230/585, 6.10= 778W7, 6-9--0/294, 4-12-39Y250, 4-10= 813/347 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7.98; 140mph (3-second gust); h=15iq TCDLP4.2psf; BCDL.5.8psf; Category II; Exp B; enclosed; MWFRS interior zone and C-C Interier(l) zone; Lumber DOLW1.33 plate grip DOL-1.33. This buss Is designed for CC for members and farces, and for MWFRS for reactions specified. 3) This Was is not designed to support a caging and is not intended for use where aesthetics we a consideration. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 pat bottom chord live load noncancument with any other live loads. 6) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Refer to girder(s) for muss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3181b uplift at joint 13 and 4681b uplift anoint[ 7. LOAD CASE(S) Standard Job Truss Truss Type Oly Ply MAYFAIR MODEL 5637 A6 SPECIAL 1 1 Job Reference o liana SC Truss, 2D1 SW PI. SL Lucie Blvd. Suite 202, M Martlnez PEtl47182 or S. Water PE454395 6.30D s Apr 4 2006 m i ek Industries, Inc. Mon Apr 021020:53 2007 Page 1 5-0-0 9-11-3 12-10-0 19-1-0 24-8-0 26-0-0 5-0-0 - 4-11-3 2-10-13 '6-3-0 5-7-0 1-40 sv..l. .I u4urm= !Tor 3 1GYR0= 1. Ivmvn 6 A= • ! a W. we ' i W"T 5 II u le I aeurmn !nlmm= ! = I�8 e ' !e e a 1.lM MAII eOeIA= ]e1rID� I 5-0-11 12-10-0 19-1-0 i 24-8-0 r { 5-0-11 7-9-5 6-3-0 5-7-0 Plate Offsets X 1:0.3.00.2-4 2U-2-00-3-0 6:D.2-1s0.1-0 8:0-1-1z0-1-8 11:0.2.80.2- 12:0-0.00.1-8 LOADING (psQ SPACING 2-0-0 CSILDcFFL YdeO Vd PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.56ert(LL) -0.2811-12 >999 360 F4r20244/190 TCDL 15.0 Lumber increase 125 BC 0.76ert(TL) -0.8611-12 >337 240 BCLL 0-0 Rep Stress Ina YES WB 0.73rz(rL) 0.13 8 Na NaSCOL 10.0 Code FBC2004/rP12002 (Matrix)nd(LL) 0.20 , 10 >999 180 Weight: 134 lb LUMBER BRACING Me CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 3-4-14 oc pudms, except end verticals. BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling dredly applied or 10-0-0ce bracing, Except WEBS 2X 4SYP No.3 7-01.2 m bracing: 6-8. REACTIONS (INslze) 13.1091UMechadca1, 6-123110-8.0 Max Harz 13.-298(load case 7) Max UpIi013-290(load rase 6), 6=-468(Iwd case 7) FORCES (b)- Madmum Compresslon(Muimum Tension TOP CHORD 1-13-1062/470, 1-2.-21831860, 2$=2301RJ37, 3-0=312511250, 4-5=-312811142, 5-6=-2234/856, 6.7A/d6 �BOTCHORD 12.110(266,11-12.-31ra11648,9-10=Wo,8.9=4V41,6.8=-626/1971 WEBS 1-12-865/2272, 2-12e117B/615, 3-12.-228R39, 3-11=-626/1761, 5.8-724/339, 9-11=OH59, 4-11=-294/255, 8-11-67212100, 511-1551856 NOTES 1)Unbalanced Tool live loads have been considered for this design. 2) Wind: ASCE 7-96; 14Cmph (3-second gust); h-158; TCDIf4.2psf; BCOL=6.epsl; Category II; Exp B; enclosed; MWFRS interior cone and OC lmerior(1) zone; Lumber DOL.1.33 plate grip DOL.1.33. This lass is designed for C-C for membem and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water pondmg. 4) This truss has been designed for a 10.0 psf bottom chord rive load noncancunent with any other live loads. 5) This muss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assumnce Inspection. 6) Refer to ginderIs) for lass to truss connections. 7) Provide mechanical connec00r (by other:) of muss to bearing plate capable of withstands 2901E uplift W joint 13 end 468lb uplift at joint 6. LOAD CASE(S) Stallard i- Job Truss Truss Type Oly Ply MAYFAIR MODEL 5637 A6A SPECIAL 1 1 Job Reference (optional SC Truss, 201SIN Pt. St Lucie Blvd. Suite 202,MMan inez PEN47162 or S. Wester PEp54395 .. 6.300 s Apr 42006 MITek lrldustrlec, Ix. Mon Apr 02 10:30:54 2007 Paget 3-0-0 9-11-3 12-10-0 18-2-14 24-8-0 { I 3-0-0 6-11-3 2-10-13 5-4-14 6-5-2 1-4-0 s s.I aemm= ] smfor murma rearm= rearm= I 8 It I] t] I ]a Na011 ]®NrzO= 16v1ID= = Itp`y_{ 0 QQ 7 y to o e Is.armn ]earzo= ]eulmc 3-0-0 7-11-0 12-10-0 18-2-14 24-8-0 3-0-0 4-11-0 4-11-0 5-4-14 6-5-2 Plate OBsela XV: 1:03-OW2< 2:0-&80.2.4 :0.300.2-4 4:o-1-120.1-8 6:0.2-150-1-6 8:0-2-80-1-8 11:0.2-40-0d 13:0.2.8D-1-8 LOADING psQ SPACING 2-" CSI DER. In (bc) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.53 Ven(LL) -0.14 10 >999 360 MRO 244/190 TCDL 15.0 Lumberincrww 1.25 BC 0.72 Veri -0.44 10 >667 240 BCLL .0.0 Rep Stress Ina YES WB 0.74 Hom( -) 0.15 6 Na We BCDL 10.0 Code FBC2D04rrP12002 (Matrix) Wind(-L) 0.18 10 >9% 180 Weight: 131b LUMBER BRACING TOPCHORD 2 X 4 SYP Not TOP CHORD Structural woad sheathing directly applied or 3.2-14 on puns, except end verticals. BOTCHORD 2 X 4 SYP N0.2 BOTCHORD Rigid ceiling dreary applied or7-0-10x bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ilo/slze) 14=1099/Mechanical, 6.123210.8.0 Max Hare 14-271(load case 7) Max Uplih14-287(load case 6), 6-470(load case 7) FORCES (Ib)- Maximum Compresslon(Maximum Tension TOP CHORD 1-14-104B1434,1-2--2151/896, 23—IBW29, 34=-1794743, 4.5=3219/1170, 5-6=-219ZSU, 6-7.01J6 BOTCHORD 13-1d=W252,12-13s690/22S7,11-12=-79W2M, o.lo� 0, 8.9�10132, 63-- 609/1926 WEBS 1-13-965'2305, 2-13--941/519, 2-12=-MM79, 3-12-22&M, 4-12=-14601539, 8-11-6832161, 5.8--923395, 9-11=W129, 4-11--25811007, 5-11=-182996 NOTES 1) UMalanced roof live loads have been considered for this design. 2) Wmd: ASCE 7-98;140mph (3secend gust); h-15ft; TCDL.4.2psf, BCDL> S.Spsf; Category II; Exp B; enclosed; MWFRS interior zone and PC Intorlor(1) zone; Lumbar DOL-1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water palling. 4) This Was has been designed for a 10.0 par bottom chord five bail noncenament with my ether five loads, 5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Refer to girder(s) for buss to truss connections. 7) Provide mechaNcel connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 14 and 470Ib uplift at joint 6. LOAD CASE(S) Standard Job Was Truss Type Oy Py MAYFAIR MODEL 5637 A6B SPECIAL 1 1 Job Relerenca o tong SC Truss, 201 SW Pt. SL I utle Blvd. Suite 202, M. Martinez PE#47182 ar S. Wader PE#54395 6.300 s Apr 4 2006 MRek badustrles. Inc. Mon Apr 02109o5S 2007 Page 1 1-0-0 5-5-7 9-11-3 12-10-0 18-2-13 24-8-0 26-0-0 1-0-0 4-5-7 4-5-13 2-10-13 5-4-13 6-" 1-4-0 sw.0 Imtxra= s amr 1.Sp M]911 IS.IMAII Mal TDYIA= ] i x II ]MATA= = Q B A B I] 11 10 I.]tlnlimll YBMRJ= ��� 6-6-12 12-10-0 18-2-13 24-8-0 r 6-6-12 6-3-4 5-4-13 6-5-3 Plate Offsets KY): : 2:0-3.12 0.3.8 8:0-2-15 0.1-8 10:04.80-1.8 13:0.2-8 D-2-12 LOADING(psQ SPACING 2.0-0 CSI DEFL in (I-) Well IJd PLATES GRIP TCLL 20.0 Plates lnaease 125 TC 0.41 Ved(LL) -0.261&14 >999 360 MT20 244/190 TCDL 15.0 Wmber lnaease 1.25 SC 0.84 Ved(TL) -0.79 13-14 >370 240 BCLL 0.0 Rep Stress torn VES WB 0.68 Hors(TL) 0.14 8 Na Na BCDL 10.0 Code FBC2004/1P12002 (Matrix) Wlnd(LL) 0.19 12 >999 180 Weight: 1241b LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-12 be purlins. BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid calling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP N0.3 REACTIONS (m/size) 3=1172/Mechanical,8=123SO." Max Horz 3-228f load mse 7) Max Uplifl3=-361(load case 6), 8-474(load case 7) ' FORCES (lb) -Maximum CampressiontMaximum Tension TOP CHORD 1-2=0N, 2-3-2427/975, 2-0-2352/916, 45= 2371/1050, 5-6-3076/1260, 6.7-3092/1167, 7-8= 2199(863, 8.9-MB BOTCHORD 3.14-5852136,13-14-340/1555,11-12=01g,10-11--8/J5, 8-10=627JI932 WEBS 4-14-341/310,5d4=-330/807,513-611/1709,7-10=8541381,11-13-0A31,6-13=235/214, 10.13=690/2132, 7-13=169/875 NOTES 1) Unbalanced mat Me loads have been considered for this design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h=15fq TCDL-4.2psf; BCDL=5.8psf; Category 11; Exp B; enclosed; MWFRS interior zone end C-C Interior(1) zone; Lumber DOL-1.33 plate grip DOL-1.33. This buss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This buss has been designed for a 10.0 pst bottom chord rive load nonconcxment with any other two loads 5) This was requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurarlce inspection. 6)Refer to girder(s) for buss to truss connections. ' 7)Provide mechanical connection (by others) of wsa to bearing plate capable of withstanding 361 Ib uplin at joint and 4741b uplift at faint 8. 8) Design assumes 42 (flat cdentation) Pur ins at cc spacing indceted, fastened to buss TO W/ 2-10d nails. LOAD CASE(S) Standard ' Job Truss Truss Type Cy Ply MAYFAIR MODEL 6637 A7 ROOFTRUSS 1 1 Job Reference (optional) SC Truss, 201 SW Pl.a Wde BNd. Suite 202, M. Martinez PE7/47182 or S. Warner PEA54395 6.300 s Apr 4 2006 MiTek mdusble% Ina Mon Apr U21030:562007 Pagel 011-8 5-6-0 -4-51 8-11-9 13-1-11 18-8-6 24-8-0 ^ �26-0-0 0-1-8 5-4-8 0-10-5 2-7-4 4-2-2 5-6-11 5-11-10 1-4-0 ew1-�x] seam= smr mhxm= � se moumm= acmx= l i v]e 1 aulAll = IQO e B 11 I] 1] 11 to ISMI(Imll MxIA= ]IMN= ISw YIAII ��� 0-1-8 5-6-0 -4-Si 8-11-9 13-1-7 13-1-11 18-8-6 24-8-0 n 0-1-8 5-4-8 0-10-5 2-7-4 4-1-14 0-0-4 5-6-11 5-11-10 Plata Odwts % 2: e0-2-0 3:U2-80.2-0 4:05402-0 6:D2-1 0.2-4 V300.1-5 1545-40-2-01641-12O4d LOADING(wQ SPACING 2-0-0 CSI ' DEFI- in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.92 VW(LL) -0.12 14 >999 360 hmo 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.44 VW(TL) -0.34 14 >837 240 BCLL 0.0 Rep Stress Inv YES WS 0.84 HorI(Ty 0.08 S Na Na BCDL 10.0 Code FBC2004frPI2002 (Matra) Wmd(LL) 0.18 14 >999 180 Weight: 139lo LUMBER BRACING TOPCHORD 2 X 4 SVP No.2 TOPCHORD Structural wood sheathing directly applied or 3-3-0co purfns, except end verticals. BOTCHORD 2 X 4 SVP N0.2 BOTCHORD Rigid wiling directly applied or 10-0.0 ac bracing, Except WEBS 2 X 4 SVP No.3 7-7-3 cc tracing: 10-11 ' 7-7-5 0o bracing: 8-10. REACTIONS (fib/size) 16=1101/Meth=Ical,S=121ON-8-0 Max Horz l6-261(load caw 7) Max Upliftl6= 322(load was 4), B-452(load caw 7) FORCES (b)-Madmum Compression&laldmum Tension TOPCHORD 2-16-1016'520,1-2-&0, 2-3= 272W1210, 3.4=-317611474, 45-136W63, 5-6-13661763, 6-7-1558O61, 7-8-2165911, 8.9=WW BOTCHORD 16.17=W0, 1546-0/229,13-14=O10,12-13-19/54,11-12=-368/1265,10-11=-677/1926, 8.10=677/1926 WEBS 2-15-11592611, 4l2-740/270, 411-101/245, 5.11--9/304, 7-11=-616292, 7-10=0244,13-15=0/60, 3-16-1475/807, 12-15=-427/1476, 4-15=-913/2266 NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wald: ASCE 7-98; 140mph (3-second gust); h-15ft; TCO W.2psQ BCOL.5Spsi Category II; Exp B; enclosed; MWFRS interior zone and OC Interior(1) zone; Lumber DOL=1.33 plate grip DOL-1.33. This been Is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This Won Is not designed to support a ceiling and is not Intended for use where aesthetics we a consideration. 4) Provide adequate drainage to prevent water pending. 5) This two has been designed for a 10.0 psi bottom chard five load nonwncunent with any other five Iwtls 6) This ours requires plain inspection per 01e Thoth Count Method when this Man is chosen for quality assurance inspection. 7)Refer to girder(s) for truss to truss connections. 8) Provde mechanical wrinecgon (by others) of truce f c banning plate capable of withstanding M fic uplift at Kim 16 and 452Is uplift at joint 8. LCADCASE(S) Standard Job Truss Truss Type Oly Py MAYFAIR MODEL 5637 AS SPECIAL 2 7 Job Referenca o Honal SC Truss, 201 SW Pl.St. Lucia Blvd. Suite 202, M.Nn Maez PEi147182 or S. Warier PE#54395 6.3005 Apr 4 2006 6NTek NtlusVles, Inc. Mon Apr 0210:30:56 200] Pagel 5-3-8 k 9-11-3 12-10-0 18-4-1 24-8-0 f260-0 r-1-4-0 i 1-4-0 5-3-8 4-7-11 2-10-13 5-6-1 6-3-15 1-4-0 swo•m lmweo= Bout lsaurma Is..urnn s W3 B murme B x u oelnrno m1mm= s = v 0 1j 11 t0 B 1.6NMIA 11 MNIA= mN�� 6-9-3 12-10-0 18-4-1 24-8-0 6-9-3 6-0-13 5-6-1 6-3-15 Plate Offsets XY: 2:0-2-150.1-6 :0.2-150-1-B 941-120-1-8 12:0-2-40-8-0 LOADING(psQ SPACING 2-M CS! DEFL N (Nc) Wall LV PLATES GRIP TOLL 20.0 Plates Increase 125 TC 0.40 Ved(LL)-0.1612-13 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.64 Ved(TL) A.51 72-13 >560 240 BCLL 0.0 Rep Suess [nor YES WE 0.67 Hcrz(TL) 0.13 7 Na Na SCDL 10.0 Coda FBC2004/TPI2002 (Matrix) Wind(LL) 0.10 17 >999 180 Weight: 124 He LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 3-4-3 oc purins. BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 8.3-0oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (11Ysizo) 2-121510.8-0,7=121810-8-0 Max Holz2=-216(load case 7) ' Max Uplift2=-413(load case 6), 7-469(load rase 7) FORCES (N)- Maximum Compression/Mavimum Tension TOP CHORD 1-2=036, 2-3-2198B01, 3-0= 2008770, 4.5— 3039/1193, 5-6-305311100, 6-7-216PA23, 7-8=0/36 BOTCHORD 2-13�461/1937,12-13=275/1519,10-11-010,9.10=7M.7.9=587/1899 WEBS 3.13a272/224, 413=-9]/513, 412-61311710, 9-12-65lr2092, 6.9-835.361, 10.12=0/138, 5-12=-245216, 6-12-14E/872 NOTES 1) Unbalanced roof Me loads have been consxfered for this design. 2) Wind: ASCE 7-98; 14Dmph (3-second gust); h=15ft; TCDL�.2psf; BCDLSXpsl; Category II; Exp B; maimed; MWFRS interior zone and C-C Interbr(1) zone; Lumber DOL=1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live leads. 4) This Was requires plate Inspection per the Tooth Count Method when this buss Is chosen for quality assurance Inspection. 5) Provide mechanical connection (by Others) of truss to bearing plate capable of withstanding 413 fa uplift at joint 2 and 469 to uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Dly Ply MAYFAIR MODEL 5637 A9 SPECIAL 1 1 Jab Referenw 0 tional SC Two, 201 SW Pi. St Wtle Blvd. Suite 202, M.Martinez PEtl47182arS Waiter PE454395 6.300 s Apr 4 2006 MTek Industries. Inc. Man Apr 02 10:30:57 2007 Page 1 4-4-5 5-6-0 6-11-8 11-0-6 15-1-5 19-6-11 24-8-0 ' I26-0-0 ! 4-4-5 1-1-11 1-5-8 4-0-14 4-0-14 4-5-7 5-1-5 1-4-0 sa.lu BMm= fear p+Mmn � s e ]GMAu 4HMA= 3 z ]..Mmc .ALIz 7 S6MM= B IS B.IOMS= B I@p' B B Ijl I] 1Y II Ip 'd Mmll .BMA= 9BMA= 19w MAll ]BMA. 4-4-5 5-6-0 B-11-8 15-1-5 19-6-11 24-8-0 ' 1 4-4-5 1-1-11 1-5-8 8-1-13 4-5-7 5-1-5 Plate Offsets 2:04-004d 4U&00-2d &0-240.2d 8:D-3-50.1-8 12U2.80.1-12 14:0",0-2-8 LOADING(psQ SPACING 2-0-0 CSI DEFL In (be) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.89 Ved(LL) -0.16 13 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.95 Vert(T-) -0.4911-12 >596 240 . I BCLL 0.0 Rep Stress Inv YES WB 0.86 HoaCrL) 0.14 8 n1a n/a SCDL 10.0 Code FBC2004rrP12002 (Matrix) Wmd(LL) 0.23 13 >999 180 Weight: 1341b LUMBER BRACING TOPCHORD 2X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 3-2-3 oc pudins, exceptendverticals. BOTCHORD 2 X 4 SYP N0.2'ExcepP BOTCHORD Rigid ceiling directly applied or 2-2-0 an bracing. B22 X 4 SYP No.3 - WEBS 1Raw at midpl 2-15 WEBS 2X 4SYP No.3 REACTIONS (fib/size) 16=1084/Mechanical, 8=1213I0.8.0 Max Horz 15=-21 B(Ioad case 7) Max Upli815= 330(bed case 4), 8=-436(load case 7) FORCES (m)-Max(imum Compression/MaxMum Tension TOPCHORD 1-15= 244/160, 1-2=d63/193, 2-3= 3271/1447, 3-4=-3100/1420, 4-5--1378T5, 5-6-1585R42, E7>17631855, 7-8= 2204/948, 8.9=0/37 BOTCHORD 14-15=4510/3772, 13.14=-77/9, 3-14--25/41,12-13—SW158, 11-12=-610/1616,10-11 714/1947, 8-10=-714/1947 WEBS 2-15=-3389/1599, 2-14=-898/530,12-14=-68212157, 4-14=-10292696, 442-140Q(541, 5-12--396403, 541-157/108, 6-11--92/384, 7-11-420212, 7-10=0/159 NOTES 1) Unbalancetl reef live loads have been considered far this design. 2) Wind: ASCE 7-98; 140mph (3-second gum; h-15ft; TCDI-4.2psf; BCDL=5.80; Category 11; Exp B; enclosed; MWFRS interior zone aed C-C Intedor(1) zone; Lumber DOL-1.33 plate grip DOL=1.33. This no is designed for C-C for members and farces, and for MWFRS for reactions specified. 3) Provide adequate drainage W prevent water pending. - 4) This truss has been deslgreed for a 10.0 psf bottan chord five load nonecncnRenlwith any other five loads. 5) This buss requhes place inspection per the Toom Count Method when this truss is chosen far quality assurance inspection. 6) Refer to girder(s) for buss to buss connections. 7) Provide mechanical connection (by others) of no to bearing plate capable of withstanding 330Ib uplift at joint 15 and 4361b uplift at joint S. LOAD CASE(S) Standard Job Truss Truss Type Oy Ply M YFAIR MODEL 5637 AG ROOFTRUSS 1 1 Job Reference (optional) SCTmss, 201 SW Pt. St. Lude Blvd. Suite 202, M. Martinez PHf47182 or S. Warter P&k 395 6.3GG s Apr 42006MuTek Indusides,Inc. Mon Apr021030:582007 Pagel 14-2-0 -1-4-0 1-9-8 6-7-2 12-4-0 12�19-0 19-1-2 24-8-0 i26-0 01i i { 1-4-0 1-9-8 4-9-10 5-8-14 0-6-01-4-0 4-11-2 5-6-14 1-40 wllrm= s m xnm. e � S,IOIdrm= OM m= »"r JY NN E m I11m= Is+ulmll .maim= auurm= = ttj�lyde+ e y 13 II 10 I S.IMImII i6Nlm= ��� 14-2-0 1-9-8 6-7-2 12-4-0 12P1q-0 19-1-2 24-8-0 I 1-9-8 4-9-10 5-8-14 0-6-01-4-0 4-11-2 5-6-14 Plate Offsets XV: :67-120-2-8 4:0-0-062-4 5:030G-2-4 6:0-1-1241-B :0-3-120.1-8 8:0-3-00-1-8 10A2-841-8 13.0-6.00.3.0 15:G-3-8G1-8 LOADING (calf SPACING 2-M CSI DEFL in (loc) Vden Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) -0.40 14.15 >721 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.88 Ved(TL)-1.2014-15 >241 240 BCLL 0.0 Rep Stress Ina NO WB 0.80 Hcrz(TL) 0.27 8 n/a n/a BCOL 10.0 Code FSC20D4RPI2002 (Matra) Wirl 0.611b15 >471 180 Weight: 130lb LUMBER BRACING TOPCHORD 2 X 4 SYP NO2'Eltcepl' TOPCHORD Structural wood sheathing directly applied or 2.2-50o Wdins, T22 X 4 SYP No.1 BOTCHORD Rigid ceiling directly applied or 4-0-10 at bracing. BOTCHORD 2 X 4 SYP NO2'ExcepC WEBS 1 Row at midpt 414 B12X4 SYP SS JOINTS 1 Brace at Jt(s): 13 WEBS 2 X 4 SYP No.3'Except' W22 X 4 SYP Not REACTIONS (IWsize) 2-1215168-0, 8-1219/0-8-0 Max Harz 2-292(load case 6) Max Upfift2-655(load case 5), 8-722(load case 6) FORCES (ib)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0136, 2-3=-2445946, 3-4=-5704/2498, 4-5=-242a'936, 5-6--2368/974, 6.7-317311215, 7-8=-2204/994, 8-9=0/36 BOTCHORD 2-16-8152177,16-16= 81312215,14-15= 251B1582B,13-14-87=893, 11-12=W0, 10.11--12/35, 8-10= 747/1942 WEBS 3.16-16965.4-15-077/434, 7-10-795'413, 3-15=16503540,11-13=01153, 6-13-321/955, 1G73-853c2183, 7-13-223I836, 5-14=d8M135b, 6-14=-997/505,4-14=-7651/1817 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wmtl: ASCE 7.98; 140mph (3-sewnd gust); h=151p TCOL-4.2psf; BCOL-5.8psf; Category II; Exp B; endosed; MWFRS gable aid zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL-1.33 3) Provide adequate drainage to prevent water pondmg. 4) This moss, has been designed for a 10.0 psi bottom chord rive load nammncunent with any other five loads. ,5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 655 to uplift at joint 2 and 7221b uplift at joint 8. '7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 581b down at 1-9-Bantopchord,and0lbdownat 1-Mon bottom chord. The designtseledion of such connection device(s) is the responsibility of others. 8) In the LOAD CABBIE) section, loads applied to the face of the hues are noted as front (F) or batik (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (pit) Vert: 13-70, 3-0= 70, 4-5-70, 5-9-70, 2-13=-20, 8.12=20 Concentrated Loads (ID) Van: 16-0(B) Job Truss Truss Type Oty Ply . MAYFAIfl MODEL 5637 B ROOFTRUSS 8 1 Jab Reference(opVorag SC Truss, 201 SW Pt SL use Blvd. Suite 202, M Martinez PE#47v12 or S. Winer PEV5 395 6.3W aAm 42006 MTek kMustdes, ac. Mon Apr 021020M 2007 Page 1 -1-4-0 8-1-10 11-7-8 17-1-6 1 23-3-0 24-7-0 i 1-4-0 6-1-10 5-5-14 5-5-14 6-1-10 14-0 sw.1 BaerzB= x imr rs.Brrmo S.ur o„ w= B B 10 B B ]GM'A bIYIA= LBYfS= ]MYIS= ]6YIDe 7-8-15 15-6-1 23-3-0 7-8-15 7-9-3 7-8-15 LOADING (psi) SPACING T DER. in (loc) VdeO lid PLATES GRIP TOLL 20.0 %0 Plates Increase 1.25 TC 0.38 Ved(LL) -0.07 2-10 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.50 Ved(TL) -0.24 8.10 >999 240 BCLL 0.0 Rep Suess [nor YES WB 0.19 Hca(TL) 0.06 6 We We BCDL 10.0 Code FBC2004frP12002 (Matrix) Wind(LL) 0.10 8.10 >999 180 Weight: 10311, LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOPCHORD Structural wood sheathing directly applied or 4.2-11 bepurGns. BOTCHORD 2X 4SYP N0.2 BOTCHORD Rigid ceiling directly applied or 84-14 an bracing. WEBS 2X 4 SYP No.3 REACTIONS ([Nsire) 2-1137/88-0, 6=1137/0-9-0 Max Hom 2-126(load case 6) Max Udi02o-428(load was 6), 6= 428(load case 7) FORCES (Ib)-Madmum Compmssim/MoAmum Tension TOP CHORD 1-2=WSG. 2-3=19B71785, 3-4-174G753, 4-5-174Of753, 5-6=-19621785, 6-7=0fJ6 130T CHORD 2-10w56H722, &10= 28N1181, 89= 28N1181, 6-a=SSN1722 WEBS 3-10-36N284, 4-10-181l593, 4.8-181/593, 5-8= 360/284 NOTES 1) Unbalanced mot live loads have been considered for this design. 2)Wmd:ASCE7-08;140mph(B-.omd Wu );h-15b;TCDW.2psl;BCOU .Bpd;Category11;Exp B;mdosed;MWFRS mmcrzaneand C-CtWmor(1)Zone; Lumber DOL=123 pate gdp DCL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This Was has been designed for a 10.0 par bottom chord live load noncenwment with any other give loads. 4) This truss requires plate inspectim per the Tooth Count Method when this buss Is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 4281b uplift at joint 2 and 42B to uplift at joint 6. LOAD CASE(S) Standard - Job Tmss Truss Type Cy Py MAYFAIRMODEL 5637 Bl ROOF TRUSS 1 17 Refereme (optional) SC Truss, 201 SW Pl.St. Lucie Blvd. Suite 202. M. Martinez PEM47182 or S. Wafter PEN54395 6.300 a Apr 4 2006 MTex industries, Inc. Mon Apr 021020SM07 Page 1 -1-4-0 6-0-15 11-0-0 12-3-0 17-2-1 23-3-0 I 1-4-0 6-0-15 4-11-1 i 1 1-3-0 4-11-1 6-0-15 sma-fa] 15rr fmA 11 YBfmO= ]6M11A= 5 B ' LWII 1.SM An9� ] 15N A2S.tG r WI WI B ]0MIA5 ]W MIA= a®MRO= ]b Hlaryl� 12-3-0 6-0-15 P 11-0-0 12-2-0H 17-2-1 22-10-15 233-0 6-0-15 4-11-1 1-2-0 4-11-1 5-6-14 0-4-1 0-1-0 Plate Offsets X 2:0-3-0a1-8 a:0-3-40-2-4 6:o-3-a0.2-4 8:0-3-0 o-t-8 LOADING(psf) SPACING 2-0-0 CSI DER. in (lee) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.83 Ved(LL) -0.26 2-10 >999 360 MT20 244/190 TCOL 15.0 Lumber Increase 1.25 BC 0.90 VergTL) -0.74 8-10 >364 240 BCLL 0.0 Rep Stress lncr YES WE 0.36 Hoa(TL) 0.07 8 We n1a BCDL 10.0 Code FBC2004/1PI2002 (Matrix) Wind(LL) 0.22 8.10 >999 180 Weight: 99 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOTCHORD 2X4SYPNo.2 BOTCHORD Rigid ceiling directly applied or 4-1 1-3 oc bracing. WEBS 2X 4 SYP No.3 REACTIONS (Ib/size) 8=1012/0-8-0,2=1141/0-8.0 Max Horz2=205(load case 6) Max Uplift8=-499(Ioad Case 7), 2=-674(load case 6) FORCES (to)- Maximum CompressioNMaximum Tension TOP CHORD 1-2=0/36, 2-3-1913/1600, 3-4--1"7/1179, 4-5=-1266/11T/, 5-6=-1266t1177, 62=-1448/1181, 7-8=-1930/1633 BOTCHORD 2-10=132B/1700,9-10=-1369/1721,8-9=-1369/1721 WEBS 3.10= 505/640, 7-10=-528/%S, 5-10= 4021704 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7.98; 140mph (3-second gust); h-1 Sit; TCOLA.2psf; BCOL-5.Bpsh Category II; Exp B; enclosed; MWPRS gable end zone and C-C Exteriogl!) zone; cantilever left and right exposed; Lumber DOL-1.33 plate grip DO(a1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water pending. - 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 49910 uplift at joint 8 and 674Ib uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type ON Ply MAYFAIR MODEL 5637 82 I ROOFTRUSS 1 1 Job Reference o tl ITe SCTmss, 201 SW PI. St. Luce Blvd. Suite 202, M. Martinez PE#47182 or S. Warter PE#54395 3.3013s Apr 4 2006 MRek Intlusides, Inc. Mon Apr 0210:31:002007 Pagel 22-7-0 ' -1-4-0 5-8-11 9-0-0 14-3-0 18,3-9 21-6-8 2-4-6 I } 1-40 5-6-11 3-3-5 5-3-0 4-0-9 3-2-15 n s�a..hasa 0-10-0 028 .6 BR30= IBMIA= S h.5NM19t� ISMMfAO =BB[1-22 B ] B w ] B n ]EMr]OG ]q MfA= BN MIA= BbM191= B 9NMFAlI 22-7-0 9-0-0 14-3-0 21-6-8 2117 3 I 9-0-0 5-3-0 7-3-8 0-0-11 0-11-13 Plate Offsets X 2:03-00.1-8 4:0-2-020.2-4 5:0-M0.2.4 9:0-1-130.1-2 IAADING(psQ SPACING 2-0.0 CS] (lac) Utlefl Vd PIATE9 GRIP TCLL 20.0 Plates Increase 1..2 TC 0.470.15 2-13 >999 360 MT20 244/190 TCDL 15.0 Wmber lnorease 1.25BC 0.540BCLL FDEIn 0.0 Rep Stress [nor YES WB 0.120BCDL 10.0 Code FBC20047rP12002 '(Martino O.H 2-13 >999 180 Weight:97lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 4-3-4 oc pudins. SOT CHORD 2X 4 SYP No.2 BOTCHORD Rigid calling directly applied or 7-5-6ocbracing. - WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1129r0-8.0, 9=1065IMechanical Max Hon �117(load case (i) Max Uplift2=404(load case 6), 9= 336(load case 7) FORCES (Ib)- Maximum CompressioNMaAmum Tension TOP CHORD 1-2=9/36, 2-3-1912I850, 3.4=-1595r751, 4.5= 1437/738, Sf.=-1579/754, 6.7-1808/871, 7-9=-18751956, 7-8=0/0 BOTCHORD 2-13=-684/1681,12-13=-516/1437,11-12=-706/1612,10-11-706/1612;9-10=-706H612 WEBS 4-13-36/378, 3-13=365/248, 5-12=-53309, 6-12= 290/255 NOTES 1) Unbalanced root live loads have been consklered for this design. 2) Wind: ASCE 7.98; 140mph (3-second gust); h-15ft; TCDL=4.2psf; BCDL=5.8pst; Category II; Exp B; enclosed; MWFRS interior zone and C-C Interior(1) zone; Lumber DOL=1.33 plate grip DOL=1.33. This Was is designed for C-C for members and forces, and for Ml for reactions specified. 3) Provide adequate drainage to prevent water pondng. 4) This buss has been designed for a 10.0 psl bottam chord live load nonconcunent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to tons connections. 7) Pravda mechanical connection (by others) of truss to bearing plate capable of withstanding 4041b uplift at joint 2 and 336lb uplift at joint 9. 8) Design assumes 4x2 (Bat odentatlon) purlins at oc spacing Indicated, fastened to Mae TC w/ 2-1 Out nails. LOAD CASES) Standard Job Truss Truss Type Ory Ply MAYFAIRMODEL 5637 BG ROOFTRUSS 1 2 Job Reference Rona SC Truss, 201 SW Pt. Sc Lude Blvd. Sulle 202, M. MaNnez PEp47182 or S. Waiter PEp54395 6.300 s Apr 4 2006 MRek IntlusMes, Inc. Mon Apr 021091:02 2007 Page 1 4-6-14 8-1-3 11-7-8 15-1-13 18-8-2 23-3-0 1 24-7-0 4-6-14 3-6-5 3-6-6 3-6-5 3-6-5 4-6-14 1-4-0 su._1 BdMAII B ffial>o% ffiunm, Smr B 9 Ix.,usO SNMIitO Wl B 8 1 ] BI LA B B 11 11 IS I] IB I] 1B II IB A 10 B in or M3NIAG BBMIM= ]b MIA= 56N]M1= 11zvme- BdYIA= 6-4-1 11-7-8 16-10-15 23-3-0 i 6-4-1 5-3-7 5-3-7 6-4-1 Plate Offsets 10.4-130.1-12 3:0-1.8, 1l 1 V1-80-1-8 :04-130-1.12 963-00-4-4 ll:0.4-0044 1243-0Od-4 LOADING(psQ SPACING 2-0-0 CSI DEFL In 000) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TO0.90 Ven(LL) -0.19 9-11 >999 360 MT20 244/190 TCDL 15.0 Lumber lnor as 1.25 BC 0.79 Ven(rl-) -0.56 9-1 >487 240 MT20H 1871143 BCLL 0.0 Rep Stress lncr NO WB 0.63 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FBC2004(TP12002 (Matrix) Wind(LL) 0.23 9.11 >999 180 Weight: 2641b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Svucwral wood sheathing directly applied or 24400 purlins. GOT CHORD 2 X 6 SYP SS BOTCHORD Rigid call Grectly, applied or 9.2-1 oc bracing. WEBS 2 X 4 SYP No.3'Excepr W4 2 X 45YP No.2 WEDGE Lefl:2 X 2 SYP No.3, Right:2 X 2 SYP No.3 REACTIONS pb/size) 1=7291 0-8-0,7-6738/0-8-0 Max Horz 1-143goad case fi) Max Upliftl=-2213(load case 5), 7-2194(load case 6) FORCES (to) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1373614161, 23-1359514114, 3.4=-93512913, 4.5-93512924, 5-6-13474/4164, 67-13611/4203, 7.8=0/41 .BOT CHORD 1-13-3843/12568, 13.14-3843/12568,14-15-3843/12558,12-Ira-3843112568, 12-16=-3228110699, W-17=-3228/10699, 17-18— 3228110699, 11-18-3228110699, 11-19= 3171/10651,19.20-.3171/10651,10-20=-3171/10651, 9-10=3171/10651, 9-21-3748112443, 21-22-3748/12443, 7-22-374B/12443 WEBS 2-12-99/149, 3-12-10829855, 3.11=-2884/929, 4-11-209516835, 5.11-2818972, 5.9-1137/3744, 6-9=- 130 NOTES 1) 2-ply truss to be connected together with 10d (0.131'x3l nails as follows: Top chords connected as follows: 2X4.1 row at 0-9-0 oc Bottom chords connected as 10110wa: 2 X 6.2 rows at 0.4-0 oil Webs connected as follows: 2 X 4 -1 row at 0.9-0 oc. 2) All loads are considered equally applied to a0 plies, except 8 noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to piy connections have been provided to dlstribule only loads noted as (F) or (8), unless otherwise indicated. ' 3) Unbalanced roof live bads have been considered for this design. 4) Wind: ASCE 7-98; 140mph (3-second gust; 1=150; TCDL�.2p5Q BCDL=S.epsb Category 11; Fxp B; enclosed; MWFRS Interior zone; lumber DOU1.33 plate grip DOLU1.33. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrentw th any other live loads 6) All plates are MII20 plates unless otherwise indicated. 7) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding Ml3 to uplift at joint 1 and 2194lb uplift at joint 7. 19) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1152Ito down and 3731b up at 1.0.12, 10791b down and 298 m up at 3-0-12, 1078 tb down and 302 tb up W 5 0-12,10821b down and 3051b up at 7-0-12, 10641b dawn and 3391b up al 9-0-12, 10841b down and 3441b up I at 11-0-12,10721bdomand3521bupal 13-0-12,10721bdownard3621bupat 15-0-12,1072fodoxnand3301bupat 17.0.12,end1081Wdownand3341b I up at 19-0-12, and 1064lb doom and 3421b up at 21fi12 on bottom chord. The design/selection of such connection devices) is the responsibility of olhem LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase=125 Uniform Loads (pIQ Veh 13-70, 4-8-70, 1-7-20 Concentrated Loads (to) = Van: 9-1072(B)13-1152(B)14-1079(B)15-1078(B)16-1082(B) 17-1064(B)18-1064(8) 19-1072(B) 20-1072(B) 21-1081(B) 22=-1054(B) Job Truss Truss Type Oy Ply MAYFAIR MODEL 5637 C ROOFTRUSS 1 1 Job Referenda (options) SG Truss, 201 SW PL SL Wde Blvd. Suite 202, M.Martinez PEtl47162 or S. Warter PEft54395 5300 s Apr 42006 NBTek aMustrles, Ix. Mon Apr 021091d13 2007 Pagel A-8A 7-7-13 9-G-0 10-4-0 13-7-5 19-4-0 20-8-0 - ) t 0-8-0 6-11-13 1-4-3 1-4-0 3-3-5 5-8-11 1-4-0 vr.lai eaal z saerteo= wlxrm= ..11 5 a rswurmi = e 9 Wa M Ff 0 w 1 11 10 B 0-8-0 OH7 1 7-7-13 9-0-0 10-4-0 19-4-0 0-3-7 6-11-13 1-4-3 1-4-0 9-0-0 ' 0-4-9 Plate Offsets2:0-2.120-1-8 3:0-2-1 D-3d 542-00.2-0 0-3-00-1-8 LOADING(psQ SPACING 2-0-0 CSI DEFL In (roc) Well Lid PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.60 Ven(LL) -0.13 7-9 >999 360 MT20 2441190 TCDL 15.0 Lunn=naease 1.25 BC 0.55 Verl(TL) -0.37 7-9 >589 240 BCLL 0.0 Rep Stress Ina YES WB 0.85 Hoa(TL) 0.03 7 Na Na BCDL 10.0 Code EBC2W4rtP12002 (Matrix) WuM(LL) 0.06 10 >999 160 Weight: 1031b LUMBER BRACING TOPCHORD 2R4 SYP NO2 TOP CHORD Structural wood sheathing directly applied or 4-2-13co pudins. BOTCHORD 2R 4 SYP NO2 BOTCHORD Rigid ceiling directly applied or 6-0.0 cc bracing. WEBS 2R4 SYP No.3 REACTIONS (lb/sin) 7=9"G.8.0,12=877/0L8 Max Horz 12-223(b3d case 7) ' Max Ugift7-362(load case 7),12-279(losd case 4) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1.2=0/0, 2-3=-11601655, 34-1430/853, 4-5-1002JS42, 5-6-11351549, 57-1475/672, 7-8=0/36 BOTCHORD 10-11-351131,9.10=241967,7-9-452/1283 WEBS 240-581/1322, 3.10-1107/783, 59-34/289, 6.9=-35B/246,11-12=0/116, 2.12=-786/419, 4-10-515/677, 4-9—SWI62 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98; 14Omph (3-second gust); h=15f ; TCDL=4.2psh SCDL-5.8psY Category II; Fxp B; enclosed; MWFRS Interior zone and C-C Intedor(1) zone; Lumber DOL-1.33 plate grip DOL=1.33. This buss is designed for C-C for members and forces, and for MWFRS for reactions sped5ed. 3) Provide adequate drainage to prevent water pending. 4) This buss has been designed for a 10.0 p f bottom chord live bad nonconaurent with any other five loads. 5) This buss requires plate inspection per the Tooth Count Method when this Was is chosen her quality assurance Inspection. 6) Bearing atjohn(s)12 considers parallel to grain value using ANSVTPI 1 angle to gran formula Building designer should verify rapacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 m uplift at joint 7 and 279lb uplift at Joint 12. LOAD CASE(G) Standard Jobs Truss Truss Type Cry Ply MAYFAIR MODEL 5637 Of ROOFTRUSS 1 1 Job Reference o Honai SC Truss, 201 SW Pt. SL Lurie Blvd. Sidle 202, M.Martinez PEN47182 or S. Wader PEk54395 6.300 s Apr 4 2006 MiTek Industries, Inc. Man Apr 0210310420W Page 1 I 0-1-8 5-7-13 k 7-0-0 i 12-4-0 15-6-2 19-4-0 20-8-0 0-1-8 5-6-5 1-4-3 5-4-0 3-2-2 3-9-14 1-4-0 srmna. s-FF saurm= rannm= me<rm= z 4 asxrm= z rsaurme w� s wr wz wr e z e e r.sMurtan smamm= aasmm= sasnm= O-�-B 5-7-13 7-0-0 12-4-0 19-4-0 0-1-8 5-6-5 1-4-3 5-4-0 7-0-0 Plate Offsets %Y: 2.}2-120-24 4:04.80.2-49:0.2-1201-8 LOADING(pso SPACING 2-0-0 CSI 'El . in (tic) I/defl Lid PLATES GRIP TCLL 20.0 Plain Increase 1.25 TO 0.41 Ved(LL) .0.05 6-9 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.40 Ved(TL) -0.17 8.9 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.49 Horz(TL) 0.03 6 We nia BCDL 10.0 Code FBC200411-PI2002 (Matrix) Wmd(LL) 0.08 8.9 >999 180 Weight: 97 to LUMBER BRACING TOPCHORD 2X 4SYP NO2 TOPCHORD Structural wood sheathing directly applied or 4-7-5 no pudins. BOTCHORD 2X4SYPNo.2 BOTCHORD Rigid calling tiredly applied or 9.1-1 oc bracing. WEBS 2 X 4 SYP N0.3 REACTIONS (lb/size) 10=839/0.8.0,6=971/P8-0 Max Harz 10= 180(load case 7) Max Upliftl0—Z76(load case 4), 6=349(load rasa 7) FORCES (lb).Maximum Compression/Maximum Tenslon TOPCHORD 1-2= 1397/657, 2-3= 1594/]75, 3.4= 1281]613, 4-5=4410/613, 56= 1608/669, 6.7=OM6 BOTCHORD 9.10-02lZ6-9=396r1261,6A--462/1405 WE13S 1-9=-722/1534,2-9=-885/530,4-8=01284.6-—157/146,1-10=-796/426,3-9-174/419,3-8-75r115 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 140mph (3-second gust); h=15ih TCDL=4.2ps(; BCDL=5.8psl; Categary II; Exp B; enclosed; MWFRS Interior zone and GC Interia(1) zone; Lumber DOL=1.33 plate grip DOL-1.33. This buss is designed for C-C for members and farces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water pondmg. 4) This buss has been designed for a 10.0 psi bottom chord live l0ad nonconcurrent with any other live loads. 5) This truss, requires plate Inspection per the Tooth Count Method when this buss is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 to uplift at joint 10 and 349lb uplift aljoint 6. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply MAYFAIR MODEL 5637 CJ1 RCOFTRUSS 12 1 Job Referents o 5ona SCTmss, 201 SW Pt, BL Lurie BNd. Suite 202, M. Martlnez PEk4]182 of S. Wader PEk54395 6.300 s Apr 42006IWTek Industries, Inrr Mon Apr 021011:04 2007 Page 1 -1-4-0 0-11-11 1-4-0 0-11-11 erM.lA i r r z >mr B 1 4 z .=0-10-15 0.11-11 11 0-10-15 0-0-12 LOADING(pso SPACING 2-0-0 CSI DEFL in (Ice) Wall Ud PLATES GRIP TOLL 20.0 Plates lmease 125 TO 026 Verl(LL) -0-00 2 >999 360 M120 244/190 TOOL 15.0 Lumberinezease 125 Be 0.01 VertT-) -0.DD 2 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 We n/e BCDL 10.0 Code FBC20047rP12002 (Matrix) wmd(LL) 0.00 2 "" 180 Weight: 5lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly, applied or 0.11-11 as pudins. BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0.0 co bracing. REACTIONS (Ib(size) 2=225/0-8 0, 3-52Mechanical, 4=9/Medlanipl Max Hors 2=89(l0ad case 6) Max UPIA2=-288(load rase 6).3-520cad ease 1) Max Grav2=225(load one 1), 3=94(load case 6), 4=18goad case 2) FORCES (Ib)- Maximum Compression/Maximum Tension TOPCHORD 1-2=D96, 23= SW42 BOTCHORD 2.4=0(0 NOTES 1) Wind: ASIDE 7.98;140mph (3-secand gust); h=15ft; TCD W.2psG BCOL=5.8psl; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exlenor(2) zone; Lumber DOL-I.33 plate grip DOL=1.33. This no is designed for CC for members and farces, and for MWFRS for reactions specified. 2) This buss has been designed for a 10.0 psi bottom chord We load nanconolment with any other five loads. 3) This truss requires plate inspection per the Tooth Count Method when this two is chosen for quality assurance inspection. 4) Refer to girders) for muss to no connections. 5) Provide mechanical connection (by others) of no to bearing plate capable of withstanding 2881b uplift at Joint 2 and 52lb uplift at joint 3. LOAD CASE(S) Standard 12 1 1 I �m>o= LOADING(psf) SPACING 2-0-0 CS! DER in (loc) Wen Ud PLATES GRIP TCLL 20.0 Plates lnuease 1.25 TC 0.35 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumberinaease 125 BC 0.73 .(k) -0.01 24 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hoa(R) -0.00 3 n1a We SCOL 10.0 Code FBC2004RP12002 (Matrix) Wind(LL) 0.01 2-0 >999 180 Weight: 12 to LUMBER BRACING ,TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 2-11-11 ocpurlins. BOTCHORD 2X 4 SYP No.2 BOTCHORD Rigid ceiling cLrectly applied or 1040-0 ac bearing. REACTIONS (INsize) 3=50/1viCCanica1,2=277/0-8-0,4=26/Methanical Max Harz 2=150(loed case 6) Max Uplift3=-48(load case 5). 2-327(load case 6), 4=.37(load case 4) Max Orav3=50Qoad case 1), 2=2n(foad case 1). 4S2(laad case 2) FORCES (lb) -Maximum CompressioNMaximum Tension TOPCHORD 1-2=W6,2-3--WI4 BOTCHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=15R; TCDtr4.2psb BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; porch left exposed; Lumber DOL-1.33 plate grip DOL-1.33. This truss Is designed for C-C for members and forces, and for MWFRSfor reactions speed. 2) This Was has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) This truss requires plate inspection per the Tooth Count Method when this tress is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to rues cannectlons 5) Provide mechanical connection (by others) of muss to bearing plate capable of vnihstarding 48lb uplift at joint 3, 327lb uplift at joint 2 end 37 m uplift at joint 4. LOAD CASE(S) Standard LOADING (psi) SPACING 2-0-0 CSI TCLL 20.0 Plot. Iftresse 125 TO 0.53 TCDL 15.0 L ber Incense 125 BC 0.18 BCLL 0.0 Rep Stress lncr YES WB 0.00 BCDL 10.0 Code FBC2004/rP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SVP No.2 BOT CHORD 2 X 4 SVP No.2 REACTIONS (lb/size) 1=197/0-6-0, 2=1531Medanical, 3-14/Medianiral Max Horz 1=151(load case 6) Max Upli01=-84(load case 6), 2=-180(load case 6) Max Gravi=197(load rase 1).2=153(load case 1), 3=87(load me 2) FORCES (lb).MoAmum CompresslorvMaximum Tensen TOPCHORD 1-2=-132/51 BOTCHORD 1-3=0`0 DER. In (ec) Udeil L/d PLATES GRIP Ved(LL) -0.02 1-3 >999 360 MT20 2441190 Ven(TL) -0.05 1-3 >999 240 Hom(TL) -0.00 2 are n/a Wind(LL) 0.00 1 "" 180 Weight: 15 to BRACING TOPCHORD Structural Wood sheathing directly applied or 4-8-3 co pastas BOTCHORD Rigid cefing directly applied or 1041-0co bracing. NOTES 1) Wind: ASCE 7-02; 140mph (3-second Bust); h=15ft: TCDLr4.2psf; BCDLF5.8psf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exteriar(2) zone; Lumber DOLel.33 plate grip DOIsi.33. This truss is designed for GC for members and forces, and for MWFRS for reactions specified. 2) This truss has been resigned for a 10.0 psf bottom chord five load neneonctmenl with my other live loads 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quariry assuranceInspection 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connectidrl (by others) of truss to bearing plate capable of withstanding 841b upfft at joint 1 and 180lb uplift at joint 2. LOAD CASES) Standard Job Truss Truss Type Ob PN MAYFAIR MODEL 5637 CJ5 ROOFTRUSS 6 1 1 Job Reference(optionali SC Truss, 201 SW Pt St. Lode Blvd. Suite 202, M. Martinez PE947182 or S. Wader PENS4395 I 6.300 a Apr 4 2006 Ml Industries, Inc. Mon Apr 021011:05 2007 Page 1 ir -1-4-0 4-11-0 1-4-0 4-11-0 scar T, a'"1t0= m 4-10-4 4111-0 4-10-4 0-0-1 z LOADING (ins!) SPACING 2-0-0 CSI DFFL in (lac) Men Ud PLATES GRIP TCLL 20.0 Plazas Increase 125 TO OS2 Vett(LL) -0.02 24 >999 360 MT20 2441190 TCDL 15.0 Lumber Maease 1.25 BC 0.19 Ven( L) -0.05 24 >990 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 Na We BCDL 10.0 Code FBC2004/fP12002 (Man ix) Wnd(LL) 0.00 2 "" 180 Weight: 18 to LUMBER BRACING TOPCHORD 2 X 4 SYP Not TOPCHORD Structural wood sheathing directly applied or 4-11-0 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid cePing drectly applied or 10-0-0oc bracing. REACTIONS gly/size) 3=135/Mechanical, 2--„347/0-8-0, 4=45/Mechanical Max Harz 2=211(lead rase 6) Max Up1ifi3=-150goad rase 6), 2= 289(load case 6) Max Grav3=135(Ioad rase 1).2=347(load case 1), 4=90(load case 2) FORCES (lb)-Madmum CompressionlMaximum Tension TOPCHORD 1-2A06, 2-1=-143/43 BOTCHORD 24=010 NOTES 1) Wind: ASCE 7.98; 140mph (3-second gust); h=1511; TCDL�1.2psf•, BCDL=5.epsi; Category 11; Exp B; enclosed; Ml gable end zone and C-C Exterior(2) zone; Lumber DOL=1.33 plate gdp D0L=1.33. This muss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonccncurrent with any other live leads. 3) This truss requires plate inspection per the Tooth Count Method when this buss is chosen for quality assurance inspection. 4) Refer to girders) for lass to buss connections, 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 150 to uplift at joint 3 and 289 Is uplift at joint 2. LOAD CASE(S) Standard I 5637 G PORCH TRUSS 1 1 1 -1-4-0 2-9-14 5-0-0 5-3-0 1-4-0 2-9-14 2-2-2 0-3-0 murmn xswmar arrrtm= LOADING(psQ SPACING 24)-0 CSI DEFL in (loc) Met Vd PLATES GRIP TCLL 20.0 Plates Increase 125 TC 031 Ved(LL) -0.02 2-5 >999 360 MT20 2441190 TCDL 15.0 Lumber lnor am 1.25 BC 0.22 ,ad(TL) -0.06 2.5 >984 240 BCLL 0.0 Rep Stress IF NO WB 0.11 Horz(TL) -0.00 8 Na Na BCDL 10.0 Code FBC20D4rrPI2002 (MaVix) Wind(LL) 0.00 2 >999 180 Weight: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 0.0 so pudins. BOTCHORD 2 X 4 SYP N0.2 BOTCHORD Rigid calling directly applied or 10-0-0so bracing. WEBS 2X4SYPNo2 REACTIONS (INalz9) 2-347M.&0,6=64 M," Max Hca 2=215(load case 5) Max Uplih2=-287(load case 5), 6--664(load rase 5) FORCES (lb).Madmum CompressiaNAaximum Tenslen TOPCHORD 1-2436,2.3-181/42,34-4124 BOTCHORD 2-5=-118/114 WEBS 5-6--587/576, 4-6-65/77, 3-5=-144/150 NOTES 1) Wind: ASCE 7.02;140moh (3-second oust): h=15ft: TCDL.4.20 design/selection of such connection device(s) is the a 7) In the LOAD CASE(S) section, bads applied to the Is LOAD CASE(S) Standard 1) Regular. Lumber Increase=125, Plate Inaease=125 Uniform loads (p1Q Van: 1-4=-70, 2-5-20 Concentrated Wads (lb) Vert:5-449(F) CDL-5.8psQ Category II; Exp B; enclosed; MWFRS gable end zane; Lumber DOLP1.33 plate gdp DOLPl33. moanounent with any other live halls. n this truss is chosen for quality assurance Inspection. 1 angle to grain formula. Building designer should verily capacity of bearing surface. apable of withstanding 287 lb uplift at joint 2 and 6641b uplift at Joint 6. t support concentrated load(s) 449Is down and 52913 up at 4-104 on bottom chard. The titters. are noted as front (F) or back (8). a LOADING fast) SPACING 2-0.0 CS' DEFL in (loc) Well L/d PLATES GRIP TOLL 20.0 Plates lnc�reasa 1.25 TC 0.13 Ven(Ly Na - Na 999 MT20 244/190 TCDL 15.0 Lumber lnaease 1.25 BC 0.04 Ved(TL) We Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.11 Horz(TL) .0.00 4 Na We BCDL 10.0 Code FBC2004/TPl2002 (Matrix) Weight: 16lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural Wood sheathing directly applied or 44-14 cc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X 4SYP No.3 REACTIONS (lb/size) 5=324.4-14, 1=84/44-14, 4-15r4414, 6=21(J4444 Max Hors 1=122(load case (5) Max Uplift$=-25(load case 6), 1=-12(load case 6), 4=.17(load case 6), 6=-163(load case 6) FORCES gb)- Maximum Compression/Maximum Tension „ TOP CHORD 3-5=-26155,1-2= 186'37, 2-3-39/5, 3-4= 13I5 BOTCHORD 1.6=0/0,5-6=0/0 WEBS 2.6=-168/364 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h-15ft; TCDL74.2psl; BCDL=5.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Extmior(2) zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces; and for MWFRS for reactions specified. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), we MTek "Standard Gable End Detail" 3) This loss has been designed for a 10.0 psi bottom chord live lead nonconcurrent with any other live loads. 4) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Gable studs spaced at 2-0-0 cc. 6) Bearing atjoint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25lb uplift atjoint 5, 12lb uplift atjoat 1, 171b uplift xtjbint 4 and 163 Ib uplift at joint 8. B) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Job Truss _ Truss Type ON Py MAYFAIR MODEL 5637 HGA SPECIAL 1 1 Job Reference (optional) SC Truss, 201 SW PL SI. Lucie Blvd. Suite 202, M.Martinez PEk47182 or S. Wader PEN54395 6.300 s Apr 42006 MRek Industries, Inc. Mon Apr 0210:31:072007 Page 7 -1-4.0 4-2-12 7-0-0 9-8-0 12-5-12 15-0-0 17-8-0 20-7-4 23-6-6 j4-5-12 ' 1-4-0 4-2-12 2-9-4 2-8-0 2-9-12 2-6-4 2-8-0 2-11-4 2-11-2 0-11-6 Y.I..IfB m MrzB= 15MN1'd111 ss M1A_ 4 1s yAr ISNMIgp bM lnAG 7 W3 V � B B I1 IB 1] 0 IB 1B B -1- i 7-0-0 12-5-12 17-8-0 24-5-12 7-0-0 5-5-12 5-2-4 6-9-12 Plate OOses X 2:0-0.10U-0-2 4:0-5-00.2-4 6:0-500-2-4 8:E e0-1-3 10.0-F003.4 LOADING (psfl SPACING 2-0-0 CSI DER In (lac) Udell Lid PLATES GRIP TCLL 20.0 Plazas Increase 1.25 TC 0.92 Ven(LL) -0.21 10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.98 Vert(fL) -0.6210-11 A66 240 BCLL 0.0 Rep Suess lncr NO WB 0,45 Hou(TL) 0.19 8 n/a rda BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.33 10 >865 180 Weight: 115 lb LUMBER BRACING TOPCHORD 2 X 4 SVP N0.2 TOP CHORD Structural wood sheathing direc0y applied or 1-11-14 cc pudins. BOTCHORD 2X 4 SVP N0.2 BOT CHORD Rigid ceiling directly applied or 4-03 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8-M1710-S72,2=2335M-8-0 Max Horz2=152(load case 5) Max Uplift8=-1234(load q 6), 2-1379(load case S) - FORCES (lb)- Madmum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-3= 47962572, 3-4= 4751/2516, 4-12-538613021,12-13= 5386r3021, 513-5386r3021, 5.14=-5386/3021,14-15= 5386r3021, 6-Px-5386r3021, 6-7=4727/2632, 7-8=-4775/2663 BOT CHORD 2-11=-233614286, 14-16— 2307/4357, 16-17-2307/4357,10.17-2307/4357,10-18-2281/4334, 18-19-22B1/4334, 9.19-2281/4334, 8-9=-232914257 WEBS 3-11=-68/253,4-11-146/597,4-10= 641/1223,5-10-891/695,6.10=-680/1291,6-9=-1761571,7-9=-72r266 NOTES 1) Unbalanced roof live loads have been c0nsidered for this design. 2) Wind: ASCE 7.98; 140mph (3-second gust); h=15ft; TCDL=4.2psh, SCDk5.8psi; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water podding. 4) This truss has been designed for a 10.0 pet bottom chord live load nancencurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss W bearing plate capable of withstanding 12M lb uplift at joint 8 and 13791b uplift ajoint 2 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2881b down and 2771to up at 7-0-0, 145lb down and 1251b up at 9-0-12,145Is down and 125lb up at 11-042, 1451b down and 1251 o up at 1240,1451b down and 125lb up at 13-7-4, and 1451b down aM 125lb up at 15.7-4, and 2481b down antl 277Ib up at 17-8-0 on top chord, end 413lb down and 1961b up al 7-0-0, 92Ib down at 9.0-12, 92Ib down at 11.0.12, 92Ib down at 12.4-0, 92Ib down at 13-7-4, and 92Ib down al 157-4, and 413lb down and 196lb up at 17-74 an bottom chord. The design/selection of such connection device(s) Is the responsibility of others. B) 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) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform loads (plo Vert: 1-4-70, 446-70, 0.8= 70, 2.8-20 Concentrated Loads (lb) Vert: 6-248(F)11= 413(F) 10-46(F) 4-248(F) 5-145(F) 9=<13(F) 12-145(F) 13=-145(F) 14=-145(F) 15=-145(F) 16--06(F)17-46(F) 18�6(F) 19= 46(F) Job Truss Truss Type Dry Pty MAVFAIR MODEL 5637 HGB SPECIAL 1 1 Job Reference o Ilona SC Truss, 001 SW Pt St. Lucia Blvd. Sulle 202, M. Martinez PE"7182 or S. Warter PEIt54395 6.3W a Apr 4200E mTek hMusaies, Inc. Mon Apr 021031:09 2007 Page 1 -1-4-0 7-0-0 12-0-8 k 16-3-0 19-6-8 22-7-0 { 1-4-0 7-0-0 5-0-8 4-2-8 3-3-8 3-0-8 sw..r�. rum smw.mn Usx^m= s u H m 17 s.L2 a mmu wx w� s e u re ra 1r m a az a m u a snonnm= r.s.,urxsu s.,o urzs= narrm= seurm= 7-0-0 12-0-8 16-1-8 22-7-0 r 7-0-0 5-0-8 4-1-0 6-5-8 Plate Offsets % 2:0.10-20-0-6 3:04-00-2- 5:0-2-120-2- 6:0-2-00-2-12 :Od-00-2- 9:0-2-8034 10:0.1.80.1-12 11:0.5-0a3-0 LOADING(psQ SPACING 200 CSI DEFL in (loc) Videff Ud PLATES GRIP TCLL 20.0 Piales Increase 125 TC 0.74 Vert(LL) -0.19 10.11 >999 360 Ni120 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.89 Vert(TL)-0.6710.71 >396 2/0 BCLL 0.0 Rep Suess lncr NO WB 0.92 Hont(TL) 0.12 9 Na We BCDL 10.0 Code FBC2004/rP12002 (Matrix) Wmd(LL) 0.3310-11 >803 180 Weight: 110 Ib LUMBER BRACING TOPCHORD 2X 4SVP Not TOPCHORD Structural wood sheathing drectly, applied or 2-7-0 do puns, except end verticals. BOT CHORD 2 X 4 SVP SS 'Except' BOT CHORD Rigid ceiling directly applied or 4-7-10 oc tracing. B2 2 X 4 SVP No.1 WEBS 2 X 4 SVP No.3 - REACTIONS (go(size) 2=2027/0.8-0, 9=20851Mechanical Max Harz 2=208(load case 5) Max Upliff2=-1226(load case 5), 9= 1160(load case 4) FORCES (Ib)-Madmum CompressiordMaximum Tension TOPCHORD 1-2-MS, 2-3= 41252193, 3-13= 1762337,13-14= 41752337, 4-14-4175/2397, 4-15"184/2344,15.16=-4184/2345, 5.16=-018Vn45, 5.17-37552128, 6.17-361312113, 6.7-3381/1854, 7-8=-4B/54,8-9-53/52 BOT CHORD 242-2035/3693, 12-18=-20282666, 18-19=-2028/3666, 11-19-2628/3666,11-20=-1751/3163, 20.21=4751/3163, 21-22-1751/3163, 22-23-1751063, 1043=4751/3163, 10.24=-661/1193, 924= 661/1193 WEBS 3.12= 123(576, 3-11=-319/721, 411=-675'S23, 5.11--62511281, 5.1 W-278/549, 7-10=-1542/2876, 7-9-2366/1268, 6-10=-1486/893 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98; 140mph (3-secand gust); h-151t, TCDL=4.2psf; BCDL=S.Bpsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Umber DOU1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water poncing. 4) This truss has been designed for a 1a.0 per Whom chard live bad nonconc Trent with any other five loads 5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Provide meohanical connection (by others) of truss to bearing plate capable of withstanding 1226 to uplift at Joint 2 and 11601b uplift at Joint 9. 8) Hanger(s) or other connection device(s) shall be provided Sufficient to support concentrated load(s) 2481b down and 277Ib up at TD-0, 1451b down and 1251b up at 9-0-12,145 to dawn and 125Ito up at 11-0-12,145Ito dawn and 1251b up at 13-1.8, 1451b down and 125lb up at 15.24, 35lb down and 3711, up at 17-2-4, and 231b down and 26@up at 1938, and 91 to down and 25 to up al 21.E-9ontop chord, and 4131b down and 196 lb up al 7-OO, 921b down at 9012, 92Ito down at 11-0.12.921b down at 13-1-8.921b down at 15-2-4, 229 to down and 161 to up at 17-2<, and 2081b down and 115lb up at 19-24, and 140lb down and 1081E up at 21-1-15 on bottom chord. The deslgn/sele(ti0n of such connection device(s) is the responsibility of others. �9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standand 1) Regular.. Lumber Increasa�125, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3-70, 3-5-70, 5-6-70, 6-7-70, 7-8-70, 2.9-20 Concentrated Loads (Ib) Vert: 6=17(F) 7=-51(F) 12-413(F) 3=-248(F) 13=-145(P) 14=145(F) 15=-145(F) 16-145(F) 1747(F) 18-46(F) 19-16(F) 20=46(F) 21-d6(F) 22= 229(F) 23= 208(F) 24= 140(F) Job Truss Truss Type Cry Py MODEL 5637 HGC ROOFTRUSS 1 1 TWA Job Reference o 0ona SC Tmss, 201 SW PI. St. Lucia Blvd. Suite 202, M. Martinez PE447182 or S. Warier PEA54395 6.300 s Aar 4 2006 MTek IntlusMes, Inc. Mon Apr 02 10 31:0 9 2007 Page 1 0-1-B 3-7-13 1 5-0-0 9-8-0 14-4-0 19-4-0 20-8-0 ' 0-1-8 3-6-5 1-4-3 4-8-0 4-8-0 5-0-0 1-4-0 sm.am aswurzon x u m 3 se e , S Mmll xawnm_ ax 3 we cox wa w, 3 I v u e m a e saurzo= asurm= asua= r.wurmn sauaxxa q 8 3-7-13 5-0-0 9-8-0 •. 14-4-0 19-4-0 0-1-8 3-6-5 1-4-3 4-8-0 4-8-0 5-0-0 Plate OHse6 3dL2-B0.2d 44540.2d 6d1-640.2d :03-00.13 1242-80.2d LOADING(psQ SPACING 240 CSI DFFL in (hoc) Wart Ud PLATES GRIP TCLL 20.0 Plates Inaeaze 1.25 TC 0.66 Vert(L-) -0.10 10 >999 360 MT20 2441190 TCOL 160 Lumber Increase 125 BC 0.60 Ven(TL) -0.3010.11 >750 240 BCLL 0.0 Rep Stress lncr NO WB 0.71 Horz(TL) O.OB 7 Na n/a BCOL 10.0 Code FEC2004frP12002 (Matrix) Wmd(LL) 0.20 10 >999 180 Weight: 92lb LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc pur5ns, exceptendverticals. BOTCHOR02 X 4 SVP No.2 BOTCHORD Rigid selling directly applied or 5-0-2 oo bracing. WEBS 2 X 4 SVP NoS I REACTIONS (ILVsbe) 12=13D0/0.8-0,7=1425f0-B-0 Max Harz 12-192(bad case 6) Max Upiift12-859(load case 3), 7-1001(load case 6) FORCES (b)-Maximum Compression/MadmumTensbn TOP CHORD 2-12-179/159, /-2-=, 2-3-122J66, 3-0= 2641/1770, 4-14=3210/7211,14-15-32092211, 5-15-32092211, 5-16=-32092211,10.17-32092211, 6.17n3210/2211, 6.7-2732/1719, 7-8-036 BOT CHORD 12-13=0/0,11-12-15272411, f1-18=-1562/2A88, 18.19--15622488, 10.19-15622488,10-20-14882448, 20.21-1488r2448, 9.21=-148912448, 7-9-14BW2429 WEBS 4-114/316,3.11=-130/207,4-10-595/824,5.10-524/561,6�10-656/911,6.9=1/409,342=-2521/1715 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7.98; 140mph(3secznd gusQ;h-15fb TCDL-4.2psf, BCDLd.Bpsh,Category 11; Exp B; enclosed; MWFRS gable end zone; Wmber DOLc1.33 plate gdp OOL-1.33. 3) This buss is not designed to support a ceiling and is net Intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality, assurance inspection. h 7) Provide mechanical connection (by others) of truss to bearing plane capable of withstanding 8591b uplift at Joint 12 and 1001 It, uplft W joint 7. 8) Hanger(s) or other connection device(s) shall be provided suNcent to support concentrated load(s)142 lb down and 193 b up at 540, 691b down ancI1201b up an 7412, fig b dawn and 120Ib up at 9-0-12, 69 b down and 1201b up an 10.34, and 691b down and 1201b up at 12.3-4, and 102 b down and 193 b up at 144-0on top chard, and 160lb down and 58113 up at 5-0-0, 521b down at 7412, 521b down at 9412, 52 fa down at 10.34, and S21b down at 123d, and 1801bdownand581bupat 14-3-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads spp9ed to the face of the truss are noted as from (H7 or back (B). LOAD CASE(S) Standard 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Wads (pIQ Vert: 1-2-30, 2-3-70, 3d-70, 4-6-70, 6.8-70, 7-13=-20 Concentrated Loads (lb) Vert 4-102(F) 6-102(F) 11-163(F) 9-163(F) 14--69(F)15-69(F) 16=-69(F)17-69(17)18= 26(F) 19-26(F) 2W-26(F) 21-26(F) Job Truss Tons Type Ory Ply MAYFAIR MpDEL 5637 HOD SPECIAL 1 2 Job Re/erence o bona SC Truss, 201 SW Pt. SL Lucie Blvd. Sulle 202, M MaNnez PEW4]182 or S. Warter PEk54395 6.3c0 s Apr 42006 NUTek IndusMes, Inc, Mon Apr 021031:102007 Page 1 0-7-4 2-7-2 4-7-0 6-3-0 7-0-12 8-2-14 10-2-12 11-0-0 I { 0-7-4 1-11-14 1-11-14 1-8-1 0-9-12 1-2-2 1-11-14 0-9-4 Bpb.ln BBaAIA- z�mw_ _ B WI n n k el � ll B 8 5 1011 9BImAlI aEN1Al 48uiID= Be Mm= 4-7-0 6-3-0 7-0-12 11-0-0 1 47-0 1-8-1 0-9-12 3-11-4 Plate Olfwa; 242-80.2-1z 3:04.80.2.1z 542-1z0-1-8 LOADING(psQ SPACING 2-0-0 CS] DER in (lac) Wall L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.42 Vea LL) -0.07 45. >999 360 MT20 244/190 TOOL 15.0 Lumber Increase 1.25 SC 0.60 Vert(TL) -0.20 4.5 >609 240 BOLL 0.0 Rep Stress Ina NO WB 0.26 Horz(TL) 0.02 4 Wa We BCDL 10.0 Code FBC20D4/TPl20D2 (Matrix) Wnd(LL) 0.11 4.5 >999 180 Weight: 92lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5.84 oc pudns. BOTCHORD 2X6SYPSS BOTCHORD Rigid ceiling drectly applied or 10-0-0oc bracing. WEBS 2X4 SYP No.3 REACTIONS (lb/size) 1-1290/O8-5,4-2590/D-1P5 Max Horz 1=45(load case 5) Max Upiiftl�S%(load was 3), 4-1269(load rase 4) FORCES (ro)-MaBirlcm CompmssiodMavimum Tension ' TOP CHORD 1-7=-05232356, 2-7=-4470/2382, 2-3--4214/2280, 3.8=-4595'2455, 48--4637J2442 BOTCHORD 1-9-224614300, 6-9=-224614300, 5-6=-2212/4214, 5-10-2nW4385,10.11-229314385, 411-2293/438•a WEBS 2-6-3551861,3.5-79911651 NOTES 1) 2-ply, lass to be Connected together with 10d (0.131'x3') nails as follows: Tap chords connected as follows:2 X 4 - l now at 0.9-0co. Bottom chords connected as follows: 2 X 6-2 rows at 0-7-0oc Webs connected as follows:2 X 4-1 cow, at 0.9-0oc. 2) All loads are considered equally applied to all plea, except if noted as front (H7 or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only leads noted as (F) a (B), uNess otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind; ASCE 7-98; 140mph (&second gust); h-15ft; TCD1=42psi BCDL 5.Bpsi Category 11; Exp B; enclosed: MWFRS gable end zone; Wmlow DOL-1.33 plate grip OOL-1.33. 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed far a 10.0 psf bottom chord live bad noncom rrenl with any other five loads 7) This truss requires plate inspection per the Tooth Count Method when this truss is chanson for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 to uplift at joint 1 and 1269lb uplift at join 4. 9) Hanger(s) or other connection device(s) shell be provided sufficient to support cancent algid load(s) 52 to down end 66 to up M 2-D 0, 4 to down and 41 lb up at 4-7-0, end 6 to down and 41 to up at 6-3-0, and 52 lb down and 66lb up at 8-10-0 on top chord, and 10 to up at 2-0-0, 26lb down at 4-7-0, 261b down al 63-0. 2065lb down and 1172lb up at 7-0.12, and 10 to up at 8-10.0, end 1045 to down and 348Ib up at 9-0-12 on bottom chord. The design/selection of such connection devices) Is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=125, Plate Increase-1.25 Uniform loads (p f) Ved: 1-2-70, 2-3-70, 3.4-70,1.4— 20 Concentrated Loads (Ib) Vert: 2=34(F) 3=34(F) 6=-25(F) 5-25(F) 7=66(F) 8=66(F) 9-5(F) 10=-2065(B)11-1040(F-5, 8=-1045) Jab Truss Truss Type Oy Py MAYFAIR MODEL 5637 W10 ROOFTRUSS 2 1 Job Retemrs,a 'o R SC Truss, 201 SW Sc o202M. de Blvtl. Suite ,Maninez PElM7182 or S. Warier PEk54395 6.300s Apr 42006 MTek lntlusMes, ec. Mon Apr 0210`J1:102007 Paget -1-5-5 3-6-14 = 1-5-5 3-6-14 0 0-1 r e� I a. 0 � 3-8-1 3-6-14 3 3-6-14 0-0-6 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lo t) Well Ud PLATES GRIP I TCLL 20.0 Plates Increase 125 TO 0.35 Vert(LL) -0.01 24 >999 360 Mi20 244/190 TOOL 15.0 Wmber Increase 125 BC 0.12 Vert(TL) -0.02 2.4 >999 240 BOLL 0.0 Rep Stress Inv NO WB 0.00 Hom(TL) .0.00 3 n/a n/a BCOL 10.0 Code FBC200471PI2002 (Matrix) Wind(LL) 0.00 2 •"• 180 Weight: 14lb LUMBER BRACING TOPCHORD 2 X 4 SYP 1,10.2 TOPCHORD Structural wood sheathing directly applied or 3.8-1 oc purlins. BOTCHORD 2 X 4 SYP N0.2 BOTCHORD Rigid ceiling dlreclly, applied or 10-0-0 oc bracing. REACTIONS (Ib(size) 3a74Mtechnical,2=304148-11,4-40/Mechanical Max Hors 2-163(bad 0ase 5) Max UPU113-72(load case 42=-289(load case 5) Max Gray 3=34(losd case 1).2=3D4(load case 1).4=80(load rase 2) FORCES (b).Maximum CompressionNaximum Tension , TOPCHORD 1-2=M6,2.5-5610.3-5=31/4 BOTCHORD 2-6--010,4-6-0/0 NOTES 1) Wind: ASCE 7-98;140mph (3-second gust); h-15ft; TCDL=4.2psQ BCOL-5.Bpsl; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOU7.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection par the Tooth Count Method when this truss is chosen for qualiy, assurance Inspection. 4) Refer to girder(s) for truss to truss connections. - 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72lb uplift 9joint 3 and! 289 b uplift 9joint 2 6) Hanger(s) or other connection device(s) shad be provided sufficient to support concentrated load(s) 23lb down and 28lb up at 3-012, and 22 b down and 26 b up at 3-1-1 on top chord, and 9 b down at 3.0-12, and 9 b dawn at 3.1.1 on bottom chord. The design/selection of such connection device(s) is the resporaibl6ty of others. 7) In the LOAD CASE(S) section, bads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increa ll25, Plate Incmase=125 Unfform Loads (pif) Vert: 13-70, 23-20 Concentrated Loads (Ib) Vert: 5=54(F-26, B=28) 6-9(F=-S, B=d) Job Truss Tmss Type OIY Py 1MVFAIR MODEL Sal HJ5 ROOFTRUSS 2 1 Job Reference o 0ona SC Truss, 201 SW PL St. Lucie Blvd. Suite 202, M. Martinez PEp47182 or S. Warter PE954395 S300 a Apr 4 2006 MI ek industries, Inc. Mon Apr 021031:11 2007 Page 1 -1-10-10 3-10-9 6-10-10 7f012 1-10-10 3-10-9 3-0-0 0-1-8 sae-cu s s xvrz n z er r e � a mm= + 7-0-2 6-10-10 6-1116 6-10-10 0-0-12 0-0-1 LOADING (psi) SPACING 2-0-0 CSI DF L in (lac) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.10 24 >784 360 tvfT20 24N790 TCDL 15.0 Lumber Increase 1.25 BC 0.48 Vert(T-) -0.25 2-4 >314 240 BCLL 0.0 Rep Stress Inn NO WB 0.00 H02(TL) -0.W 3 Na Na BCDL 10.0 Code FBC2004RPI2002 (Matrix) Wnd(LL) 0.00 2 **'* 180 Weight: 241b LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing drectly applied or 6-0-0co puriins. BOTCHORD 2X4SYPNo.2 BOTCHORD Rigid ceiling directly, applied or 104-0 oc bracing. REACTIONS (INsize) 3-181MMechanical,2-453N-ll.5,4=69/Mechanlcal Max Horz2-211(load case 3) Max Uplift3=-183(load case 3), 2-398(load case 3) Max Grav3=181(load case 1), 2y 53(load Luse 1), 4=139(load case 2) FORCES (b)- Maximum CompressionuMaximum Tension TOP CHORD 1-2=0G6, 2-5=-83/0, 3-5=61/40 BOT CHORD 2.6=0/0, 6.7=D(0, 4-7=Or0 NOTES 1) Wind: ASCE 7-98;140mph (3-second gust); h=15ft; TCDL-4.2psf; BCDL-5.Bpsl; Category II; Fxp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live load& 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girders) for truss to buss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of wilbstandmg 183 g1 upOl at joint 3 and 398lb uplift at Joint 2. 6) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated landfill) 18lb coven and 20lb up W 42-15, and 181b dmvn and 20 lb up at 4245 on tap chord, and 22lb up at I-0 15, 22lb up at 141 S. and 121b down at 4-2-1 S. and 121b down al 4-2-15 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) seclicn, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Incmase=1.25 Uniform Loads (pll) Vert: 13-70, 2d-20 Concentrated Loads (Ib) Vert: 5=40(F=20, B=20) 6=22(F=11, B=11) 7-12(F -6, B —6) Job Truss Truss Type Oly, Ply MAWAIR MODEL 5637 HJSA ROOFTRUSS 1 1 Jab Reference42 'Oval SC Truss, 201 SW PL St Lucie BinM. Suite 202, MMartina,PE#47182Or S. Warier 6.300 er PE#54395 s Aprr42006 MTek Industries, Inc. Non Apr 021031:112007 Page 1 -1-10-10 i 3-10-9 7-0-2 ; 1-10-10 3-10-9 3-1-9 sw-h:u s asrf � J Y ah h e r aurerm= 702 7-0-2 LOADING(psQ SPACING 2-0-0 CS] DER. in (lot) tdefl Lrd PLATES GRIP TCIL 20.0 Plates Increase 1.25 TC 0.51 Ved(LL) -0.10 24 >785 360 MT20 2441190 TCDL 15.0 Wmber Increase 1.25 BC 0.48 Ved(TL) .0.25 2-4 >314 240 BCLL 0.0 Rep Stress Intl NO WE 0.00 HOR(TL) -0.00 3 Na Na BCDL 10.0 Code FBC2004/TP12D02 (Matrix) Wnd(LL) 0.20 2-4 >389 180 Weight: 24Is LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Shuclural wood sheathing directly applied or 6-0-0 as purlms. BOT CHORD 2 X 4 SVP Not BOTCHORD Rigid ceiling directly applied or 10-0-0co bracing. REACTIONS (IWsize) 3=18VM.Manual,2-453r0.11-5,4=69/Mechankal Max Ho22-211 W Lase 3) Mat Uplift3-183(badcese3),2-533(IDadram3),4 96(load Cam3) Max Gmv3-181(bad cam 1), 2-453(load ram 1), 4-139(Ioad cam 2) FORCES (Ib).Maximhmh COmpressiomWulmum Tenson TOP CHORD 1-2=0'36, 2-5--M, 3-5 -6I140 BOTCHORD 26=010,6-7=0/0,4-7-0/0 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h-15fl; TCDL=4.2psf; BCDL E8ps1; Category II; Exp B; enCIDsed; MWFRS gable end zone; porch left exposed; Lumber DOL-1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other Ilve loads. 3) This buss requires plate Inspecllen per the Tooth Count Method when this truss is chosen for quality assurance Inspe,non. 4) Refer t0 girder(s) for buss to truss connections. 5) PrmWe mechanical connection (by others) Of Wss to bearing plate capable of withstanding 10Is uplift at joint 3, 533 to uplift at Joint 2 and 96Is uplift 9joint 4. 6) Hanger(s) or other connection devIol shall be provided sufficient to suppodconcentreted load(S) IS Is down and 20Is up at 4-2-15, and 181b down and 201b uses 4-2-15 on lop clam, and 221b up al 1-0-15, 22 b up at 1.415, and 121b doom at 4-2-15, and 121b down at 42-15 on bosom chord. The deslgNmlectian of SUCK connection devlorl is the responsitifity Of Others. 7) In the LOAD CASE(S) secton, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase 125, Rate lmrmse=125 Uniform Loads (sf) Vert: 13-70, 2-4-20 Concentrated Loads (Its) Val 5=40(F=20, B=20) 6=22(F=11. B-11) 7-12(F-6, B- 6) Job TNss Truss Type Oty Ply MAVFAIR MODEL 5637 HJ7 ROOFTRUSS 3 1 Job Referenw o llona SC TNss, 201 SW PL St Lude Blvd. Suite 202, M. Martinez PEtl47182 or S. Warier PEl154395 6.300 s Apr 4 2006 MiTek bdusbles, too. Mon Apr 021031:11 I 20o7 Page 1 -1-10-10 5-3-9 9-8-9 9-10-1 n 1-10-10 5-3-9 4-5-0 0-1-8 b.nu 0 ]al nma r 0 e wr 2 ei i to u v iz tsaumn e s swum= awum= 5-3-9 9-8-9 9-8-9 9-V 5-3-9 4-5-0 0-0-12 0-0-1 LOADING(psQ SPACING %0 DIN DEFL in (lac) Vdefl L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.51 Vert(LL) -0.04 E7 >999 360 MT20 2441190 TCDL 15.0 Lumber lnoease 125 BC 0.58 Ven(TL) -0.14 6-7 >790 240 BCLL a ' 0 Rep Stress lna NO WB 0.31 Hcrz(TL) 0.01 5 We Na BCDL 10.0 Code FBC2004RPI2002 (Matrix) Wind(LL) 0.07 6.7 >999 180 Weight:411b LUMBER BRACING TOP CHORD 2 %4 SVP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins. BOTCHORD 2%4 SVP No.2 BOTCHORD Rigid ceiling creclly applied or B-0-15 oc bracing. WEBS 2%4 SVP No.3 REACTIONS (Msize) 4=172Mech lml,2-611V0-11.5,5=34&MechanieW Max Harz2=Z730oad case 3) Max Uplift4— 187(Ioad r w 3), 2= 496(load case 3), 5--182omd case 3) Max Grav4-172(load case 1), 2=618(load case 1), 5-354(load case 2) FORCES (b)- Maximum Compression/Maximum Tension TOP CHORD 1-2=036, 2.8= 931/440, 3.8--8481439, 3-9= 77/20.4-9-59/40 BOTCHORD 2-10= 5561840, 10-11-55N840, 7-11=-556/840, 7-12= 55FJ840, 6.12--556B40, "-VO WEBS 3-6=.907/601, 3-7=0/353 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=15f1; TCDL=4.2psh BCDL-5.8ps1; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber OOU1.33 plate grip DOL=1.33. 2) This bass has been designed for a 10.0 psf bottom cord live load nonawncubenlwith anyother live loads. 3) This bass requires plate inspection per the Tooth Count Method when this bass is chosen for quality assurance Inspection. 4) Refer to girder(s) for hnxss to bass connections. 6) Provide mechanical connection (by others) of can to bearing plate capable of withstanding 187 Its uprifl at joint 4,496 to uplift at joint and 182 b uplift at joint 5. 6) Hanger(s) or other connection devices) shag be provided sufficient to support Cncenbated load(s)18Is down and 20lb up at 4-2-15,18 b down and 20 ib up at 42-14.and651bdmvnand11611bupat 7�14,and6511,downaM116lbupat 7.0.14ontopchord.and22ibupat 1-4-15,2211bupat 1- 15.121bdomat 4-2-15,121b down at 4-2-14, and 501b down at 7- 14, and 501b town at 7-0-14 on botlam chord. The deAg sOl on of such connecum de m(s) 6 the responsibility of others. 7) In the LOAD CASE(S) section, bads applied to the face of the mcas are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Regular: Lumber Increase=125, Plate Irrreaaa�1.25 Uniform loads (ol) Vert: 14-70, 2-5=-20 Concentrated Loads (lb) Van: 8-40(F-20, B=20) 9=-131(F=-65, B=-65) 10-22(F.11. B-11)11a12(F=-6, B--6)12=-SD(F= 25, B-25) TRUSS 12 1 1 m xmo= LOADING(psQ SPACING 2-0-0 CSI DEFL in (loc) gdeil L/d PLATES GRIP - TCLL 20.0 Plates Increase 1.25 TC 0.35 Ved(LL) .0.00 2-4 >999 360 l MT20 244/190 TCOL 15.0 Lumber Increase 1.25 BC 0.06 Ven(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(TL) -0.00 3 No Na BCDL 10.0 Code FBC20041TPI2002 (Matrix) Wind(LL) 0.00 2 ••.. 180 Weight: 111b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 2-10-4 cc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-D-0 cc bracing. REACTIONS fib/size) 3=44/Mechmical, 2.273r0-8-0, 4=25/Mechulml MM Hom 2=146(load case 6) Max Uplift3=-44(load case 5), 2-276(load case 6) Max Grav3=44(load case 1), 2=273(load case 1), 4 49(Icad case 2) FORCES (Ib)- Maximum CompressiondMaximum Tension TOP CHORD 1-2=a/36, 2-3= 59/12 BOTCHORD 2-4-0/0 NOTES 1) Wind: ASCE 7.98;140mph (3-second gust); h=1511; TCDL=1.2psi; BCDL=5.eps1; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Fxtedor(2) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psi bottom chard live load nonconcurreat with any other Ave loads 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer W girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 to uplift at joint 3 and 276 to uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type O, Py MAYFAIfl MODEL 5637 J11 I ROOF TRUSS 2 1 Job flefere do SC Truss, 2015W R St Look, Blvd. Suite 202, M Martinez PEp47182 or S. Wader PE454396 6.300 s Apr 4 2006 kNTek Ntlustrles, Inc. Man Apr 02 1031:12 2007 Page 1 -1-4-0 2-9-15 1-4-0 2-9-15 er r 2-9-3 2-9-15 2-9-3 0.0-12 �LOADING(ps0 SPACING 2-0-0 CS DER in (too) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.35 Ved(LL) -0.00 24 >999 360 MT20 2441190 'TCDL 15.0 Lumber Inns— 125 BC 0.06 Ved(TL) -0.00 2-4 >999 240 BC0.0 Rep Stress lncr YES WB 0.00 Hoa(TL) -0.00 3 rt/a Na BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.00 2 '*** 180 Weight: 111to LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing drectiy, applied or 2.9-15 or, purfns. BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling dreclly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3--lZWechanical, 2=273N-B-0, 4=24Mtedmical Max Hoa 2=146(load case 6) Max Uplifl3=43(load case 5), 2=.276(load case 6) Max Grav3= .2(load case 1), 2=273(load rase 1).4-49(load case 2) FORCES (Ib)- Maximum Compression/Maximum Tension - TOPCHORD 1-2=036,2-3=-58/11 BOTCHORD 2-0=010 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=15ft; TCOL=4.2psf; BCDL=5Spsi; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.O lost bottom chord five load nonconcurrent with any other live leads. 3) This buss requires plate inspection per the Tooth Count Method when this muss is chosen for Quality, assurance Inspection. 4) Refer to girder(s) for buss to truss connections. 5) Provide median ical connection (by others) of truss to bearing plate capable of withstanding 43lb uplift at joint 3 and 276lb uplift at joint 2 ' LOAD CASES) Standard Job Truss Truss Type Ory Ply MAYFAIR MODEL M37 J12 ROOF TRUSS 2 1 -SC Job Relerenco (optional Truss, 201 SW PL St.Lucie Blvd. Suite 202, M.Martinez PEM4]182 or S.Waiter PEN59395 6.300 sApr 4 2006 MTek Industries, Inc. Mon Apr 021091:122007 Page 1 9 -1-4-0 1-7-2 ' 1-4-0 1-7-2 / / smFT z n \ / BI zwulm= 1-6-6 1r7�2 1-6-6 0-0-12 LOADING (pat) SPACING 2-0-0 CSI DER. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 125 TO 026 Vat LL) -0.00 2 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 125 BC 0.02 Verl(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Ina VES WB 0.00 Holz(TL) -0.00 3 Na Na BCDL 16.0 Code FBC20D4/rP@002 (Matrix) Wind(LL) 0.00 2 "" 180 Weight: 7lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOP CHORD Shuchaal wood sheathing directly applied or 1-7-2 oe purlins. BOTCHORD 2R 4SYP No.2 BOTCHORD Rigid ceiling c1realy applied or 10.0-0co bracing. REACTIONS Wshe) �219/0-8-0, 4=15Mechanical, 3y7/Merlianiral Max Ho22=1D9(load case 6) Max Uplifi2=-247(load case 6), 3= 14(load case 5) Max Grav2-219(load rase 1), 4-30(load case 2), 3=18(load case 4) FORCES (Ib)- Maximum CompressionlMmmum Tension TOP CHORD 1-2=0136, 2-3= 217 BOTCHORD 2-4-M NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h-15ft; TCDLA.2psh BCDL=5.8psG Category II; Exp B; enclosed; MWFRS gable end zone end C-C E#erior(2) zone; Lumber DOL> IM plate grip DOL=1.33. This truss is designed for C-C for members and farces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psi bottom chord We load noncencunenl with aay other five loads. 3) This truss requires plate inspection per the Twin Count Method when this buss is chosen for Quality assurance inspection. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstancing 247Is uplift at joint 2 and 14Is upfft at joint 3. LOAD CASE(S) Standard Job Truss Truss Typo Oy Ply MAYFAIR MODEL 5637 J5 RCOFTRUSS 6 1 Job Reference tiorizl SC Truss, 201 SW Pt St. Wde Blvd. Suite 202, M. Martinez PE#47182 or S. Wmter PEp54395 6.300 aApr 4 2006Il IndusMes, Inc. Mon Apr 021031:13 M07 Page 1 -1-4-0 5-0-0 1-4-0 .I 5-0-0 -F' I 2 TI R a, i 5-0-0 LOADING(pso SPACING 2.0.0 CSI DER in (too) Wall Ud PLATES GRIP TCLL 20.0 Plates In...1.25 TC 0.55 Ven(LL) -0.02 2-4 >99g 360 MT20 244A90 TCDL 15.0 WM1er lnaease 1.25 BC 020 Ven(TL) -0.06 24 >937 240 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 Ne Na BCDL 10.0 Code FBC2004/I'PI2002 (Matrix) Wind(LL) 0.00 2 "" 180 Weight: 18lb LUMBER BRACING TOP CHORD 2%4 SYP Noe TOPCHORD Structural wood sheathing directly applied or 5-M see pumns. BOTCHORD 2%4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3�1391Mechanical,2.35010-8-0,4-46M1echmio l Max Horz2=213(load case 6) Max Upliff3= 154(load case 6), 2291(load case 6) Max Gras&139(load came 1). 2=&W(IwcI case 1), 4=92(load rase 2) FORCES fib)- Maximum Compression/Maximum Tension TOPCHORD 1-2-036,23=-146144 BOTCHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=15fq TCDL-4.2pst BCDL=5.8psQ Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL+l.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This buss has been designed for a 10.0 psf botrom chord live load noncencrarent with any other fire Ioatls 3) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1541b uplift at pint 3 and 291 Its uplift at joint 2. LOAD CASE(S) Standard Job Two Truss Type Oy Ply MAYFAIR MODEL 5637 J7 ROOFTRUSS 12 1 Job o R Raferenca onal SC Truss, 201 SW PtSL WOO BNtl. Suite 2ffi, M.MaNnez PEP471ffi or S. Warter PEM54395 6.30D s Apr 42006 NhTek IntlusMes, Ux. Mon Apr 0210`J7:1320D7 Pagel -1-4-0 7-0-0 ' a 1-4-0 7-0-0 sA It TI 2 a1 x LIIIfrG 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DER. in (too) Well Ud PLATES GRIP TCLL 20.0 Plates crease 1-25 Vert(LL) -0.10 24 >794 360 MT20 2441190 TOOL 150 Lumber Increase 1.25 BC 4 Vert(TL) -0.25 2-4 >318 240r BCLL 0.0 Rep Stress [nor YES WB 0.00 Hom(TL) -0.00 3 Into, Na BCDL 10.0 Code FBC2004/TP120D2 (Matrix) Wmd(LL) O.OD 2 "" 180 Weight: 24lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 cc pudins. BOTCHORD 2 X 4 SYP No2 BOTCHORD Rigid ceiling directly applied or 10-0-0co bracing. RFACTIONS (INsize) 3=215/Mechaniral. 2=43410-8-0, 4-66IMechanical Max Hoa 2=197(load rase 6) Max Upiift3-159(load case 6), 2a217(load case 6) Max Grav3=215(load case 1), 2=434(load case 1), 4=132(Wad was 2) FORCES (lb)- Mllmum Compressior/Maximum Tension TOP CHORD 1.2=0G6, 23-100168 BOTCHORD 24=0(0 NOTES 1) Wind: ASCE 7-98; 140mph (3-second gust); h=15f4 TCDIr4.2ps1; BCDL=9.Bpsf; Category II; Exp B; enclosed; MWFRS inledor zone and GO Interlor(1) zone; Lumber DOLP1.33 plate grip DOL=1.33. This house S designed forGC for rrembers and forces, and for MWFRS for reactions specified. 2) This truss has been desigoed fore 10.0 PSI bottom chard live load nonconctarent with any other five loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. I 4) Refer to glydegs) for truss to no connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstandng 159 Ib upNt at joint and 2176 uplift at joint 2. LOAD CASE(S) Standard Job Truss Thus Type Ory Py WWAIR MODEL 5637 J7A ROOFTRUSS 1 1 Job Re/erenca o tlone SC Truss, 201 SW PL a Wde Blvd. Suite 202, M Martinez PER47182 ar S. Water PEN54395 6.300 s Apr 42005 MDex industries, Inc. Mon Apr 021031:132007 Page 1 I -1-4-0 GO-0 ) 1-4-0 s-o-o 1-0-0 l n saafY W, n 2 ei , ,wmmn s s au�m= 7-0-0 7-0-0 LOADING (ps0 SPACING 2-0-0 CSI DEFL in (lac) Wall LJd PLATES GRIP TCLL 20.0 Plates Increase 125 TO 0.84 Verl(LL) -0.10 2-6 >794 360 MT20 2441190 TCDL 15.0 Lumber Increase 125 BC 0.48 - Ven(TL) -0.31 2-6 >258 240 BCLL 0.0 Rep Stress Inc YES WB 0.12 Horz(n) 0.05 4 We n1a BCDL 10.0 Cork FBC2004/rP12002 (Matr&) Wmd(LL) 0.19 2-6 >417 180 Weight: 27lb LUMBER BRACING TOPCHORD 2X 4 SYP Not TOPCHORD Structural wood sheathing drectly applied or 4-5-10 oc Puffins BOTCHORD 2X4SYPNo2 BOTCHORD Rigid calling directly applied or 10.0-0oc tracing. WEBS 2 X 4 SYP NO3 REACTIONS (lo/size) 4=33,MeM2nlcal, 2=434NB9, 5=24g/MedlaNcal Mall Hom 2=247(lcad case 6) Max Upr&4= 3l poad cases 4), 2= 3320oad case 6), 5-1490oa1 case 6) FORCES (ID)- Maximum CompressimMaximum Tension TOP CHORD 1.2=006, 2.3-147/44, 34 -M SOT CHORD 2.6-24/12. 5-15=1N WEBB 3-6=-2061411 NOTES 1) Unbalanced roof five bads have been considered for this design. 2) Wind: ASCE 7-98;140mph (3-second gust); h=150; TCDL,4.2psf; BCDL-5.epsf; Category II; Exp B; enclosed; MWFRS gable end zone and GC Ederl0r(2) zone; Lumber DOL-1.33 plate grip 0O1.=1.33. This moss is designed for CC for members and forces. and for MWFRS for reactions specified. 3) Provide adequak drainage to prevemma r pondmg. 4) This truss has been designed for a 10.0 psi bottom chord five load noncanamenlwith airy other rw loads. 5) This truss requires plate inspection per the Tooth Count Methodwhen this truss is chosen forquaGq assurance inspection. 6) Referto girder(s) for buss to W ssoonrxxtions 7) Providemechar ical connection (by others) of buss to bearing plate capable of withstands g 31 ID up➢R atjoint 4, 332lb upfift atjblm 2 and 149lb upfih at joint 5. LOAD CASE(9) Standard Job Truss Truss Type 0y Py MAYFAIR MODEL M37 JIB ROOFTRUSS 1 1 Lima Job nonos(optimall SC Truss, MI SW PL SL Woe Byd. Suite M. M AWUnez PE847182 or S. Wader PEd54395 6.300 s Apr 42006 MDek Industr es, Inc. Man Apr 1031:1420(17 Page 1 -1-4-0 5-5.0 fr1 ' 1-4-0 5-5-0 1-5-0 a 0-2-0 sun. u n . n r m r is.iurmu e s 7-0-0 7-0-0 LOADING(psf) SPACING 24}0 CSI DEFL in pea) Well Ud PLATES GRIP TCLL 20.0 Piece; Increase 125 TC 0.52 Ven(LL) -0.09 26 >893 360 MT20 244/190 TCDL 15.0 Lumber Increase 125 BC 0.36 Verl(TL) -0.32 26 >251 240 BCLL 0.0 Rep Stress Inv YES WB 0.11 Hom(TL) 0.20 4 We n/a BCDL 10.0 Cade FBC200E/TP12002 (Mab&) Wnd(LL) 0.27 26 >289 180 Weight: 27it) LUMBER BRACING TOPCHORD 2X 45YP No.1 TOPCHORD Sbudural wood sheathing directly appled or 6-0-0ce pudim BOTCHORD 2 X 4 SYP SS BOTCHORD Rigid ceiling cireciy applied or 10.00 oc bracing. WEBS 2X4SYPNo3 REACTIONS (twsize) 4 '�34Uechanbal, 2=43410-8-0, 5=�anlral Max Horz 2=201(laad rase 6) Max UpliX4=-60(bad case 7). 2-343(bad case 6). 5-103lload rase 6) FORCES (Ib)-Ma>amum CorpessiontU dmumTensbn TOP CHORD 1-2-1=6, 23-81/50, 3d— 16146 BOTCHORD 26=V0,56-010 WEBS 36=211IJ65 NOTES 1) Unbalanced roof Eve bads have been considered fcr fiats design. 2) Wind: ASCE 7-98; 140mph (3-second gust); h=15E; TCDL-4.2pst BCDL S.Bpsf; Category II; Exp B; enclosed; MWFRS gable end zone and G-C E aeior(2) zone; Lumber D01.,IM plate grip D01a1.33. This ws is designed Im C-C, for members and forces, and far MWFRS for reactions specified. 3)Thisbushasbeendesignedfwa10.0psfbott chord Evebadnoncon twManyather Eveloads 4) This bus requires plate Inspection per One Teeth Cowl WNod when this truss is chosen forgi9y assurance inspection. 5) Refer a girder(s) for toss b truss cemaraens, 6) Provide medadW connection (by others) of truss to bescirg plate capable of withstancing 60lb uplift at joint 4,343 lb uplft Mjoint 2 and 103lb uplift Wjoint 5. LOAD CASE(S) Standard Job Two Truss Type Cly Ply FAI MAYR MODEL ] J70 ROOFTRUSS 1 1 ' Job Reference42 (optional) So Truss, 201 SW Pt SL Lucia WWI. Suite 202,M. MaNnez PEM4]I82 or S. Warter PEk54396 fi300s Aprr42006 MTek Industries. Inc. Mon Apr 021091:142007 Pagel -1-4-0 4-5-14 i 5-3-0 0I 6-4-2 7-0-0 15-7 I -1 1-4-0 4-5-14 0-9-2 0-4-1 0-9-2 0-7-14 44MIA= srr.fr4 M111mirr' 4 � e e rz n i n wf 'mr i n e Bf f 1.SMNR011 e ) y M1A9 7-0-0 7-0-0 Plate08sets X 293.00-1-8 3:D-3-00-1-6 4:61-120-2-6 5:0-3-00.1-6 LOADING(psf) SPACING 2-0-0 CSI DEM. In (W) Vdefl Ud PLATES GRIP TCLLI 20.0 Plates Increase 1.25 TO0.62 Vert(LL) -0.08 2-8 >999 350 MT20 244/190 TCOL' 15.0 Lumber Increase 1.25 BC 0.59 Ved(TL) -0.25 2-6 >316 240 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(TL) -0.18 6 rda We BCDL 10.0 Cade FBC2004frP12002 (Matri), Wmd(LL) 0.28 2-8 >285 180 Weight: 27 In LUMBER BRACING TOPCHORD 2 X 4 SYP Not TOPCHORD Structural wood sheathing directly applied or 6-0-0oc pudins. BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2X 4 SYP No.3 REACTIONS (lb/size) 6.1261Mechanical, 2"34/0-8-0, 7.153110echanical Max Horz 2-198(load case 6) Max Uplih6=60(load case 7), 2--344(load Case 6), 7-99(load case 6) FORCES (th)-Maximum CompmssiomWaxMum Tension TOPCHORD 1-2-0/36, 23-93l17, 3-0--24/36, 4-5-26/53, 5-5.-49r58 BOTCHORD 23.0/0,7-8.(WO - WEBS 441--111f302 NOTES 1) Unbalanced tool live loads have been Considered for this design. 2) Wind: ASCE 7.98; 140mph (3-second gust); h=1514 TCDL-4.2psf,, BCDLd.8psf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL-1.33 plate grip DOL-1.33. This truss is designed for PC for members and forces, and la MWFRS for reactions specified. 3) This bliss has been designed for a 10.0 act bottom chord five load nonconcurmnt with any other five loads 4) This WSs requires plate Inspection per the Tooth Count Method when this trues is chosen for Quality aesuramoa Inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide medlaNral connection (by others) of truss to bearing plate capable of withstanding 601b uplift at joint 6, 344lb uplift at joint 2 end 99 to uplift at joint 7. LOAD CASE(S) Standard Job Truss Tmss Type Oly Pry MAYFAIRMODEL 5637 JG ROOF TRUSS 1 I Job Refs. se o 6pnel SC Truss, 201 SW Pt Al IJ rue Blvd, Suite 202. M Martinez PEp47182 or S. Waiter PE$r5,In5 6.300 a Apr 42006 MTek Indusbles, Inc. Mon Apr 02 f0Z:152007 Pagel -1-10-10 2-4-14 1-10-10 2-4-14 II rx r II III n r ei c II aurm= 2-4-14 2-4-14 LOADING(psQ SPACING 2.0-0 CSI DER in (toc) Well t/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO OS1 VmgLL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.04 Ved(TL) -0.00 24 >999 240 BOLL 0.0 Rep Stress Inv NO WB 0.00 Horz(T-) -DD) 3 n1a n/a BCDL 10.0 Code FBC2004r P12002 (Matrix) Wmd(LL) 0.00 2 "" 180 Weight: 10Is LUMBER BRAGNO TOPCHORD 2% 4 SYP No.2 TOP CHORD Structural woad sheathing drectly, applied or 24-14 cc puirm. BOT CHORD 2 %4 SYP No.2 BOT CHORD RIgM calling directly applied or 10-0-0 oc bracing. REACTIONS (INsize) 3=-19Mlachwioal, 2-338/0-11.5, 4=20/Mechenical Max Horz 2-110(load case 3) Max Uplift3-19goad case 1), 2-392(load case 3) Max Grev3-53goad case 3).2=338(load case 1). "0(load case 2) FORCES (Its)- Maximum Compresslon/Maxmmum Tension TOP CHORD 1.2=0/36, 2-3-54/17 BOTCHORD 24=010 NOTES 1) Wind: ASCE 7.98; 140mph (3-second gust); fw151t; TCDL.4.2psf, BCDLd.8psl; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This Was has been designed fora 10.0 psi bottom lard live load nonconaarent with any other Ilve loads 3) This Wss requires plate Inspection per the Tooth Count Method when this lass Is chosen Is, qualty, a—mce Inspection. 4) Refer to girder(s) for buss to truss connections I 5) Provide mechanical connection (by others) of lass to bearing plate capable of withstanding 191b uplift at joint 3 and 3921b uplift at joint 2. LOAD CASE(S) Standard 'I �I / TYPICAL GABLE END DETAIL TYPICAL 1X4 OR 2X4 "L" BRACE, IF APPLICABLE). NAILED 0 VERTICAL - SEE TABLE FOR MAX. HEIGHTS CONTINUOUS BEARING — SPAN MATCHES COMMON TRUSSES TYPICAL GABLE END FACIA 1E4 OR 2E4 WEB AS REQUIRED "L" BRACE DETAIL NOTE: 1) USE 8D GUN NAILS AT 4" O.C. FOR ls4 AND 10d AT 4" O.C. FOR 2s4. 2) MAXIMUM HEIGHT TABLE IS BASED ON USING 7/16" STRUCTURAL SHEATHING (MIN) ON THE FACE OF THE GABLE END TRUSS. 3) MATCH GRADE & SPECIES OF BRACED MEMBER MAXIMUM HEIGHT TABLE USING —50 PSF DERIVED FROM 140 MPH. C EXPOSURE, ZONE 6. PER ASCE 7-95 SPACING OF VERTICALS MAX. LENGTH NO BRACE MAX. LENGTH IX4 BRACE MAX. LENGTH 2X4 BRACE 12 7-8 11-9 19-3 15" 7'-3" 11'-2" 12'-0" 24 8 —10 10 —5 10 —5 • BEYOND THIS LENGTH USE 2X0 SPACE COAST TRUSS, SOUTH EAST FLORIDA NORTH EAST FLORIDA INCORPORATED 9500 T. ATLANTIC AUL 105 DENVER ROAD 1410 WHITE DR. DELRAY REACH. PL 33M CRESCENT CM, PL 32112 TITUSVMLE, FLORIDA 32780 TOLL FREE: (E00)-633-7535 EAST CENTRAL FLORIDA NORTH WEST FLORIDA MAIN PH/: (321)—H33-7511 201 PAINT87. sE2E N.E. E4TH MEET(2 FAX: (321)—R33-7544 ROCIISDGE, FLORIDA 32955 OCALA. FfARmA 3"70 CORNER JACK NAILING DETAIL o�12 LENGTH TYPICAL FLAT BEVEL JACK (BJ_) LENGTH TYPICAL CORNER JACK (CJ_) ASSUMPTIONS: lumber = SYP 2:4 or 2ae attachment-- 3" z 0.131" (10d) GUN NAILS WITH 1.31"OF NAIL INTO CHORD OF HIP GIRDER AND /OR SCAB. NOTE: NDS = NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 132.5# per NAIL (D.O.L FACTOR = 1.25) NDS TOE NAILS ONLY HAVE 0.83 OF LATERAL RESISTANCE VALUE. CONDITION TYPE and ALLOWABLE REACTION PER JOINT A) UP TO 285# ROW (1) ONLY REQ. =(2) NAILS TOTAL — NO SCAB REQUIRED. B) UP TO 394/ ROW (1) ONLY REQ. =(3) NAILS TOTAL. — NO SCAB REQUIRED. C) UP TO 788# ROW (1) & (2) REQ. =(8) NAILS TOTAL - SFT SCAB REQUIRED ON GIRDER CHORD. (connect scab to chord W/(4) 10d gun nails) D) UP TO 1182$ ROW (1). (2). & (3) REQ. =(9) NAILS, TOTAL — 2 FT SCAB REQ. ON GIRDER CHORD. (connect scab to CHORD W/(8) 10d gun nails) ADDITIONAL 1 FT SCAB REQ. ON 2 FT SCAB. (connect IFT scab to 2 FT scab W/(4) 10d gun nails) TYPICAL CORNER SET LAYOUT N.T.S row row (31 N CONNECTION DETAIL 2 OR 3 NAILS (see note above) SCAB'S END SHOULD RE ANGLED AND/ OR REVELED CUT FOR TIGHT FIT. SPACE COAST TRUSS, SOUTH EAST FLORIDA NORTH EAST FLORIDA INCORPORATED 9500 T. ATLANTIC AVE. 1Oe DENVER DOAD 1410 WHITE DR. DELRAY HEACH. FL 3844E CRESCENT CITY, FL 32112 TO U FREE: FLORIDA 327H0 TOLL FREE: OO 32780 EAST CENTRAL FLORIDA NORTH WEST FL.ORIDA MIN PH#(321321))-8S9-7t.W (323)-533-7611 ROL PAINT Sr. 3222 Nd 24TH DIET FAR FX- Rocar�GE. FIORIDA M55 OCAfA. FIa1DA 34470 GENERAL VALLEY NOTES:_ 1) RAFTERS TO BE 2s4 SPACED 24" O.C. UP TO Do, USE 2z8 UP TO 12' LENGTH. 2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2a4) COLLAR TEE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). 3)'RIDGE BOARD SHALL BE 2E8 MIN. FOR 2:4 RAFTERS,- & 2K8 MIN. FOR 2a8 RAFTERS. 4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP RTIB CONNECTOR, NAILED 8-8d, ALL OTHERS TOE —NAIL WITH 10d. 5) ALL,CONVENTIONAL FRAMING LUMBER SHALL, BE SPF STUD GRADE OR BETTER. COLLAR TIE (AS REQUIRED, SEE GENERAL VALLEY NOTES). USP THD28 FASTENED TO PEAK OF PREVIOUS TRUSS. -�TRUSSES BELOW (1) RTI8 AT END OF — BACH FRAMING MBHBER. (SEE VALLEY NOTE /4.) (2-2s4) CLEAT UNDER VALLEY FRAMING ANCHOR TO EACH TRUSS BELOW WITH (4) 10d NAILS FOR VALLEY RAFTERS UNDER 8' AND LESS. OVER 8' USE USP RT16 CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 8' USE (1) 3/6"8'4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER) AROUND TRUSS BELOW, FILL ALL HOLES WITH Bd NAILS (MIN.), SPACED (3) TRUSSES MAXIMUM. 1501 VALLEY FRAMING DETAIL OBOCf03 SCALE: NTS SPACE COAST TRUSS, SOUTH EAST FLORmA NORTH EAST FLORIDA INCORPORATED 9500 W. ATLANTIC AVL 103 DENVEE RDAD 1410 WHITE DR. DnUY BEACH, FL 33W CREMM CITY. 71. 3E112 TITUSVILE, FLORIDA 3278D TOLL FREE: 83 EAST CENTRAL FLORIDA NORTH WEST FLORIDA MAIN 321)- -7511 (33-7543-7611 201 PAW ST. 3= N.E. PATS Mm 321PHf) FAR (S21)-899-7644 """"'—'"G19. PRbRmA szotDz 'oceu FLORIDA suao REPAIR FOR BROKEN WEB/CHORD REPAIR: (REF. NDS-91) 1) SHORE TRUSS TO PROPER. LEVEL 2) REALIGN BROKEN WEB 3) APPLY APPROPRIATE SCAB AND NAIIJNG AS INDICATED IN THE TABLE BELOW. SCAB SHALL BE .OF THE SAME SIZE, GRADE, AND SPECIES AS THE WEB MEMBER (U.N.O.) OR BETTER, ALL NAIL VALUES ARE BASED UPON PNEUMATIC DRIVEN lad GUN NAILS AND S.Y.P. LUMBER. NOTE: NAILS SHALL BE DISTRIBUTED SO THAT THE SCAB BOTH SIDES, SAME SOLE k SPECIES OF END DISTANCE, EDGE DISTANCE, AND WEB/CHORD. TOTAL NAILS INCLUDE BOTH SPACING WILL AVOID UNUSUAL SPLITTING OF THE WOOD. SCABS. STRESS INCREASE .= 1.14 OR 112#/NAIL. ® TOTAL NAILS (IOd GUN) CHORD/WEB ' FORCE (LBF.) HIN SCAB*" LENGTH (Fr.) 12 672# 16 898# 2'-0" 20 1120# 2'-4" 24 1344# 2'—g" 28 1568# 3'-0" 32 1792# 3'-4" 36 2016# 3'-8" 40 2240# 4'-0" 44 2464# 4'-4" 48 2688# 4'-8" 52 2912# 5'-0" 56 3136# 5'-4" 60 3360# 5'-8" 64 3584# 8'-0" 68 3808# 6'-4" 72 4032# g'—g" 76 4256# 7'-0" 60 4480# 7'-4" 84 4704# 7',-8" 88 4928# 8'-0". *92 5152# 8'-4" *96 ' 5376# 8'-8" •100 5600# 9'-0" 0104 5624# 9'-4" •108 6058# 9'-8" *USE tag MIN. -SCAB SIZE FOR THESE 1/2 MIN. LENGTH NAILED TO UNDAMAGED .SECTION REF. TO ** NOTE BELOW/ •INCREASE MIN. LENGTH AS REQ'D TO HAVE 1/2 LENGTH NAMED TO, UNDAMAGED SECTION. SPACE COAST TRUSS, SouTH EAST FLORmA NORTH EAST FwNi6A INCORPORATED 0500 V. ATLANTIC AM , 105 DENVER ROAD DRIAAY BEACR.`FL 33M CRESCENT Cmr, FL 32112 1410 WHITE DR. TITUSFH.LE. FLDREDA 32780 TOLL FREE: 83-7511 ��; CENTRAL FLORIDA NORTH WEST FLORIDA FAIN 321)- (33-7549-7611 201 PAM ST. SEES N.B. 24TH STEM FA& (921)-893-7644 321) ROCKLEDGR• FLORIDA 32055 UCAIA.FLORDIA $4470 WEB T-BRACING RECOMMENDATIONS /Od GUN NAILS 6 WEE • J,11 -BRACE TYPICAL T-BRACING B WEB -X L-BRACE SECTION ►�l WEB 11 T-BV.ACE SECTIOU NOTE: 1) T-BRACING TO BE USED WHEN CONTINOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE MUST COVER 90% OF WEB LENGTH. 2) L-BRACE CONFIGURATION MAY BE USED IN LIEU OF T-BRACE. 3) MATERIAL SHALL BE SPF OR SYP GRADED LUMBER. T-BRACING SIZE TABLE (P® 8PS0)m aNfwOas Ro.R OI u7�A :OucDic Di 7SU® ffi!GRlI�EG) ONE PLY TRUSS TWO PLY TRUSS WEB SIZE 1 ROW 2 ROWS 1 ROW 2 ROWS 20 lx4 2x4 2x4 2g4 2x4 lx4 2x4 2x4 2x4 2x6 IX6 2x6 2x6 2x6 2a0 2x8 W 2x8 2s8 SPACE COAST TRUSS, SOUTH EAST FLORIDA NORTH EAST FLORIDA INCORPORATED 0000 R. ATLANTIC AVE, 100 DENVER ROAD 1410 WHITE DR. DEIRtAY REACH. ti 33W CRESCENT CITY. 71. 32112 TITUSVILLE. FLORIDA 32780EAST TOLL PRE:: 83-75LI (2 CB<VTItAT. FLORIDA NORTH REST FLDRIDA 321)— MAIN PH1) (321)-833-7811 201 PAINT ST. 3222 NRL 24TH STREET FAX: (921)-833-7044 ROCH.EDO& PTORMA 32000 OC" PIPRMA SN70 WEB LATERAL BRACING RECOMMENDATIONS ITYPEI LATERAL BRACING MATERIALS I A I Ir4 /2 STD CONST. (SPF, DF, HF, OR SYP) B 12X3 #3 STD CONST. (SPF, DF, HF, OR SYP) C 12z4 03 STD CONST. (SPF, UP, HF, OR SYP) D 12E6 /3 STD CONST. (SPF, DF, HF, OR SYP) DIAGONAL BRACING (X—BRACING) `EB FORCE CHART) GUN NAILS NOTES 4 AND 5) TRUSS WEB MEMBERS FEB BRACING GENERAL NOTES: 1) THE DIAGONAL BRACING (X- BRACING) TRANSFER THE CUMULATIVE LATERAL BRACE FORCES INTO THE ROOF AND/OR CEMING DIAPHRAGM, NQ ADDITONAL LATERAL FORCE RAS BEEN ADDED FOR WIND. 2) THESE DIAPHRAGM CALCULATIONS ARE BASED ON THE IATERAI BRACE CARRYING 2% OF THE WEB FORCE. 3) DIAGONAL BRACING MATERIAL MUST BE THE SAME SIZE AND GRADE (OR BETTER) AS THE LATERAL BRACING MATERIAL AND BRATS BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH (2) 10d GUN NAILS (131 10d GUN NAILS FOR 2E8 DIAGONALS . 4) CONNECT IA BRACE TO EACH TRUSS WITH (,2 SOd GUN 5) THE 1NABS 0d3jNA0d GUN NAILS FOR W AIS SPECIFIED SHOULD BE 3�0" LONRGAAAND .131" IN DIAMETER. 6) LATERAL. BRACING SHOULD BE CONTINOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 7) FOR ADDITIONAL' GUIDANCE REGARDING DESIGN AND INSTALLATION OF TRUSS BRACING, REFER TO EM-91 SUMMARY SHEET. 8) SEE SPRARATE TRUSS ENGINEERING FOR WEB FORCES. MAXIMUM WEB FORCE (LBS.) *• BAY SIZE A B C D A B C D C D 10'-0" 4600 0 4600 0 4600 • 6900 0 1344 •. 4600 • 4600 + 6900 • 4034 6382 12'-0" 3942 0 3942 • 3942 0 5914 0 1344 + 3942 • 3942 • 5914 0 3942 • 5914 14'-0" 3450 • 3450 0 3450,• 6175 0 1344 • 3450 0 3450 • - 5175 • 3450 • 5175 16'-0" 3066 0 3066 0 3066 • 4600 0 1344 • 3006 • 3060 • 4800 • 3066 • 4800 18'-0" 2760 • •2760 • 2760 • 4140 • 1344 • 2760 0 2760 0 4140 • 2760 •- 4140 0 20'-0" 1 2509 • 2509 • 2509'0 3783 • 1.1344 • 2509 • 2509 0 3783 0 1 2509 • 3763 • j *CONTROLLED BY CONNECTION •MAR. FORCES FROM HITEE DETAIL 0 LB-001-080193 SPACE COAST TRUSS, soDTH EAST PwELOA NoRTH EAST PwnmA INCORPORATED 9500 W. ATLANTIC AVIL 105 DENVER ROAD 1410 WHITE DR. DELRAY REACH. F. 33N5 CRESCENT CIf. . FL 32112 TITUSVMLE, FwRIDA 32780 TOLL FREE: (BOO)-833-7635 EAST CENTRAL FLORIDA NORTH WEST FwRIDA - AT- (321)-833-7511 201 PAINT ST. 3222 N.E. PATH STEM F(321)21PHf) -833-76C4 FAX: ROCKEDGE. PWRMA =55 OC" FLORIDA 3u70 TYPICAL PIGGYBACK ATTACHMENT DETAIL WIND DESIGN: MAX. 140 MPH PER ASCE 7-98 NOTE: 1) 2a4 PURLINS ON FIAT TOP CHORD SECTION OF BASE TRUSS AT ALL JOINTS, NOT TO EXCEED 4'-0" O.C. OR THE MAXIMUM ALLOWABLE PURLIN SPACING OF BASE TRUSS- (SEE BASE TRUSS ENGINEERING FOR MAX. SPACING) ATTACH PURLINS TO TOP CHORD OF BASE TRUSS WITH MIN. 2 EA. SOd NAILS. 2) IF SHEATHING DOES NOT OVERLAP PIGGYBACK / BASE TRUSS INERFACE BY AT LEAST 8", ATTACH PIGGYBACK USING ONE OF THE FOLLOWING: a- 1-1/4" z 12" 20 GAGE STRAP (USP # ISTA-12 OR EQUIVALENT) TO ONE SIDE OF TRUSS CENTERED ON INTERFACE WITH MIN. 5 EA. BD' NAILS EACH SIDE OF INTERFACE; .. b- 2 a 4 a 4'-0" GRADED SCAB TO ONE SIDE OF TRUSS CENTERED ON INTERFACE WITH MIN. 10d NAILS STAGGERED 3" O.C. FULL .LENGTH OF SCAB; c- 8"a 8" NOM. 1/2" STRUCTURAL SHEATHING GUSSET PLATE TO BOTH SIDES OF TRUSS CENTERED ON INTERFACE WITH MIN. • 5 EA. 8d NAE S EACH SIDE OF INTERFACE. 3) FOR PIGGYBACKS OVER 18'-0" IN LENGTH USE ONE OF THE FOLLOWING IN ADDITION TO THE ABOVE REQUIREMENTS. a- ATTACH MITEK 18ga 7H HAMMER ON PLATES ON EACH SIDE OF TRUSS AT EACH BASE TRUSS JOINT; b- USP FRAMING ANCHOR HCDP OR SIMPSON H 2.5, ONE CONNECTED TO PIGGYBACK AND PURLIN, AND ONE CONNECTED TO PURLIN AND BASE TRUSS STARTING AT MIDDLE OF PIGGYBACK AND EVERY OTHER PURLIN: c- 8"= B" 1/2" STRUCTURAL SHEATHING GUSSET PLATE AT EACH BASE TRUSS JOINT, BOTH SIDES OF TRUSS, USING MIN. 3 EACH Bd NABS EACH CHORD- (TOTAL 12 NAILS) ACE COAST TRUSS, 10u7a EAST FLORIDs NORTH EAST FLORIDA FFO Rm INCORPORATED eeo0 R. ART loe OENrEt aoeD 1410 WHITE DR. DELEAr BEACH, n 33ue OREscm crrr. n. 32112 TITUSVILLE. FLORIDA 92780 �� CENTRAL FLORIDA NORTH REST FLORIDA TOLL FREE: (Boo)-O3W-7s3s EOl PAR7f sr. 822E N.E. u79 MEET HAIN PH/: (321)-833-7511 ROAM MRMA 3ZO55 OC" neHmA 3"70 FAX: (321)-833-7544 Bonm chord 2x4 yp #2 N. 2x4 SPF 92. 2x3(*) SPF 92N, OR 2X3(•) SPF #2 WEBS 2,4 SP#3 2X3 MAY BERIPPED FROM A 2X6 (PITCHED OR SQUARE) ATTACH EACH VALLEY MEMBERTO EACH SUPPORTING TRUSS WITH 5609CONNECTION OR WITH (2) SIMPSON HS CONNECTORS OR EQUIVALENT. ++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12-0-0. NOTE: BOTTOMCHORD MAYBE SQUARE CUT ORPITCHED CUT. CUT FROM 2X6 OR LAEGER AS EEWD W4X4 ++ 4-0-0 SPAN W2X4 WIX3 W2X4 W1X3 W5X 8PL I%U 888-F78_7%22 ++ 8-0-0 SPAN (X) 2X6 SP#2 OR BETTER SLEEPER, ATTACH THROUGH SHEATHING TO TRUSSES BENEATH WITH (3) 16d COMMON OR (4) GUN NABS. (Y) ATTACH BOTTOM CHORD OF VALLEY GABLE TO SLEEPER WITH 16D COMMON NABS (a) 6" O.C., OR GUN NAILS @ 4" O.C. (Z) VALLEY GABLE TRUSS, REFER TO HCUSR08I 01306239 FOR GABLE END DETAILS IN LIEU OF IX4'T' BRACING, 1X4 #3 HEM -FIR (OR BETTER) CONTINUOUS LATTERAL BRACING MAY BE USED, ATTACH WITH (2)-8d OR (2) 0.128—A3 GUN NAILS, BRACING MATERIAL TO BE ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT. FOR VALLEY VERTICALS THAT ARE OVERT9" TALL, APPLY 1X4 "1" BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH Sd OR 0.128'7(3" GUN NAILS © 6" O.C. MAXIMUM VALLEY HEIGHT MAY NOT EXCEED 12' 0 TRUSS TOP CHORDS UNDER VALLEY SET MUST HAVE SHEATHING ATTACHED TO THEM WITH NAILS SPACED PER CODE REQUIREMENTS, OR PROPERLY ATTACHED VALLEY TRUSSES MAY BE USED IN LIEU OF SHEATHING OR PURLINS, SEE NOTE ("). 150 MPH WIND 30 FT -MEAN HOT. ASCE 7-02, PART. ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT IT, EXP. C, WIND TCDL-5.0 PSF, WIND BCD45.0 PSF. XXX FOR VALLEY TRUSSES RUN PARALLEL WITH TRUSSES BELOW, FASTEN 2X4 #2 SYP PURLINS Q 48" O.C. WITH (2) 16d NAILS EACH END. ATTACH VALLEY TRUSSES TO PURLINS USING STANDARD 0• NOTE ABOVE. (Z) (X) (Y) WIX3 W2 ++ 16-0-0 SPAN W2X4 OPTIONAL STUB W1%3 END DETAIL 3-0-0 MA' VERTICAL fIPPRUINx4S XXX SQUARE VAL SC tlPrrCHED COUT ++ 20-0-0 SPAN JOINT W4X4 "WO a.--- rnunxr, sseVuure cxrxeme t.n�canru�airutt nwN�wvu xu�'ruv4 rN�vu.urvuuv� tF.FERTOH 91(HAND GMSIALUNGANDBRACWG)PUBLISHEDBYTPI (1RUSSPLATE �83WONOFIUODRBT,SUDE200,MADISON.W1. 53719). FOR SAFETY PRACTICES PRIORTO GTHFSEFUNCTTONS UNLFSSO'TIIDi EMICATED,TOPCHORDSHALLHAVEPROPERLYATTACHED 1LPANE[S, BOTTOM CHORD WMLHAVE A PROPERLYATTACHED MGM CELLINO. "" FURNISHA COPY OF'DHS DESIGNTOTHE INSTALLATION CONTRACTOR ALPNEENGNEERED INC. SHALLNOTBE RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN, ANY FAILILM3M v' ((� „A Isy * TC LL 30 PSF TC DL 15 PSF BC DL 10 PSF BC LL 0.0 PSF iff R6900-0 ATE 11/15/05 RW HCUSR690002074011 C-ENG /DR MUSSE WCOWORMANCEWT M.ORFA MCAMG,HANDLING,SHIPPNG,NSTALLNG,AND ?TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS DIMS (NATIONAL DESIGN 50OR55PSF 3EON - 24906 ION PUBLISHED BYTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS AC. 1.25 OR 1.33 )F20GAASlMA653GR40GALV. STEELESCEPTASNOTED. APPLYCONNECTORSTOEACHFACEOF UNLESS OTHERWISE LOCATED ONTR6 DESIGN, POSITION CONNECTORS PERDRAWNGS 160 A-Z NA4 PAYING 24" O.C. NTH6DRAWNGNDICATFSACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSMD SOLELY USSCOMPONENTDESIGNSHOWN. THESURABR.IIYANDUSE OFTHISCOMPONENI'FOR ANY