Loading...
HomeMy WebLinkAboutB16-0880 000-000-000Systems Plus Lumber 1800 S. Barney Rd. Anderson, CA 96007 (530) 378-6800 (530) 365-5903 fax Trusses & Pre Manufactured Wall Panels systplus@systplus.com www.systplus.com INSPECTION AGENCY Timber Products Inspection, Inc. 105 S.E. 124'h Avenue Vancouver, WA 98684 Tel: (360) 449-3138 Fax: (360) 449-3953 *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * MiTek" co. ICC ES Report ESR -1311 & ESR 1988 IAS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303.4.2 IBC/IRC 2012 SECTIONS (2303.4/R802. I Oroof/R502.1 I floor) I TRUSS ENGINEERING LAYOUT YES ■❑ NO ❑ Ctandard Tnmq Detail Title retail # = Included Gable End 85 Wind B 1 Gable End 110 Wind B ]A Gable End 110 Wind C IB Hat Truss over 6/12 2 Hat Truss under 6/12 2B Web Bracing Details 3 Valley Fill Frames 4 ✓ Open Face Jacks 5 ✓ Toe nail 6 ✓ Bearing Block 3.5 7 Bearing Block 5.5 7A Floor 8 Dbl T/C Notching 9 HVAC 10 Truss Data I 1 ✓ Purlin Gable 12 ✓ BCSI at www.sbeindustry.com BCSI-B1 Summary Sheet at www.sbcindustrv.com Systems Plus Job Number 1603-104 Date 04/19/2016 Revision(s) Customer Webb, Paul BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Project CODE COMPLIANCE Location Chico, CA DATE ' ,y PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-BI SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES F 0 Apri.1 2811,2017 :.Paul Webb . 1:Yellowstone Drive Gluco;'CA 95973 `Re: �R ��p _.jov r,hangs Qw e i. :P V Location 3Q. R,0seiith`l Lane, ;ChicoQ S-tt.16amlifiO J"'N6.1'. 2.343 --To Whom_ ItMay Concem- Per this leiter We -are appTov4ge;trw§s design_ provided by Systems. Plus. Lumber, Company for this�� d p_ -PTpj6ct.. This, W es the revisions made t :the: dVethaogp. The' ;57k,�erhaing'was ­hchange #oMthe; on-- .k, 99W 4 ex' overhang: pq,!§.ed­6.1p.­,. Ple6' �-doht4 t4lieff.yqu . '' "'. h" ... ave g4y-,,q.wp. ons.,at 53Q, 892. JIQO.. ,Sincerely,: Q_ Jeff Richelieu; PE. President Streamline.'EngineermfInca: g, -Page 1. of I BUTTE COUNTY 535 UVz� rn BUILDING DIVISION 1-ri i ti P. 613 17 APPROVED lvk\ OF 60 Independence Cit., Ste. 201 0 Chico, CA 95973 ` (530) 892-1100 ri ri MiTek MiTek USA, Inc. ` 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Re: 1603-104T r Fax 9161676-1909 Webb, Paul - The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber: Pages or sheets covered by this seal: R48427333 thru R48427447 My license renewal date for the state of California is Lumber design values are in accordance with ANSI/TPI 1 section 6.3 BUTTE These truss designs rely on lumber values established by others. COUNTY APR 2 72017 DEVELOPMENT SERVICES osgo QRpF ESS/pay co �� LU w C 75435 C7rn rn EXP. 03/31/2018 ST CIV 11, �P September 15,2016 Eduard, Teodosescu IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified' as appropriate for any use. Any location, identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designee, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. PURLIN GABLE DETAIL MII/SAC -12 7/15/2005 PAGE 1 OF 4 MI1 eK InOUSTnes, Ine. Western Division STUD SPACING ON PURLIN GABLE TO BE LESS THAN OR EQUAL TO THE LEAST TOP CHORD PURLIN SPACING ON THE GIRDER OR HIP TRUSS. 5x5 7.0• 3x5 3x5 ALL PLATES TO BE 2c4 UNLESS OTHERWISE NOTED TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING FOR EACH INDIVIDUAL TRUSS THE PURLIN GABLE TO SEE DETAIL #3 BE LAID ON TOP OF THE � HIP TRUSSES AND ATTACHED WHERE IT HAS Q J���� CONTACT WITH THE U TRUSSES BELOW. SEE DETAIL #2 Z SEE DETAIL # 2Q4OM, iijjj;( v $OO H QO Oi JACKS = _ _ _ NO. C074486 EXP. 12-31-15 SEE SHEET 2 OF 2 FOR ALL DETAILS CNI1. �P OF CAL*O�� . APR 2 8 2015 �e WARNING - Porth dvtgn pmr m tans and READ NOTES ON T70S AND DICLUDED LO= REFERENCE PAGE ffiI-7473 BF—FORE USE. 7777 Greerli Lane Design vcld for use anly with MQek conneclors. This design is based only m upon paraeters shown. and is for an incW duol building component, Suite 109 Applicability of design paramenters and proper incorporollon of cor ponent Is responsibility of building designer - not truss designer. Bracing shown f�Uus Heights. CA. 9581 Is far lateral support of h&Adurd web members only. AdcMionol temporary bracing to Insure stability during construction Is the responsihB6ty of the erecta. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding L tabricalbn, quality control storage• delivery, erection and bracing, comull ANS1/rIM Quality Crltodo. DSB-89 and SCSII Sulli Component M IT�fO.� ., y hdotma8on available IromTnxs Pgte hssi8ute, 583 D•Onohio Drive. MModison, %M 53719. FIRST COMMON PURLIN GABL MI1 eK InOUSTnes, Ine. Western Division STUD SPACING ON PURLIN GABLE TO BE LESS THAN OR EQUAL TO THE LEAST TOP CHORD PURLIN SPACING ON THE GIRDER OR HIP TRUSS. 5x5 7.0• 3x5 3x5 ALL PLATES TO BE 2c4 UNLESS OTHERWISE NOTED TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING FOR EACH INDIVIDUAL TRUSS THE PURLIN GABLE TO SEE DETAIL #3 BE LAID ON TOP OF THE � HIP TRUSSES AND ATTACHED WHERE IT HAS Q J���� CONTACT WITH THE U TRUSSES BELOW. SEE DETAIL #2 Z SEE DETAIL # 2Q4OM, iijjj;( v $OO H QO Oi JACKS = _ _ _ NO. C074486 EXP. 12-31-15 SEE SHEET 2 OF 2 FOR ALL DETAILS CNI1. �P OF CAL*O�� . APR 2 8 2015 �e WARNING - Porth dvtgn pmr m tans and READ NOTES ON T70S AND DICLUDED LO= REFERENCE PAGE ffiI-7473 BF—FORE USE. 7777 Greerli Lane Design vcld for use anly with MQek conneclors. This design is based only m upon paraeters shown. and is for an incW duol building component, Suite 109 Applicability of design paramenters and proper incorporollon of cor ponent Is responsibility of building designer - not truss designer. Bracing shown f�Uus Heights. CA. 9581 Is far lateral support of h&Adurd web members only. AdcMionol temporary bracing to Insure stability during construction Is the responsihB6ty of the erecta. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding L tabricalbn, quality control storage• delivery, erection and bracing, comull ANS1/rIM Quality Crltodo. DSB-89 and SCSII Sulli Component M IT�fO.� ., y hdotma8on available IromTnxs Pgte hssi8ute, 583 D•Onohio Drive. MModison, %M 53719. PURLIN GABLE DETAIL t MIUSAC - 12 7/15/2005 PAGE 2 OF 4 16d NAILS 6" O.C. , O1 G ATTACH 2x LEDGER TO FLAT TOP CHORD WITH 2 ROWS OF 10d NAILS (.131" DIAM. x 3") SPACED 9" O.C. GIRDER � DETAIL #2 THE PURLIN GABLE DOES ALIGN WITH THE END OF THE F TOP CHORD SECTION. A / \ PURLIN GABLE FLAT TOP CHORD PORTION OF THE LOWER TRUSS TRUSS TOP CHORD DETAIL #4 iE If111 C:q Mrs, YiY Ical 1114. Western Division AND BEARS ON TOP. JL OF DETAIL #1 APEX DETAIL #3 IMPORTANT NOTE: ALL CONNECTION NAILING SHALL NOT SPLIT ANY LUMBER , Al WARMNO . Verify dcargn poramctera and READ NOTES ON T7DS AND INCLUDED A97MC REFERENCE PAGE BM -7473 BEFORE USS. Dasl n veld lar use Doty wflh k4lek connectors. Ihls design h ed only upo porame en sh and h for an individud bu0ding component. A�o9�a�t�r of design poromeniers and proper Incorpaotbn�componertt K ly of bw designer- not Irvzs designer. Bradng sttssown '¢tdr bt ofsvPport d usdMdual web members only. Additbn� temporary Wadn���g 144166muuure stebd7ty� g_coe trucilon k the res �sm101y o! the sector. Adds�1oorrl1ddl pe nent bradngg of the ovso0 shudura h the lespons�0l1yy of the buAdingg de s. For enerol gu nae dln9 tabAwllon, qua0ly dontrot storage, deTvsy section and badn9, corssufl ANSVTPII t'hlaflly Cdloda DSB•B9 and BCSIi BuBdlny Componont Shcety Irdormaflon waBable from Truss Pole Wlflule. 5830'Orlofrb Drive. NWdisan, WI53719. 4c�0` SOO V� 0.1 NO. C074466 EXP. 12-31-15 zl-,� APR 2 8 2015 7777 Greenback Lane�® Sure tog Citrus Heights, CA, 956, Ml'rW I 16d SINKER OR 16d BOX O.C. SP CING BY OTHERS THE TOP OF THE HIP GIRDER TRUSS AT THE BASE OF THE PURLIN - GABLE IS DROPPED LESS THEN ALL THE OTHER HIP TRUSSES. THE BOTTOM EDGE OF THE PURLIN GABLE �� p ALIGNS WITH THE LEFT JQ` Q�jP FACE OF THIS TRUSS i AND BEARS ON TOP. JL OF DETAIL #1 APEX DETAIL #3 IMPORTANT NOTE: ALL CONNECTION NAILING SHALL NOT SPLIT ANY LUMBER , Al WARMNO . Verify dcargn poramctera and READ NOTES ON T7DS AND INCLUDED A97MC REFERENCE PAGE BM -7473 BEFORE USS. Dasl n veld lar use Doty wflh k4lek connectors. Ihls design h ed only upo porame en sh and h for an individud bu0ding component. A�o9�a�t�r of design poromeniers and proper Incorpaotbn�componertt K ly of bw designer- not Irvzs designer. Bradng sttssown '¢tdr bt ofsvPport d usdMdual web members only. Additbn� temporary Wadn���g 144166muuure stebd7ty� g_coe trucilon k the res �sm101y o! the sector. Adds�1oorrl1ddl pe nent bradngg of the ovso0 shudura h the lespons�0l1yy of the buAdingg de s. For enerol gu nae dln9 tabAwllon, qua0ly dontrot storage, deTvsy section and badn9, corssufl ANSVTPII t'hlaflly Cdloda DSB•B9 and BCSIi BuBdlny Componont Shcety Irdormaflon waBable from Truss Pole Wlflule. 5830'Orlofrb Drive. NWdisan, WI53719. 4c�0` SOO V� 0.1 NO. C074466 EXP. 12-31-15 zl-,� APR 2 8 2015 7777 Greenback Lane�® Sure tog Citrus Heights, CA, 956, Ml'rW I PURLIN GABLE DETAIL MII/SAC -12 7/15/2005 PAGE 3 OF 4 s JA ' BY Western Division PURLIN GABLE =R OR 16d BOX LING BY OTHERS V DETAIL #1..SUPPL. /8" MIN PURLIN GABLE \16d SINKER OR 16d BOX O.C. SPACING BY OTHERS Jr HIP SET TRUSS OQR W( NO. C074486 EXP. 12-31-15 sj• CNiI. ��Q- . DETAIL #2 SUPPL. OF C>,����a APR 2 8 2015 A WARNING - V.,Ify design yarmnetare and REA a NOTES ON TRIS AND INCLUDED T 1= BEFrJmNCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane �® Desiggn vo for use only with MiTek connectors. TFsb design h based onM opal por�mafars shown,�and b Im an ual bu0ding componen . ctausiielems, CA sssl� ApppScob�dy old pasomenlers and proper 4reorpotatbn W component b tespotgabl6ly of buHtl designer - ra! (rus designer. Bracing sown b for. blera{su000rl of ndivfdwl web mer�oa only. Addll{f lempaary broay�g to Insure sloy�}yn��a�mn� corutrucllon 1s'he responslbNty of the erector. A .tonal permanent of the weraU sfru�t�re B the respondbNfy of the buB�s� designer.�or 9aneral gv(dance regarding s 11 tobricalbn, quaety conlroi. storage, do meclbn arrd bracing. consult ANSI/fPtl Oswllly CrltoAa• OSB -89 mrd BCSi Bufldln0 Component A ����� Salety trdom+a0on ovoibble from Trus Pbte Irutitule. 583 D'Onofrb Drive. tvlodison. WI 53719. 1 C, a PURLIN GABLE DETAIL MII/SAC - 12 7/15/2005 PAGE 4 OF 4 16d SINKER OR 16d BOX TYPICAL PURLIN GABLE L. mr r cw uruuau mar raw. Western Division RIDGE BLOCKING FIRST COMMON 2X BLOCKIN W/CONNECTIONS W/FRAMING CONNECTORS BY OTHERS LAST HIP-- - •U 2-0-0 MAX�� DETAIL #3 SUPPL. 00,2 TIGHTLY SET JOINT` w P \ PURLIN GABLE 2 I I f/ \� HIP SET TRU � r DETAIL #4 SUPPL. 0-0-12 ROOF SHEATHING AND DIAPHRAGM NAILING BY OTHERS ROOF SHEATHING BY OTHERS / HIP SET TRUSS 1 QRO O� CY v NO. C074486 EXP. 12-31-15 .rl CMV PULIN GABLE HIP qi OFCAiI�C� APR 2 8 2015 DETAIL #4A SUPPL. 0 WARHINC . ver (& design parameters and READ NOTES ON TR7S AND DXLUDED M'ZK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane o• Surae tog Dylan valid for use only with t.4Tek eonneefas. tFib design a hazed only --b pon malea a h Ion an Indtvtduol building T=nen . GWs Heights, CA, 9561 AaabcabJily of design p�ar1 Wteln and proper incorpaat�on of "responn'd61y of b ing deugner -nal tons designer. &ac'vsg sown k for laterafsuCCport of fnrvidupl web mems only. Addflbnol temporary prodng to Insure sla ry aurin�construclfon is the resporcl6fPily of the erector. Additional pertrfanen/ brodna of the C=B sWc urs b the respo�slMbty of the Md�r�a esigner. Fa general puldance regarding labricalion. quaEty c"onlrol storage, delivery, median arxi�ackrg consul/ ANS!/[Pn Quo19y G'�Icda, DSB•89 and BC -S1 Butlding Component �%� �TA�® Safety In}ortnaBon aw5abie from Trun Plate trsslllule. 583 D'onolrlo Dive. Madkon, WI 53719. O B ■C SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET. APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-BI SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SPECIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER THAN THE GRADE SPECIFIED. BRACING: -REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDiViDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL #3 (MIUSAC51 & MII/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-BI SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. MiTek USA, Inc. 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 Telephone 916-676-1900 Fax 916-676-1909 May 14, 2015 Systems Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 96007 Dear Customer, The connection of the top chord of the open end jacks from the California hip system to the flat top chord section of the hip truss with two 16d toenails can be regarded as effective lateral bracing for the flat section of the top chord of the hip truss. Nails may be installed from the end jack to the hip truss or from the hip truss to the end jack or a combination of the two. .If you have any questions, please contact me at 1-800-772-53,51. Sincerely, NO. C7642 EXP. 12-31-16 kTj - V r�P -,OF C Marcos A. Hernandez, P.E. Senior Engineer Western Engineering Operations DETAIL FOR COMMON. AND END JACKS M11/SAC - 8 -40PSF 3/30/2004 PAGE 1 MAX LOADING (psf) brAl: NU 2-'}D BRACING I M(Tek Industries, Inc. TOLL 40.0 Plates Increase 1.15 Western Division TCDL 14.o Lumber Increase As TOP CHORD Sheathed. BCLL D'o Rep Stress Incr YES BOT CHORD Rigid ceiling directly applied. BCDL 10.0 MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 SPF 1450F 1.3E LENGTH OF EXTENSION BOT CHORD 2 X 4 SPF 145OF 1.3E AS DESIGN REQ'D 20'-0" MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22" LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE W/ (.131"X3.0'' MIN) NAILS @ 3" O.C. 2 ROWS NOTE: TOP CHORD PITCH: 3/128/12 BOTTOM CHORD PITCH: 0/12--4112 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2" MIN. SPACING= 24" O.C. _ iC 3x4 - i 4-0-0 �SUPPORT AND CONNECTION OTHERS OR 2-16d COMMON WIRE (0.162 -DIA. X 3.5-) LGT TOE NAILS SUPPORTS SHALL BE PROVIDED ` @ 4'-0" O.C. ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 16d COMMON WIRE (0.162 -DIA. X 3.5" LGT) TOE NAILS CONN. W2 16d COMMON WIRE &0-0 B-0.0 X 3.5" LGT) TOENAILS EXT. 2-0.0 ..2.0-0 EXTJ , EX2-0.0 T. •..-.. � . EXT. 2-0-0 2_O-0 CONK W13 16d COMMON WIRE (0.162 -DIA. X 3.5- LGT) TOE NAILS BOTTOM CHORD LENGTH MAY BE 2'-0- — 11 \/ 3X4 — OR A BEARING BLOCK CONN. W12 16d COMMON WIRE(0A62-DIA X 3.5') LGT TOE NAILS OR SEE DETAIL MIVSAC-7 FOR 2 0-08-04) PRESSUREBLOCKING INFO. � QON NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. * NO. C76428 EXP. 12-31- 16 CNIV Q' �C OF CAL e SEP U 1 2015 ® WARNTNO • Verj/}y design paiameEers and ]SAD NOTES ON MS AND INCLUDED WTEXASMIFMCS PAGE AW -7473 DSFORS USE. nn Greenback lane •:a_�® Suite 109 Design void for use with MITek connectors. This n h based on upon paramelen shown, and Is for an h�vidual building component. Ig Doti• design ly po AppAcaMay of design poramentess and proper incorporation of component B responsibility of bv&llng designer •not tom designer. BmGng mown Is the the Citrus H fthts, CA, 9561 Is lor blerat support of Individual web members only. Addi9onol temporary bracing loinsure slabWly wring construction responslbMty of erector. Additional permanent brodng of the overall slnrclure Is the responsi6Nty of the bullring designer. I'= general guldonce regarding p���,/ IatrlcoIs, n, gw9ty eonlroL sf,=e. de8very, erection and tracing, consul ANSI/Ml Quailly Criteria. DSB-89 and SCSII SuMing Component Satoly Int,umalbn ovollobte Irom Tens Pble trulilule. 567 dOnolrb Drive. Maduon. WI53719. r , rA FEBRUARY 14, 2012I TRUSSED VALLEY SET DETAIL ST-VALLEY2 (BEVELED BOTTOM CHORD) 0 00 0 00 'GABLE END, COMMON TRUSS \ / OR GIRDER TRUSS MiTeekk USA, Inc. This with 2x3 2 MiTek USA, Inc. Page 1 of 1 NOTE: VALLEY STUD SPACING NOT TOTAL TOP CHORD LOAD = 65 PSF (MAX) TO EXCEED 48" O.C. SPACING D.O.L. INC = 1.15 ASCE 7-98, ASCE 7-02, ASCE 7-05 (MWFRS) 110 MPH WIND ASCE 7-10 (MWFRS) 140 MPH WIND GABLE END, COMMON TRUSS OR GIRDER TRUSS 13 12 11 10 BEVEL VALLEY BEVEL VALLEY TRUSS TRUSS BEVEL VALLEY TRUSS TOE - NAIL VALLEY TO BASE TRUSS W/ (2) 16d TOE NAILS DETAIL A 'I (BASE TRUSSES SHEATHED) 1. INSTALL BASE TRUSSES. TOE - NAIL VALLEY TO BASE TRUSS W/ ( 2 ) 16d TOE NAILS DETAIL B (NO SHEATHING) 2. DETAIL A, APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. DETAILS B & C, VALLEY TRUSSES MAY PROVIDE BRACING. BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EQUIVALENT TO VALLEY TRUSS SPACING (NOT TO EXCEED 24" O.C.). 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL A, B, OR C ABOVE. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. ALL NAILS TO BE (0.131' X 3-1/2") NOTE: FOR VALLEY TRUSSES BUILT WITH 2x3 LUMBER, BASE TRUSSES ARE NOT TO EXCEED AN 8/12 PITCH AND VALLEY TRUSSES BUILT WITH 2x4 LUMBER OR LARGER, BASE TRUSSES ARE NOT TO EXCEED AN 12/12 PITCH SECURE VALLEY TRUSS W/ USP RT7 OR EQUIVALENT DETAIL C (NO SHEATHING) 6 ii BASE TRI VALLEY TRUSS TYPICAL TYPICAL ( 24" O.C.) VALLEY TRUSS TYPICAL 5 (24" O.C.) \ GABLE END, COMMON TRUSS OR GIRDER TRUSS 13 12 11 10 BEVEL VALLEY BEVEL VALLEY TRUSS TRUSS BEVEL VALLEY TRUSS TOE - NAIL VALLEY TO BASE TRUSS W/ (2) 16d TOE NAILS DETAIL A 'I (BASE TRUSSES SHEATHED) 1. INSTALL BASE TRUSSES. TOE - NAIL VALLEY TO BASE TRUSS W/ ( 2 ) 16d TOE NAILS DETAIL B (NO SHEATHING) 2. DETAIL A, APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. DETAILS B & C, VALLEY TRUSSES MAY PROVIDE BRACING. BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EQUIVALENT TO VALLEY TRUSS SPACING (NOT TO EXCEED 24" O.C.). 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL A, B, OR C ABOVE. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. ALL NAILS TO BE (0.131' X 3-1/2") NOTE: FOR VALLEY TRUSSES BUILT WITH 2x3 LUMBER, BASE TRUSSES ARE NOT TO EXCEED AN 8/12 PITCH AND VALLEY TRUSSES BUILT WITH 2x4 LUMBER OR LARGER, BASE TRUSSES ARE NOT TO EXCEED AN 12/12 PITCH SECURE VALLEY TRUSS W/ USP RT7 OR EQUIVALENT DETAIL C (NO SHEATHING) MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE V 0 00 0 00 a MiTek USA, Inc. BRACE BAY SIZE 10%0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" MiTek USA, Inc. Page 1 of 1 MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7) 24"O.C. 48"O.C. 72" O.C. BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE A B C D A I B C I D C I D 1610 1886 1886 2829 1342 1572 1572 2358 3143 3143 4715 4715 7074 .-I 2358 I 2358 I 3536 1886 1886 2829 Bay size shall be measured in between the centers of pairs of diagonals. 3143 4715 ' GENERAL NOTES 1150 1347 1347 P021 1006 1179 1179 1768 894 1048 1048 1572 805 943 943 1414 .-I 2358 I 2358 I 3536 1886 1886 2829 Bay size shall be measured in between the centers of pairs of diagonals. 3143 4715 ' FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY. MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A. B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE "STABILIZER' TRI ICC RRAMIdr. INCTAI I ATInM n1 nnF ANn PRnnl lr.T CPFf.IFIf.ATI0N MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall root system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-1 Od NAILS (SEE NOTE 4) GENERAL NOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A -OR- - 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE ANDGRADE OR BETTER, AS THE LATERAL BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT R INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS W ITH 2-8d (0.131.4.5-) FOR 1x4 BRACES, 2-10d 10.131"x3') FOR 2LT and 20 BRACES, AND 3.10d (0.131'4') FOR 2.6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131-X2.5-) NAILS FOR 1.4 LATERAL BRACES, 2-10d (0.131'4') NAILS FOR W and 2.4 LATERAL BRACES, AND 3-10d (0.131"10") FOR 2x6 LATERAL BRACES. B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST DF, HF, OR SP) DSB-69 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 (SPF, GUIDE TO GOOD PRACTICE FOR HANDLING. INSTALLING d BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. r .sbclndustry.com and www.ipilsl.org D 2 X 6 03 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE B. TABULATED VALUES ARE BASED ON A DOL " 1.15 FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY. MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A. B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE "STABILIZER' TRI ICC RRAMIdr. INCTAI I ATInM n1 nnF ANn PRnnl lr.T CPFf.IFIf.ATI0N MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall root system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-1 Od NAILS (SEE NOTE 4) March 4, 2013 T -BRACE / I -BRACE DETAIL ST - T -BRACE UJ�Q O.� Note: T -Bracing / 1 -Bracing to be used when continuous lateral bracing o is impractical. T -Brace / I -Brace must cover 90% of web length. 000, u Note: This detail NOT to be used to convert T -Brace / I -Brace MiTek USA, Inc. webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's -Nail to Both Plies) WE Nails Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 (') T -Brace 1 x4 (') I -Brace Nails \ Web - T I -Brace Nails/ T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1)C bracing material, use IND 55 for T-Brace/I Brace 2x6 1 x6 (') T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x8 I -Brace Nails / Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace 2x6 2x6 T -Brace 2x61 -Brace \—A 2x8 k 2x8 T -Brace 2x81 -Brace ' Nails \ Web - T I -Brace Nails/ T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1)C bracing material, use IND 55 for T-Brace/I Brace JANUARY 1, 2009 O0 000: a�v MiTek USA, Inc. Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of.L-Brace (On Two -Ply's Nail to Both Plies) IMN11: Nails L -BRACE DETAIL ST - L -BRACE MiTek USA, Inc. . Page 1 of 1 Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 2x6 1x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. Web L=Brace must be same species grade (or better) as web member. L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 2x6 2x6 2x8 2x8 "' DIRECT SUBSTITUTION NOT APLICABLE JANUARY 1, 2009 SCAB -BRACE DETAIL ST - SCAB -BRACE nO0 O MiTek USA, Inc. Page 1 of 1 Note: Scab -Bracing to be used when continuous 0 00 0 00 lateral bracing at midpoint (or T -Brace) is impractical. P„ Scab must cover full length of web +/- 6". MiTek USA, Inc. THIS DETAIL IS NOT APLICABLE WHEN BRACING IS REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131') NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" 2x4 MINIMUM WEB SIZE SCAB BRACE MINIMUM WEB GRADE OF #3 Nails Section Detail E Scab -Brace U Web . Scab -Brace must be same species grade (or better) as web member. Job Truss Truss Type Qty Pty Webb, Paul TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.13 Q -R >999 240 R49427333 1603-104T A01 Roof Special Girder 1 Q -R >671 180 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.04 O n/a ;n/a Job Reference (optional) SY51 tM5 I'LU5 LUMGtK GU, ANUtH5UN, %,A o.0 iu --P' cu cu,o rvu r cn uruusurea, nn.. , , ocp 11 i rayc , ID:E,lu SOc_oyDbn?TmOuxYxyfL9w-yF2LFaX5eC?SA7lvKYHV5vatC19nVynj9lHUoDydObo -1 B-6-8 12-6-6 16-6-4 21-3-7 26-2-7 31.1-6 36-0-5 40-11-5 46.0- 30-0 I, -1 3.11.14 3-11-14 4-9-3 4-10-15 4-10.15 4-10-15 4-10-15 5.0.11 2-5-12 Scale = 1:84.0 4.00 12 6x8 \\ 4x8 = 402 = 3x6 = 3x6 = 3x8 = 4x8 = 3x4 II AF AG ' AH r At AJ A VAK v AL AM AN " AO AP IAD S AR AS AT AU' AV AW 4x5 = NAILED 4x8 4x6 = 4x8 = NAILED NAILED 402 4x6 = NAILED 4x8 NAILED NAILED4x5 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.13 Q -R >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.52 Q -R >671 180 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.04 O n/a ;n/a BCDL 10.0 Code IBC2012frP12007 Matrix -MSH Weight: 488 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, A -C: 2X6 DF SS G except end verticals. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'REACTIONS. (Ib/size) 0=1342/Mechanical, B=729/0-5-8, V=3069/0-3-8 Max Hoa B=87(LC 7) Max Uplift 0=120(LC 5), B=-193(LC 4), V=-198(LC 5) Max Gray 0=1343(LC 20), B=729(LC 1), V=3069(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-658/160, C -D=-243/256, D -E=-243/256, E -F=-266/3950, F -H=-26613950, H -I=-30131199, 1-J=-3013/199, J -L=4512/309, L -M=-4512/309 BOT CHORD B -Z=-138/626; Y -Z=-141/596, X -Y=-1800/130, V -X=-18001130, R -T=-307/4582, O -R= -30714582,P -Q=-240/3158, O -P=-240/3158 WEBS C -Z=0/334, C -Y=-707155, D -Y=-269196, E -Y=-130/1843, E -V=-2380/163, F -V=-375/115, H -V=-4163/269, H -T= -203/3181,I -T= -338/125,J -T= -1659/116,J-11=01339, L -Q=-320/134, M -Q=-73/1446, M -P=0/321, M -O=-3192/218 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opst; BCOL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 0=120, B=193, V=198. 12) "NAILED' indicates 3-10d (0.148"x3') or 3-12d (0.148"0.25") toe -nails. For more details refer to MTek's ST -TOENAIL Detail. Q�pFESSIpN 1E000s�F2c LIJC 75435 0 C) m W C � EXP. 03/31/2018 14 N OF CAL1Fv`- September 15,2016 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE MX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for on individual building component, not o truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckfing of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage- delivery. erection and bracing of busses and truss systems. see ANSIJFPII Quality criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heklhb,. CA 95610 Job Truss Truss TypeOly Ply Webb, Paul • R48427333 1603-1047 A01 Roof Special Girder 1 2 Job Reference Bonal SYSTEMS PLUS LUMBER GO, ANUtKSUN, GA o.u1u s Apr [u tulo Mi i ers mausmes, mc. r nu aep is ua:.19:a r m io rage z ID: Eglu_SOc_oyDbn?TmOuxYxyfL9w-yF2LFaX5eC?SA71 vKYHV5vafC19nVynj9lHUoDydObo NOTES- (14) 13) Hanger(s) or other connection device(s) shall be provided sufficient to supporl'concentraled load(s) 85 Ib down and 84 Ib up at 5-11-8, and 123 Ib down and 119 Ib up at 440-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=70, C -N=-70, O -AA= -20 Concentrated Loads (lb) Vert: W= -25(F) T= -25(F) 0=-25(F) S=25(F) AD= -5 AE= -101 AF= -0(F) AG= -190(F) AH=25(F) A1= -25(F) AJ= -25(F) AK=26(F) AL= -25(F) AM= -25(F) AN=25(F) A0=25(F) AP= -25(F) A0= -25(F) AR=25(F) AS= -25(F) AT= -25(F) AU=25(F) AV= -25(F) AW= -25(F) e ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design poromelen and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collopse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSI/TPII Qua8ty Critedo, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Suile 109 Cbrus Heights. CA 95610 Job Truss Truss Type Qty Webb, Paul Plate Offsets (X,Y)— [B:0-1-10,Edgel, IE:0-4-0,0-2-121, (F:0-3-8 0-2-01, [L:0-1-12,0-1-121, IM:0-3-8,0-2-01,10:0-3-8,0-2-01 �Ply� 848427334 1603-104T A02 Roof Special 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) Job Reference(optional) SYS I tMs FLUS LUMtitK GU, ANUtKSUN, GA a.uiu s Apr to to ro Mr i eK mausmes, mc. i nu aep w uti:.l9:az zu io rage i I D: E glu_SOc_oyDbn?TmOuxYxyf L9w-ORckTwYjP W 7J o H b6uG oke66 kb9Rl EODsN P 12 LfydObn -3-0-0 7 -SO 7-111111-6-7 16-6-0 23-8-15 31-1-6 38-5-13 46.0-0 3-0-0 7-5-0 1 3-6-12 4-11-13 7-2-11 7-0-7 7-4-7 7-6-3 4.00 12 6x8 \\ 2x4 II 5x14 = 0 4x8 = 3x8 = 3x5 = Scale = 1:84.0 2x4 II 4x10 = 1$ a n O r N m L n 4x5 —_ 2x4 II 4x12 34 = 3x4 II 4x12 = 4x8 = 4x10 = 3x4 II 3x6 = 7-5.0 11-6-7 tfr6-4 23-8-15 31-1-6 38-5-13 4E0.0 7-110 4-1-7 4-11-13 7-2-11 7-0-7 74-7 783 Plate Offsets (X,Y)— [B:0-1-10,Edgel, IE:0-4-0,0-2-121, (F:0-3-8 0-2-01, [L:0-1-12,0-1-121, IM:0-3-8,0-2-01,10:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.20 M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.71 L -M >496 180 BCLL 0.0 Rep Stress Incr . YES WB 0.75 Horz(TL) -0.02 P nla n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH Weight: 212 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 18Btf G'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, A -C: 2X6 OF SS G except end verticals. BOT CHORD 2X4 OF No.I &Btr G BOT CHORD Rigid ceiling directly applied or 4-2-11 oc bracing. WEBS 2X4 OF Stud/Std G *Except* E-O,F-M,H-L,J-L: 2X4 OF No.2 G REACTIONS. (Ib/size) K=1117/Mechanical, B=613/0-5-8, P=2607/0-3-8 Max Harz 8=116(LC 7) Max Uplift K=166(1_C 5), B=-178(LC 4), P=-380(LC 4) Max Grav K=1120(LC 20), 8=613(LC 1), P=2607(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=-148/868, O -E=-1481868, E -F=-1303/218, F -H=-2954/462, H -I=-2592/408, I -J=-2592/408, J -K=-1046/203 BOT CHORD P -R=-2302/357, O -P=-2302/357, M -O=-216/1303, L -M=-059/2954 WEBS GS=0/259, C -R=-1052/129, D -R=-266/101, E -R=-244/1708, E -P=-2444/449, E-0=-556/3767, F -O=-1053/269, F -M=257/1747, H -M=392/165, H -L=380/58, 1 -L= -549/202;J -L=-392/2635 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber. DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. �oQ�OFESS/ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q O -T E 0 O 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �`� will fit between the bottom chord and any other members. S C 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. GD Q C 75435 n m 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt --lb) LIJ W C M K=166, B=178, P=380. ' 03131!2018 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. \oF CAL\F September 15,2016 ® WARNING - Verify design perm—ler, end READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE M11.7173 fay. 10/031015 BEFORE USE. Design valid for use only with lblek4D connectors. This design is based only upon parameters shown, and is for on individual building component. not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permonent bracing Mire k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSI JTPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Infmma8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandna. VA 22314. - Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type City jB:0-4-2,0-2-61 fC:0-3-12,0-2 81 Webb, Paul LOADING (psi) SPACING- 2-0-0 CSI. [ly� 848427335 1603-1047 A03 Roof Special 1 1 L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.49 Job Reference (optional) 5Y51 tM5 NLU5 LUMtitK L;U, ANUtKSUN, GA a.0 iu s Apr zu to s0 Mi r eK mausmes, mc. i nu oep ra vu;.r ao w i0 —ye r • ID:EgIu_SOc_oyDbn?TmOuxYxyfL9w-vdA6gFZLgpFAPRAISzJzAKtxkYoPznvOc3mbt5ydObm -34)-0 9-5-0 9. 111 16-6-0 23-8-15 31-1-6 3&5-13 46-D-0 3-0.0 9-5-0 0. 1 6-6.9 - 7-2-11 7-0-7 7-0-7 7-0-3 ;4 0 4.00F1 2 6x8 Scale = 1:84.0 2x4 I I 2x4 II 4x10 = 3x6 = 4x8 = 3x5 II P .v M c ,. 4x5 %' 2x4 II 3x6 — 4x10 = 20 II 4x10 = 2x4 I 4x5 = 3x6 = 9-5-0 16-64 23-8.15 31-1-6 385-13 lit - - 9-517-1-0 7-2-11 7-0-7 747 7-6-3 Plate Offsets (X Y)- jB:0-4-2,0-2-61 fC:0-3-12,0-2 81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.13 L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.49 K -L >716 - 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.10 J n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 215 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G'Except' TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, A -C: 2X6 OF SS G except end verticals. BOT CHORD 2X4 OF No. I&Blr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 OF Stud/Std G WEBS 1 Row at midpf C-0, E-0, H -J REACTIONS. (Ib/size) J=1140/Mechanical, 8=65710-5-8, 0=254010-3-8 Max Horz B=143(LC 7) Max Uplift J=170(LC 5), B=-182(LC 4), 0=373(LC 4) Max Grav J=1140(LC 20), B=657(LC 1), 0=2540(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-181/258, C -D=-246/1574, D -E=-246/1574, E -G=2415/388, G -H=24151388 BOT CHORD N -O=-19911166, L -N=-199/1166, K -L=-334/2085, J -K=33412085 WEBS C-0=01333, C -O=-1751/237, D -O=-538/191, E-0=-2973/437, E -N=0/290, E -L=200/1352, G -L=-508/183, H -L=-55/357, H -K=0/314, H -J=-2193/326 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. F,�P�oF ESS/o�9 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. O 1 E O,D0r1 Fy 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (V -lb) J=170, B=182, 0=373.UP 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. UJ LtOIJ C 7 54 35 C M EXP. 0313112018 OF CAL September 15,2016 ® WARNING - V rW design Paramef-S and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MlekO connectors. This design Is based only upon parameters shown, and is for on Individual budding component, not a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , lubrication. storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Criteria, OSB -89 and BCSI Budding Component 7777 Greenback Lane Safety Inlormallon available from Truss Plate Institute- 218 N. Lee Street, Suite 312, Alexandria- VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Oty Ply Webb, Paul (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 848427336 1603-104T A04 Roof Special 1 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.40 Vert(TL) Job Reference (optional) SYS 11:105 FLUS LUMtitK UU, , ANUtKSUN, L A O.U.. b r pr cu cu ro mr r r:n nwwmns, mu. r onp ro u.. rayo r ID:EgIu_SDc_oyDbn?TmOuxYxy(L9w-NgkUubazw7N 11 blUOhrCjXC5Dy88iFegrj W8PXydObl -30-0 563 11-5011 16.6-4 23$-15 31-11i 38-513 460-0 3-0 0 58.3 5613 0. 1 4 69 7-2-11 7 4-7 747 71x3 dl/ 4.00 12 Scale = 1:84.0 2x4 11 2x4 II 4x10 = 3x6 = 4x8 = 3x5 II a rc a r v N m I .. 4x5 —_ 20 11 3x5 = 3x6 = 4x10 = 20 II 4x10 = 2x4 II 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.09 M >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.35 L -M >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.07 K n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 OF No. 18Btr G *Except* TOP CHORD A -D: 2X6 DF SS G BOT CHORD 2X4 DF No. 18Btr G BOT CHORD WEBS 2X4 DF Stud/Std G WEBS REACTIONS. (Ib/size) K=1109/Mechanical, B=598/0-5-8, P=2630/0-3-8 Max Harz B=170(LC 7) Max Uplift K=171(1_C 24), 13=173(LC 4), P=-394(LC 4) Max Gray K=1125(LC 20), B=598(LC 1), P=2630(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-428/177, C -D=218/591, D -E=-230/1554, E -F=-230/1554, F -H=-1922/323, H -I=-1922/323 BOT CHORD B -S=-186/327, R -S=-186/327, P -R=-555/165, O -P=-183/874, M -O=-183/874, L -M=-287/1687, K -L=-287/1687 WEBS C -R=-827/154, D -R=01417, D -P=1359/205, E -P=473/168, F -P=-2630/389, F-0=0/295, F -M=-178/1209, H -M=-503/182, I -M=48/264, I -L=0/317, I -K==1841/282 PLATES GRIP MT20 220/195 Weight: 231 Ib FT = 20% Structural wood sheathing directly applied or 4-0-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt F -P, I -K NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except ()t=1b) K=171, B=173, P=394. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 Ib down and 83 Ib up at 11-11-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1:15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-70, D -J=-70, K -T=-20 Q?,OF ESS/p/V TEOp�s�Fti LU LU C 75435 c rn * EX 3/31/2018 �T9TF�FCAL1F0 � September 15,2016 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE 11111-7473 rev. 10/0V2015 BEFORE USE. Design vcdd for use only with hbTekS connectors. This deign is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall a•Y■■ building deign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of busses and truss systems. see ANSI(rPlI Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safetyfntormotlon ovoilable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandra, VA 22314. Suite 109m Hei Ms CA 95610 Job Truss Truss Type Oty . _ 32-7-0 i_ 39-3-13 46-0-0 Paul848427337 6-8-13 3-1-4 + 5-7-2 58-14 4-8-12 6-8.13 6-8-3 �PlyIWebb, [B:0-1-6 Edgel [J:0-1-6 Edael A05 California LOADING (psf) SPACING- 2-0-0 CSI. - (loc) I/deft Ud PLATES GRIP TCLL 20.0 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, GA - b.UIU s Apr zu zutb mi I etc Inousmes, Inc. I nu aep 1a u9:s4:aa zulo rage 1 ID:Eglu_SOc oyDbn7TmOuxYxyfL9w-r01s5xachRVuflKhZOMRGIkJ3MUPRiU4NFixydObk 16-6-4 . 3-0-0 6.8.3 6.8.13 0- 1 2-6-9 57-2 5-8-14 1 4-2-1 1 6.8.13 6-8-3 ! Scale = 1:83.6 6x8 \\ 4.00 12 2x4 II 4x10 = 2x4 II 6x8 R O r• .. ,1 M I - 4x5 _ 2x4 I 3x6 — 4x8 = 2x4 I I 400 = 3x6 = 3x5 = 2x4 11 4x6 3x5 = 6.8-3 13-5-0 156 22-1-6 27-10-1 _ 32-7-0 i_ 39-3-13 46-0-0 6-83 6-8-13 3-1-4 + 5-7-2 58-14 4-8-12 6-8.13 6-8-3 Plate Offsets (X Y)— [B:0-1-6 Edgel [J:0-1-6 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.08 K -L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.34 K -L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.06 J We n/a BCDL 10.0 Code IBC2012rrPI2007 Matrix -MSH Weight: 243 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G 'Except' TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. D -H: 2X4 OF No. 1&Bir G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2X4 OF No.1&Btr G WEBS 1 Row at midpt F -P WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) J=1083/Mechanical, B=534/0-5-8, P=2733/0-3-8 Max Horz B=101(LC 12) Max Uplift J=169(LC 5), B=-181(LC 4), P=-337(LC 4) Max Grav J=1109(LC 20), B=599(LC 19), P=2733(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-337/373, C -D=-108/1000, D -E=-10811596, E -F=10811596, F -G=-12351283, G -H=-1235/283, H-1=-1712/311, I -J=-2565/411 BOT CHORD B -S=-318/268, R -S=-318/268, P -R=-940/226, L -N=-162/1558, K -L=-337/2377, J -K=-337/2377 WEBS C -S=0/275, C -R=-1066/185, D -R=-1/471, D -P=-1193/147, E -P=-339/116, F -P=2142/304, F -N=-181/1311, G -N=-376/135, H -N=-484(77, H -L=0/454,1 -L= -863/206,1-K=0/260 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �OQiOF ESS/ON9 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit tietween the bottom chord and any other members. O I EO o 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. J t f1 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) O C 75435 0 m J=169, B=181, P=337: LU LU C M 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 03/31/2018 rF�FCA��F�� September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE kf&7473 rev. IMY2015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the budding designer must verity the applicability of design parameters and property incorporate this design into the overall ■■■��.YYY■■ building design. Bracing indicated is to prevent buckling of individual inns web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIJTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety irdorma8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Afexondno, VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Oty (loc) I/deft Ud J -K >999 240 J -K >999 180 1 n/a n/a Webb. Paul LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD 848427338 1603-104T A06 California 1 [ly� 1 1 Row at midpt C -O, G -M, F -N REACTIONS. (Ib/size) 1=1081/Mechanical, B=531/0-5-8, N=2738/0-3-8 Max Hoa B=116(LC 8) Job Reference (optional) JYb I tMb FLUB LUMbtK LU, ANUt KJUN, LA o.0 iu a Ayr eu eu io evil 1 un neuubun:b, ee, i e aesy 'o royo e ID:Egtu_SOc oyDbn7TmOuxYxyfL9w-JCsEIHbESkdlGvvt76tgoyHWWmpUA9BS117FUQydObj 16-64 23-11-13 3-0-0 7-6-3 7-573 0- 1 7-59 56-0 0- 1 7-513 7-B-3 0-6-9 Scale = 1:86.6 4.00 12 6x6 = 20 II 6x8 = 6x8 U U N M R J 4x5 2x4 II 3x6 = 4x10 = 3x5 = 3x5 = 2x4 II 4x6 = = 3x5 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012lrP12007 CSI. TC 0.34 BC 0.41 WB 0.95 Matrix -MSH DEFL. in Vert(LL) -0.08 Vert(TL) -0.30 Horz(TL) 0.08 (loc) I/deft Ud J -K >999 240 J -K >999 180 1 n/a n/a PLATES GRIP MT20 2201195 Weight: 255 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G WEBS 1 Row at midpt C -O, G -M, F -N REACTIONS. (Ib/size) 1=1081/Mechanical, B=531/0-5-8, N=2738/0-3-8 Max Hoa B=116(LC 8) Max Uplift 1=171(1_C 9), B=-208(LC4), N=-286(LC 5) Max Grav 1=111O(LC 20), B=678(LC 19), N=2738(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-088/463, C -D=-102/1242, D -E=-32/1288, E -F=-63/1340, F -G=-676/224, G -H= -1581/304,H -I=-24661410 BOT CHORD B -Q=-397/403, O -Q=-401/398, N -O=-1143/243, M -N=-06/693, K -M=-141/1385, J -K=-327/2292, I -J=-327/2292 WEBS GQ=0/314, C -O=-1168/223, D -O=-29/430, D -N=-1163/142, E -N=-369/184, H -K=-928/202, H -J=0/270, F -M=01722, G -K=0/540, G -M=923/122, F -N=-2230/322 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=110mph (3 -second gust) Vosd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �o9? OF ESS/0�9 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. O E O 0 2 6) A plate rating reduction of 20% has been applied for the green lumber members. Q 0 7) Refer to girder(s) for truss to truss connections. PQM 1s� Gl 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) UP 1=171, B=208, N=286. (D a C 75435 n m 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LU W C rn EXP. 03/31/2018 1i I N OF C AL1F September 15,2016 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE UH -7473 rev. 10/03/7015 BEFORE USE. Design valid for use only with Milele® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collopse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSIfFPII Quality Cdteda, DSB-B9 and BCSI Butiding Component 7777 Greenback Lane. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus He his CA 95610 Job Truss Truss Type Qty (loc) I/deft IJd K -L >999 240 K -L >999 180 J n/a n1a Webb, Paul LUMBER- BRACING - TOP CHORD 2X6 DF SS G [ly� 848427339 1603-104T A07 California 1 1 1 Row at midpt C -P E -P: 202 DF SS REACTIONS. (Ib/size) J=1036/Mechanical, B=507/0-5-8, P=2807/0-3-8 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:34:56 2016 Page 1 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9wJCsE IHbESkdlGvvt76tgoyHW 9mg3A9gSI1?FUQydObj -3-0-0 8-8-3 1610-2 1711- 1 22-6.5 2 28-4-14 32-5.13 3 3o 39!' 46-0-0 3�0 61-15 1- 4-610 0 -11 5 0 14 4 0 15 0 1 63-1 6-57 4.00 12 8x12 = 6x6 Scale = 1:86.6 4x5 = 2x4 II 3x6 = 4x8 = 5x10 = 3x5 = 3x5 = 2x4 II 4x6 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012rrPI2007 CSI. TC 0.37 BC 0.36 WB 0.92 Matrix -MSH DEFL. in Vert(LL) -0.08 Vert(TL) -0.29 Horz(TL) 0.05 (loc) I/deft IJd K -L >999 240 K -L >999 180 J n/a n1a PLATES GRIP MT20 2201195 Weight: 271 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purfins. BOT CHORD 2X4 OF No. I&Btr G BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 2X4 DF Stud/Std G *Except* WEBS 1 Row at midpt C -P E -P: 202 DF SS REACTIONS. (Ib/size) J=1036/Mechanical, B=507/0-5-8, P=2807/0-3-8 Max Harz B=121(LC 12) Max Uplift J=168(LC 5), B=-203(LC 4), P=-260(LC 5) Max Grav J=1071(LC 20), B=646(LC 19), P=2807(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-294/591, C -E=-8611571, F -G= -280/161,.G -H=-1179/292, H -I=-16951324, I -J=-2457/409 BOT CHORD B -R=-511/231, P -R=-511/231, O -P=-12491217, N -O=-140/1193, L -N=-18311550, K -L=-335/2276, J -K=-33512276 WEBS GR=01340, C -P=-1358/255, E -P=2189/326, E -O=-245/1818, F -O=-341/88, G -O=-1264/233, G -N=0/459, H -N=-539/62, H -L=0/438, I -L=-772/164 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P?,oF ESS/ON9 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf.�� O T E 0470 F� 6) A plate rating reduction of 20% has been applied for the green lumber members. h tS - 7) Refer to girder(s) for truss to truss connections. J t jt 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (it --lb) O C 75435 n m J=168, B=203, P=260. LU UJ' C rn 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXF. 03/31/2018 \FOF September 15,2016 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIR -7473 rev. 10103/2015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for an individual building component. not o truss system. Before use. the building designer must verily the applicability of design parameters and property incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is olways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricolion, storage, delivery, erection and bracing of trusses and truss systems. see ANSIJTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information avolable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Helahts. CA 95610 Job Truss Truss Type Oty Ply Webb, Paul - " SPACING- 2-0-0 1748427340 1603-104T A08 California 1 1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Job Reference (optional) SYS I LMS FLUS LUMCtK GU, ANULKSUN, GA a.U1U s Apr zu zu1b m1I eK Industries, Inc. I nu Sep 10 ua:,sq:oa zulo rage 1 ID:Eglu_SOc_oyObn?TmOuxYxyfL9w-Fbz?jzdU_Lu7 WC3FFWv8lNMsIZWPe5ulmKUMYJydObh •3-0-0 &7-2 04-10 iS64 20.0.0 2 257-13 30410 34-513 3 3 4089 46-0-0 3-0-0 B-7-2 1.9.12 St -6 3512 51-13 0-9-1 4-0.15 0- 1 53-1 - SS7 R 4.00 12 6x6 % NAILED 6x8 = Scale = 1:86.5 V R ` I� ry m 3x5 = 2x4 II 4x5 = v I b K V V ' 4x5 = , 2x4 II 3x6 = 4x6 = 7x8 = 4x5 = 3x6 = 3x5 = 3x6 = 21-24 19-3720-6-0 0-7-2 0-0.14 7-10-4 2.14 0-39 d-9-1 4-10.10 5.31 W Aa1 M.G Plate Offsets (X,Y) - [B:0-0-6,Edgel [G:0-3-12,0-0-121, [I:0-5-8 0-3-01, [J:0-4-0 0-1-81 [P:0-2-7,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.10 N-0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.38 Vert(TL) -0.33 N-0 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.06 L n/a n/a BCDL 10.0 Code IBC2012rrPI2007 Matrix -MSH Weight: 279 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD BOT CHORD 2X4 DF No. 18Btr G BOT CHORD WEBS 2X4 DF Stud/Std G WEBS REACTIONS. (Ib/size) L=1089/0 -5 -8,B=457/0 -5-8,T=2953/0-3-8 Max Horz B=136(LC 31) Max Uplift L=186(1 -C 9), B=-220(LC 23), T=-309(LC 5) Max Grav L=1119(LC 20), 8=603(LC 19), T=2953(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-157(736, C -E=-119/1601, E -F=0/660, G -H=-211316, H -I=-864/256, I -J=-1860/432, J -K=-2115/417, K -L=-2632/464, F -G=0/647 BOT CHORD B -V=-050/271, T -V=-650/271, S -T=-1440/283, Q -R=-84(762, O -Q=-303/1867, N -O=-29511984, M -N=-394/2444, L -M=-394/2444 WEBS 1-0=0/291, J-0=255/88, J -N=0/350, K -N=-092/134, F -S=-310/3, G -R=-150/1071, E -T=-2378/369, C -V=0/336, C -T=1196/221, E -S=-25011807, G -S=-1379/227, H -Q=-108/914, H -R=13431271, I -Q=-1371/272 Structural wood sheathing directly applied or 5-2-10 oc purlins. Rigid ceiling directly applied or 5-4-12 oc bracing. 1.Row at midpt E -T, C -T, G -S, H -R NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt --1b) L=186, B=220, T=309. 8) "NAILED' indicates 3-1Od (0-148"x3") or 2-12d (0.148"x3-25") toe -nails. For more details refer to MiTews ST -TOENAIL Detail. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 Ib down and 29 Ib up at 20-5-4, and 138 Ib down and 89 Ib up at 29-9-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q�OFESS/ON 1 EOpLP �s�F2c WC 75435 M tlr� YX�P. _03/2018 l* TFOF September 15,2016 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MX7473 rev- 10/0317015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- o truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■■�•YY` building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bnocing MiTek' is always required for stability and to prevent collopse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane , Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexandra. VA 22314. Suite 109 Citrus Heicrhts, CA 95610 Job Truss - Truss Type Oty Ply Webb, Paul 848427340 1603-1047 A08 California 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:34:58 2016 Page 2 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-Fbz?jzdU LuTWC3FFWv8tNMsIZWPe5ulmKUMYJydObh LOAD CASE(S) Standard " 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 1 Uniform Loads (plf) - Vert: A -F=-70, G4=-70, W=-70, J -L=-70, W -Z=20, F -G=-70 Concentrated Loads (lb) Vert: AC= -98 AD= -45(F) AE= -5 t Y 0 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MX7473 rev. 10/03/2015 BEFORE USE. Design vofx3 for use only with nMlek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i•� building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members ordy. Additional temporary and permanent bracing Mire k' is always required far stabiliy, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIMI Quality Criteria, DSS -89 and BC51 Building Component 7777 Greenback Lane SafetyInformation available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss TypeOty DEFL. in Vert(LL) -0.31 Vert(TL) -1.15 Horz(TL) 0.15 Ply Webb, Paul GRIP 220/195 FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD 848427341 1603-1047 A09 CALIFORNIA 1 1 H -Q: 2X4 DF No.2 G WEBS 1 Row at midpt 1-0 JOINTS 1 Brace at Jt(s): W Job Reference o liana/ SYS I tMS FLUS LUMatK GV, ANUCKSL714, UA 'p. • ' R" .F — va. .. I— I .1� ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-jnXNxJd6lfOJ7MeSoEONObv fzkTNXHu_Dv4lydQbg 8-0 124-9 3.9420.3-0 23-10-0 27.4.11 32-0-1d 36-5-13 3 -3 4640 340 7-3A 14-8 3-8-9 -4-11 2-9-0 3-0.12 3-7-0 3.6.11 SO.3 4415 0- •1 Scale = 1:84.6 4.00 12 5x6 = 4x6 4x4 4x4 G AE H u I R V r 4x6 = 2.4 II 5x6 = 4x4 = 44 = 4x6 = 6x8 4x5 = 2x4 II 4x8 4x4 = 4x5 = I LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012rrP12007 CSI. TC 0.54 BC 0.84 WB 0.86 Matrix -MSH DEFL. in Vert(LL) -0.31 Vert(TL) -1.15 Horz(TL) 0.15 (loc) I/deft Ud P -Q >999 240 P -Q >306 180 L We n/a PLATES MT20 Weight: 293 Ib GRIP 220/195 FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 OF Stud/Std G *Except* 8-11-2 oc bracing: Q -R. H -Q: 2X4 DF No.2 G WEBS 1 Row at midpt 1-0 JOINTS 1 Brace at Jt(s): W REACTIONS. (Ib/size) L=1597/0-5-8, B=1411/0-5-8, R=149210-3-8 Max Horz B=141(LC 8) Max Uplift L=200(1_C 5), B=-188(LC 4), R=-79(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2708/174, C -D=-1913/187, D -F=-17451241, F -G=1087!71, 13-1-1=846/66, H -I=-1990/242, I -J=-3435/401, J -K=4646/558, K -L=-0011/483 BOT CHORD B -U=-71/2514, T -U=71/2514, R -T=4/1745, Q -R=-16/1703, P -Q=-245/3246, N -P=451/4617, M -N=-392/3753, L -M=-38913763 WEBS J -N=-536/109, K -N=-7411023, K -M=0/294, F -R=-048/35, Q -V=-911942, H -V=-84/881, C-U=0/263,F-W=-903/210,V-W=-49/539,1-P=-94/1209,J-P=-1569/236,1-Q=-2080/311, C -T=-830/141, D -R=-337/239, H -W=-14241258 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 150.Olb AC unit load placed on the top chord, 19-0-0 from left end, supported at two points, 4-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 9?,0F ESS/O/V O 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q O E O O q� 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5Z fs 2C 7) A plate rating reduction of 20% has been applied for the green lumber members. J t fl Z 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) R except at --lb) ( Q C 7 54 35 0 M L=200, B=188. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 03/3112018 JF CAUr September 15,2016 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M/7E1C REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Niffek® connectors. This design is based ontyupon parameters shown, and is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSIJI ll Quality Criteria, DSB-89 and BCSI BuOding Component 7777 Greenback Lane Safety bdormalion available from Truss Plate Institute. 218 N. Lee Sheet, Suile 312, Alexandria, VA 22314. Suite 109 Citrus He' CA 95610 Job Truss Truss Type City Plate Offsets (X Y) - Webb, Paul LOADING (pso SPACING- 2-0-0 [ly� 848427342 1603-1047 A10 CALIFORNIA 1 1 TC 0.58 Vert(LL) -0.37 P -Q >966 240 MT20 220/195 TCDL 15.0 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, GA 8.U1U s Apr zu zulb MI I etc Inausmes, mc. I nu bep a ua:ja:uu zulb rage i ID:Egtu_SDc_oyDbn?TmOuxYxyfL9w-B 518fekWz8AIWDeMxxczoS8sN4_6zd2DezTdBydObf 39.3-8 3-0.0 7-3-8 1-4-8 3-8-9 -0-11 2-9-0 3-8-12 3-7-0 4(1-7 31Q7 415 2-7-15 6.8.8 0.1-12 Scale = 1:84.6 4.00 12 5x6 = 4x5 ZZ 4x4 % 4x4 % G AE H U I R U Iv In 2x4 I I 6x6 = 4x4 = 4x5 = 7x8 WB = 4x8 = 2x4 II 4x8 = 4x6 = 4x4 = 46 = 4x5 = 8-8-0 12-0-9 16-6-0 23-10-0 21: 9 28-6.7 32-4-14 39-3-8 46-0.0 &8-0 3-8-9 4-1-11 7-3-12 0-7- 4-0-14 3-10.7 6-10-10 6418 Plate Offsets (X Y) - [B:0-1-10,Edael, IE:0-2-8 0-2-01, (K:04-0,0-241, [N:0-3-8,0-2-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.37 P -Q >966 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -1.34 P -Q >264 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.16 L n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH Weight: 296 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2X6 OF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 OF Stud/Std G *Except* 7-11-2 oc bracing: Q -R. H -Q: 2X4 OF No.2 G WEBS 1 Row at midpt J -P, I -Q OTHERS 2X6 OF SS G JOINTS 1 Brace at Jl(s): W REACTIONS. (Ib/size) L=1572/0-5-8,B=136710-5-8,R=1561/D-3-8 Max Hoa B=141(LC 8) Max Uplift L=196(LC 5), B=-190(LC 4), R=-77(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2581/158, C -D=-1766/168, D -F=-1635/227, F -G=1001/54, G -H=760/50, H -1= -1890/224,1 -J= -36991427,J -K= -5416/643,K -L=4164/509 BOT CHORD B -U=-77/2394, T -U=-77/2394, R -T=0/1604, Q -R=-5/1606, P -Q=-288/3491, N -P=577/5465, M -N=435/3930, L -M=432/3938 WEBS J -N=-707/142, F -R=-722/32, Q -V=-66/834, H -V=-581766, C -U=0/269, F -W=-8981217, V -W=-58/603, I -P=-64/1145, J -P=2099/307, I -Q=-2238/339, C -T=-8531140, D -R=-298/307, K -N=-144/1631, H -W=-14821273 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 150.01b AC unit load placed on the lop chord, 19-0-0 from left end, supported at two points, 4-0-0 apart. �i,�P�OF ESS/��� 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O T EOQO F� 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf.LP 7) A plate rating reduction of 20% has been applied for the green lumber members. OJ C 75435 n m 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) R except (jt=1b) W C M L=196, B=Iso. * EXP. 03/3112018 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OF CAUL September 15,2016 ® WARNING - Vedfy design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mg -7413 rex. 10/0312015 BEFORE USE. R Design vofid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ] a truss system. Before use, the building designer must verity the applicability of design parometers and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and tens systems. see ANSIMI Quality Crttedo, DSB-89 end BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandno. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss TypeQry Ply Webb, Paul R48427343 1603-1047 A11 CALIFORNIA GIRDER 1 2 Job Reference (op'...11 SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:03 2016 Page 1 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-cYnumghdpu WlczxDl4VKaR3gBa7OJJ7UvcB7DW ydQbc 4135 30-0 4-8-14 a-8-0 12-7-2 16fJ -64 22-&O 25-8-2 31-1-5 3-0-0 4A-14 V1 1='-2 31 11-2 F 111-2 6-1-12 3.0.2 SS2 SS2 1-1-1 2-9.7 9- 4-615 3-0-0 0.1.12 Scale = 1:87.5 4.00F12 5x6 = AL 7x8 FAK 4x6 EC D I 4x5 z�- 2.4 II D 4x5 II 2x8 = J 7x8 = AM N7z8 C C K L NAILED B dA P AB AA Z Y X W V U T o AO „AP 4x5 2x4 II 4x6 4x5 = 4x6 = = 4x6 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 TCDL 15.0 Lumber DOL 1.15 BC 0.71 BCLL 0.0 Rep Stress Incr NO WB 0.93 BCDL 10.0 Code IBC2012frPI2007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* H -W: 2X4 DF No.2 G REACTIONS. (Ib/size) B=1114/0 -5-8,X=2287/0-3-8.0=2648/0-5-8 Max Harz 8=141(LC 13) Max Uplift B=240(LC 30), X=139(LC 4), 0=-422(LC 5) Max Grav B=1149(LC 23), X=2287(LC 1), 0=2648(LC 1) 2x4 II 2x4 II 48 = 6x12 = NAILED HUS26-2 NAILED DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.29 S -T >999 240 MT20 220/195 Vert(TL) -1.06 S -T >333 180 Horz(TL) 0.10 O n/a nla Weight: 627 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): AD FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1915/229, C -D=-1681/251, D -E=-992/297, E -F=1088/222, F -G=-1234/92, G -H=-838/67, H-1=-1488/203,I-J=3444/433,J-K=-5398/666,K-L=-10410/1310, L -M=-10410/1310, M -O=-6743/827 BOT CHORD B -AB= -209/1773, AA -AB= -209/1773, Z -AA= -130/1577, X -Z=-92/937, W -X=0/1150, V -W= -211/3244,7 -V= -498/5080,5-T=-1244/10592, R -S=-1256/10636, Q -R=-732/6457, O -Q=-72516453 WEBS GAA= -266/86, D-AA=0/399, D -Z=960/123, E -Z=-281/132, E -X=-126/866, F -X=1369/86, I -V= -233/2038,J -V= -2317/361,J -T=-148/1626, K -T=-56841769, K -S=-410/113, K -R=-6071302, M -R=-534/4233, W -AC= -135/1236, H -AC= -124/1135, F -AD= -359/251, AC-AD=951910, H -AD= -1144/238, I -W=-3032/430 NOTES- (16) 1) 2 -ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and fight exposed ; end vertical left and fight exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) 150.01b AC unit load placed on the top chord, 19-0-0 from left end, supported at two points, 4-0-0 apart. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 4x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 10) A plate rating reduction of 20% has been applied for the green lumber members. QROF ESS/0/V CO�� 1E000s�c<2 LU LU C 75435 c m Df X EXP?2018 OF 1� Ich September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/012015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' k always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSIJTPI1 Quality Crifeda. DSB-89 and BCSI Building Componerd 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandno. VA 22314. Suite 109 Citrus Heights, CA 956110 Job Truss Truss TypeOry Ply Webb, Paul R48427343 1603-104T A11- CALIFORNIA GIRDER 1 2 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSUN, GA a.uTu s Fpr -,u zulo mi I eK Inausmes, Inc. I nu cep to ue:ao:ua zu io rage z ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-cYnumghdpuWlczxDl4VKaR3gBa7OJJ7UvcB7DWydObc NOTES. (16) r 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=240, X=139, 0=422. 12) Use USP HUS26-2 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 37-7-8 from the left end to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MTek's ST -TOENAIL Detail. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 Ib down and 94 Ib up at 35-9-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 16) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -G=-70, G -K=-70, K -AN= -70, M -AN= -30, M -N=-70, M -P=-70, AE -AH= -20 Concentrated Loads (lb) Vert: R=-1033(8) AK= -75 AL= -75 AM= -107 A0-19(1]1) AP= -157(B) s ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473re, 10/01/1015 BEFORE USE. Design valid for use only with mlekO connectors. This design is based only upon parameters shown, and is for on individual budding component, not a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of Trusses and truss systems, see ANSIJTPII Quality CrBerlo, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety I=rnaflon available from Truss Plate institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty (loc) I/deft L/d Webb, Paul TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.15 IPly� 848427344 1603-1047 Al2 COMMON 2 1 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.09 J n/a nla Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:04 2016 Page 1 ID:EOLu_SOc oyDbn?TmOuxYxyfL9w-0ILG_OhFaBecE7WPbnOZ7ecv9 XU2mLd8GxgmyydQbb -3-0-0 8-8-0 16.6.4 20.3-0 23-10-0 28-8.12 31-84 37-6-0 3-0 0 8-8-0 7-10 4 3 8 12 3-7-0 4 10.12 2-11-0 5 9 12 4.00 12 5x6 = Scale = 1:66.9 2x4 11 5x8 = 4x4 = 4x4 = 5x8 = 7x8 2x8 I I 4x6 = l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.15 K -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.57 K -M >440 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.09 J n/a nla BCDL 10.0 Code IBC20121rP12007 Matrix -MSH Weight: 233 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, BOT CHORD 2X6 DF SS G except end verticals. WEBS 2X4 DF S1udlStd G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I -J: 2X6 OF SS G WEBS 1 Row at midpt C -N, H -M JOINTS 1 Brace at Jt(s): Q REACTIONS. (Ib/size) B=1559/0-5 , N=740/0-3-8, J=1415/Mechanical Max Horz 8=144(LC 12) Max Uplift 13=175(LC 4), N=-149(LC 8), J=-134(LC 5) Max Gray B=1559(LC 1), N=909(LC 19), J=1415(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-29341183, C -E=-2096/223, E -F=-67813, F -G=-612/0, G -H=-2129/182, 1,14=2495/235, I -J=-13541155 BOT CHORD B -P=-96/2710, N -P=96/2710, M -N=-56/1934, K -M=-202/2320 WEBS C -P=01255, C -N=-958/246, E -N=311/191, G -M=01311, H -K=-260/122, H -M=-047/156, I -K=-172/2120, E-0=1419/260, G -Q=-1419/260 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 150.01b AC unit load placed on the top chord, 20-3-0 from left end, supported at two points, 4-0-0 apart. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) B=175, N=149, J=134. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQ?,pF E SS/pN� �01E000s�Fti LLILU C 75435 c: rn of EXP. 03/31/2018 September 15,2016 ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED M7TEK REFERENCE PAGE M&7473 ne, 10/031015 BEFORE USE. Design votid for use only with tA6TekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the opplicobi8ly, of design parameters and property incorporate this design into the overall ■■■ building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing Welk' is always required lar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the loWcotion. storage, delivery. erection and bracing of trusses and truss systems. see ANSI/TPII quality Crifeda, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Irrtorma8on available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite log Citrus Heights, CA 95610 Job Truss Truss Type Qty 20.0 Webb, Paul 1.15 TCDL - Lumber DOL [ly� 848427345 1603-1047 A13 ROOF SPECIAL 3 1 Code IBC2012frPI2007 WB 0.74 Horz(TL) 0.02 J n/a Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:35:05 2016 Page 1 ID:Eglu_SOc oyDbn?TmOuxYxyfL9w-YxveBMitLVmTsH5c9VXofs90FOwmnGfnNwgElPydQba -1 0-0 7-10.12 12-0-14 17-3-0_ , 21-10.0 26-M3-0.0 7-10-12 1 4-8-2 4-8.2 - 4-7-0 4-10-8 4.00 12 4x6 = 2x4 11 F G Scale = 1:50.3 4x5 !::� 2x8 II 4x10 = 2x4 II 7-10.12 12-0-14 17-3-8 21-10.0 _ - - _, 26-8.8 r 7-10-12 4-&2 4-8-10 4$8 4-10.8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2012frPI2007 LUMBER - DEFL. TOP CHORD 2X6 OF SS G BOT CHORD 2X4 OF No.18Btr G 'Except' TC 0.54 F -M: 2X4 OF Stud/Std G WEBS 2X4 OF Stud/Std G CSI. DEFL. in (loc) I/defl L/d TC 0.54 Vert(LL) -0.04 O -R >999 240 BC 0.27 Vert(TL) -0.14 O -R >673 180 WB 0.74 Horz(TL) 0.02 J n/a n/a Matrix -MSH 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate PLATES GRIP MT20 220/195 Weight: 158 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-44 oc bracing. REACTIONS. (Ib/size) B=540/0-7-8, J=812/Mechanical, 0=1248/0-5-8 Max Horz B=151(LC 19) Max Uplift 13=737(1_C 19), J=1072(1_C 22), 0=-849(LC 19) Max Grant B=844(LC 40), J=1433(LC 39), 0=1395(LC 40) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1644/1550, C -E=-1487/1176, E -F=-1031/668, F -G=-7171376, G -H=-1526/1248, H -1=-1998/1549,1-J=-138711090 BOT CHORD B -O=-1518/1504, N-0=-011/597, M -N=-702/711, F -L=176/330, K -L=-042/1037, J -K=-821 /829 WEBS C -O=-1268/934, C -N=-996/1340, E -N=-561/444, L -N=539/823, E -L=-421/515, H -L=-7451736, H -K=-570/607, I -K=-1527/1940 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide ESS/ov will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. �OQ?,OF S E000 l <ti 6) Refer to girder(s) for truss to truss connections. O A� S Q 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) o 0 B=737, J=1072, 0=649. 0 C 75435 8) This truss has been designed for a total drag load of 4700 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist LU W C rn drag loads along bottom chord from 0-0-0 to 26-8-8 for 176.0 pit. EXP. 03/31 /2018 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * �� . vi "q�FCFCA�IFO . September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid far use only with mlekO connectors. This design Is based only upon parameters shown, and is for an individual balding component, not a truss system. Before use. The budding designer must verify the applicability of design parameters and property incorporate this design into the overall ■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI(TPII QuoBty Critedo, OSB•89 and SCSI Building Component 7777Greenback Lane Safety Irdormallon available from truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexondna, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss TypeOty 3x4 11 Ply Webb, Paul 8X8 = 2x4 11 504 = 6x6 = 6x12 H K 6x6 z AI L NAILED C D E F G 848427346 1603-1047 B01 California Girder 1 0IA O R n MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate U _ P 1 9 — -o AJ AK ABALAM AA AN Z AOY x AP AO W AR V Q 2x4 11 12x14 = 5x10 = Job Reference (optional) SYSTEMS PLUS LUMI3EK LU, ANUtKSUN, LA o.0 ill a nyr co cv ry .v,. r �� nr��orr,o�, ,,,... ,,,...,cy �v oyo ID:E0u_S0c_oyDbn?TmOuxYxyfL9w-yWangOkld082jlgAqd5VHUnY0buJ ;;D uv- ydObX 9-2-12 13-10.13 18-8-9 23-4-10 28-2-13 33-1-0 37-9-2 42•S4 4511-12 SDd-0 53-0-0 3-0-0 S2-0 0. 1 3-3-1 4-8-1 4.9.13 4$-1 4-10.3 4-10.3 4$-2 4$•2 3$-8 4-0-0 Scale = 1:94.8 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1947/3679, C -D=-3084/6654, D -E=-3084/6654, E -F=-4885/2083, F -G=-8858/4599, G -H=-3435/1506, H-I=-3459/1591,1-J=-703/202,J-K=658/217,K-M=-806/1428, M -N=-2724/5861, N -O=-2587/5242 BOT CHORD B -AB= -3504/1895, AA -AB= -3520/1889, Z -AA= -828/820, X -Z=-828/820, W -X=-2041/4885, V -W=-4659/8963, U -V=401727, J -U=-455/228, R -S=-5529/2653, Q -R=-4907/2476, O -Q=-0907/2476 WEBS GAB=0/287, C -AA= -3375/1361, D -AA= -016/239, E -AA= -620112558, E -X=-2882/5949, F -X=-15491924, F -W=2637/4165, G -W=-7241978, G -V=602213467, H -V=-057/211, S -U=-13031808, K -U=-1018/2242, K -S=-2132/913, M -S=-2072/4918, M -R=-017311713, N -R=-674/217, I -V=-1859/3592, I -U=1222/686 NOTES- (15) ® 6x6 = 1) 2 -ply truss to be connected together with 10d (0.131"x3') nails as follows: 3x4 11 4.00 12 2.4 11 IJ 4x5 4x6 Zz- 8X8 = 2x4 11 504 = 6x6 = 6x12 H K 6x6 z AI L NAILED C D E F G M 4x4 - ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. N B V 0IA O R n MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate U _ P 1 9 — -o AJ AK ABALAM AA AN Z AOY x AP AO W AR V Q 2x4 11 12x14 = 5x10 = T S R O ' 4x5 = 2x4 11 4x12 = 4x6 = 4x10 = THD26-2 3x4 11 5x14 = 5x6 = 2x4 I I 4x6 = 4x5 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED September 15,2016 I S2-0 9-2-12 13.10-13 18-8-9 23-4-10 28.2-13 33-0-8 3 37-9-2 42-54 4511-12 50-4-0 S2-0 4-0-12 4-8-1 4-9-13 4.8-1 4-10-3 4-9-11 0. 8 4-3-2 4$-2 3-6$ Plate Offsets (X Y)- (B•0-1-6 Edael (C•0-4-0 03-81 [E:0-5-0,0-2-81, IF:0-3-0 0-2-41 (G:0-9-0 0-3-01 IR:0-2-12 0-3-81 fU:0-2-8 0-2-121,(X:0-3-8,0-2-0) (AA:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.36 W >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.73 W -X >548 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.04 R n/a n/a BCDL 10.0 Code IBC2012f rPI2007 Matrix -MSH Weight: 685 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G *Except* D -AA: 2X6 DF SS G, E-X,M-S: 2X4 DF No.2 G, F-W,G-W: 2x8 OF SS REACTIONS. All bearings 0-7-8 except Qt=length) AA=0-5-8, R=0-5-8. (lb) - Max Harz 8=130(LC 35) Max Uplift All uplift 1001b or less atjoint(s) except 13=720(LC 30), 0=1625(1_C 21), AA=-1577(LC 8), R=-1766(LC 4) Max Grav All reactions 250 Ib or less at joints) except B=488(LC 9), 0=914(LC 8), AA=4255(LC 2), R=4622(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1947/3679, C -D=-3084/6654, D -E=-3084/6654, E -F=-4885/2083, F -G=-8858/4599, G -H=-3435/1506, H-I=-3459/1591,1-J=-703/202,J-K=658/217,K-M=-806/1428, M -N=-2724/5861, N -O=-2587/5242 BOT CHORD B -AB= -3504/1895, AA -AB= -3520/1889, Z -AA= -828/820, X -Z=-828/820, W -X=-2041/4885, V -W=-4659/8963, U -V=401727, J -U=-455/228, R -S=-5529/2653, Q -R=-4907/2476, O -Q=-0907/2476 WEBS GAB=0/287, C -AA= -3375/1361, D -AA= -016/239, E -AA= -620112558, E -X=-2882/5949, F -X=-15491924, F -W=2637/4165, G -W=-7241978, G -V=602213467, H -V=-057/211, S -U=-13031808, K -U=-1018/2242, K -S=-2132/913, M -S=-2072/4918, M -R=-017311713, N -R=-674/217, I -V=-1859/3592, I -U=1222/686 NOTES- (15) ® 1) 2 -ply truss to be connected together with 10d (0.131"x3') nails as follows: ESs/�N Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. follows: 2x6 2 0-9-0 Q?,OF q( 1 EODO F` Bottom chords connected as - rows staggered at oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, Except Q�' O member W -G 2x8 - 2 rows staggered at D-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to J (f1 2 O C 75435 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. � 3) Unbalanced roof live loads have been considered for this design. EXP. 03/31/2018 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; * MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Q 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 p'sf bottom chord live load nonconcurrent with any other live loads. FOF CA`,F 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. September 15,2016 8) A plate rating reduction of 20% has been applied for the green lumber members. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE MI1-7473 rev. 10/03x2015 BEFORE USE. Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for on individual budding component, not a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall ■■�•��■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane lobricolion. storage, delivery, erection and bracing of trusses and truss systems. see ANSI/IPII Quality Criteria, DSB-89 and SCSI Budding Component Soley Information avoidable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss , - Truss Type Qty Pty Webb, Paul R48427346 1603-104T 1301 California Girder 1 - Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANUERSUN, GA 8.u1u s Apr LU ZU1b MI I ek Industries, Inc. I nu Sep 1S Uy:Jb:UtI2Ulb rage z I D: Eg I u_S Oc_oyDb n?TmOuxYxyfL 9w -y W angOkldQ82jlgAgd 5V HUnYObuJ_caD3uvuvkydQbX NOTES- (15) 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 Ib uplift at joint B, 1625 Ib uplift at joint O, 1577 Ib uplift at joint AA and 1766 Ib uplift at joint R. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 11) Use USP THD26-2 (With 16d nails into Girder 8 10d nails into Truss) or equivalent at 23-6-0 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) 'NAILED" indicates 3-10d (0.148"x3•) or 3-12d (0.148"x3.25") toe -nails. For more details refer to MTek's ST -TOENAIL Detail, r 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 Ib down and 28 Ib up at 24-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -G=-70, G-1=-70, I -P=70, U -AC= -20, T -AF= -20 Concentrated Loads (lb) r Vert: Y= -25(F) Z=25(F) W= -1284(F) AI= -93 AJ=-O(F) AK= -190(F) AL=25(F) AM= -25(F) AN= -25(F) AO=26(1`) AP= -35(F) AO= -35(F) AR=35(F) s ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 10/07/2015 BEFORE USE. . Design valid for use only with MrlekO connectors. This design is based only upon parameters shown, and is for an individual building component, not o truss system. Before use, the building designer must verify the applicability of design poromelers and properly incorporate this design into the overall .building design. &ocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with Possible personal injury and property damage. For general guidance regarding the fabrication, stooge, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information ovo lobie from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite log Carus Hei his CA 95610 Job Truss Truss Type Oty PlyWebb, Paul 3x4 I I CSI. s 2x4 II I J R48427347 1603-1047 B02 California 1 1 G AG Vert(LL) -0.16 L 6x6 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 Job Reference (optional) SYS I tM5 FLU -5 LUM9tK GU, ANUtKSVN, L A O.V I V J r•spr GV LV r0 rvlr I GR Ir1YUJlrIGJ, nib. .AGN ID:Egtu_SDc_oyDbn?TmOuxYxyfL9w-vviXE3mO91Omy2 Zy27zMvsvVPaWSUZWWCO?zcydObV 9-2-12 2.0 7-111-11 14-6-13 2111 3-0-0 7-2-0 a 1 5-4-1 sS13 sal 3•ta3 3-311 -a 4-a-2 4-0-2 7-10-12 3.0.0 1-3.1 Scale = 1:90.8 A 4.00 12 6x8 U 2x4 II 5x14 = C D E B , Z Y x W 4x6 = 2x4 II 3x6 = 4x10 = 2x4 II Plate Offsets (X Y}- [B'0-0-100-0-01 IC'0-3-8 0-2-4) 6x6 = Edoel [0:0-1-12,0-2-0) fS:0-24,0-2-81. [V:04-12,0-2-01, IY:0-1-8,0-1-121 LOADING (psf) 3x4 I I CSI. s 2x4 II I J 4x4 Z 2x4 II 6x8 = H Plate Grip DOL 1.15 K 4x6 . F G AG Vert(LL) -0.16 L 6x6 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 M BC 0.49 Vert(TL) -0.58 U -V >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 S N kQQ D16 V u T Code IBC2012/TPI2007 R 4x10 = 2x4 II 6x8 = R O P LUMBER- 3x4 II 4x10 = 3x4 II 4x6 = Plate Offsets (X Y}- [B'0-0-100-0-01 IC'0-3-8 0-2-4) IG•0-2-12 0-3-01 [N:0-0-2 Edoel [0:0-1-12,0-2-0) fS:0-24,0-2-81. [V:04-12,0-2-01, IY:0-1-8,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.16 U >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.58 U -V >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.07 P n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 301 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins. BOT CHORD 2X4 OF No.18Btr G 'Except BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. J -R: 2x8 OF WEBS 1 Row at midpt E -Y • WEBS 2X4 OF Stud/Std G 'Except D -Y: 2X6 OF SS G REACTIONS. All bearings 0-7-8 except (jl=length) Y=0-5-8, P=0-5-8. (lb) - Max Horz 13=130(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) except 13=126(LC 23), N=300(LC 19), Y=-326(LC 8), P=-180(LC 4) Max Gray All reactions 250 Ib or less at joint(s) B, N except Y=2596(LC 1), P=2472(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-235/1842, C -D=-254/2448, O -E=-25412448, E -F=24451341, F -G=2445/341, G -H=-20721253, H -1= -2070/304,1 -J= -1072/179,)-K=-1030/168, K -M=-355/173, M -N=-183/1842 BOT CHORD B -Z=-1691/253, Y -Z=-16991250, X -Y=-671474, V -X=-67/474, U -V=-308/3148, T -U=-30513152, S -T= -6/1026,J -S=-274/52, P -Q=-1649/217, N -P=-1649/217 WEBS C -Y=-1175/141, D -Y=-365/107, E -Y=-3165/402, E -V=245/2159, F -V=-413/146, G -V=-766160, K -S=-821991, K-0=1045/124, M -Q=-178/2136, M -P=-2302/251, H -T=-307/118, G -T= -1433/194,1 -T= -214/1447,1-S=-357/82 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.OpsY BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint B, 300 Ib uplift at joint N. 326 Ib uplift at joint Y and 180 Ib uplift at joint P. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 Ib down and 22 Ib up at 26-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ,?,OFESS/pN ��� 1 EOpOs�F2c UJ C 75435 rn Of EXP. 03/31/2018 OF CAL1 - September 15,2016 ® WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM7473 rev. 10/03/2015 BEFORE USE. Design valid tar use only with mlekD connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Wore use. the building designer must verity the applicability of design porometers and properly incorporate this design into the overall i•� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collopse with possible personal injury and property damage. for general guidance regarding the r fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSI(IPII quality Criteria. DSB-89 and BCSI Building component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Atexandna. VA 22314. Suite 109 Citrus Heights. CA 95610 i . City Ply Webb, Paul . 848427347 ' 1 1 Job Reference optional) Job Truss Truss Type 1603-1047 B02 California SYSTEMS PLUS LUMBER GO, ANUEKSUN, GA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -G=-70, G -I=-70, 1-0=70, S -AA= -20, R -AD= -20 Concentrated,Loads (lb) Vert: AG= -69 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:10 2016 Page 2 ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-wiXE3mO91Omy2 Zy27zMvsvVPaWSUZWWCO?zcydObV n ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design vc id for use only with ImlekO connectors. This design Is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall ■.Y building design. Bracing indiccted is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always requced lar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems. see ANSIJPII quality Criteria, OS13-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Suite log Citrus Heights. CA 9561D Job Truss Truss Type Oty Ply Webb, Paul LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud 848427348 1603-1047 B03 California - 1 • 1 ' TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) -0.52 R -S >773 180 Job Reference o liana! SYS I EM5 FLUS LUMbtK UU, ANUCKJUty, UA . ^F, < - — . -w � � � — • -y, ID:Egtu_SOc_oyDbn?TmOuxYxyfL9w-N5GvSPnewLWcaCYIVIeCv7P3Wpx BxVfls7YW2ydObU -10-0 9-1-0 9- 1- 1 14-9-6 21-1-14 27.4-10 33-1-0 37-9.2 42-5-0 50-0-0 53-4-0 3-0-0 9-1-0 0- 0. 1 4-9-11 6.4-8 6-2-12 5-8-6 4-8.2 4-0-2 7-10-12 Scale = 1:94.8 4.00 59 r .7x8 \\. 6x8 = 3x4 II G H 4x6 — 3x4 11 4x6 2x4 II 4x10 = P O N 3x4 11 4x10 = 30 11 4x10 = 4x6 = nate ilo ... LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.14 R -S >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) -0.52 R -S >773 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.06 N n/a n/a BCDL 10.0 Code IBC2012fTP12007 Matrix -MSH Weight: 291 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2X4 DF No. I&BIT G *Except* BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. H -P: 2X6 DF SS G WEBS 1 Row at midpt E -U WEBS 2X4 DF Stud/Std G'Except* C -V: 2X6 DF SS G, C -U: 2X4 OF No.2 G REACTIONS. All bearings 0-7-8 except Qt=length) V=0-5-8, N=0-5-8. (lb) - Max Horz 13=130(LC 28) Max Uplift All uplift 100 Ib or less at joint(s) except B=138(LC 23), L=210(LC 19), V=-319(LC 4), N=-189(LC 4) Max Grav All reactions 250 lb or less atjoint(s) B, L except V=2473(LC 1), N=2398(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-22311749, C -D=-841/180, D -E=-841/180, E -F=-2811/377, F -G=-2956/430, G -H=-12601195, H-I=-1265/186,1-K=4991167,K-L=-171/1561 BOT CHORD B -V=-15761250, U -V=-1401/219, S -U=-293/2472, R -S=293/2472, Q -R=-4211242, N -0= -1384/205,L -N=-1384/205 WEBS C -V=-2283/400, C -U=-345/2552, D -U=-371/142, E -U=18011220, E -S=0/263, E -R=-52/388, F -R=-13521278, k0-0=0/333, 1-Q=96/1014, 1-0=-1067/134, K -O=-188/2060, K -N=-2230/259, G -R=-299/1998, G -Q=-410/123 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 Ib uplift at joint B, 210 Ib uplift at joint L, 319 Ib uplift at joint V and 189 Ib uplift at joint N. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 Ib down and 30 Ib up at 28-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 OQ?,pF ESS/ONS A9 TEOpOs�F2 � C Q' t� LU w C 75435 c M EXP. 03/31/2018 OF September 15,2016 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with ANlek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design poromelers and property incorporate this design into the overall ■•Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ire k' n always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and brocing of trusses and truss systems. see ANSIM11 GuoBly Crttedo, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Webb, Paul R49427348 1603-1047 B03 - California 1 1 ' Job Reference o dorsal r SYSTEMS PLUS LUMBER CO, ANDERSON, CA s 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:112016 Page 2 ID:Eqtu_SOc_oyDbn?TmOuxYxyfL9w-N5GvSPnewLWcaCYIVIeCv7P3Wpx_BxV8s7YW 2ydObU LOAD CASE(S) Standard ' Uniform Loads (plf) Vert: A -C=-70, C -F=-70, F -G=-70, G -M=-70, O -W=-20, P -Z=-20 Concentrated Loads (Ib) Vert: AC= -72 y . ® WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED NtTEK REFERENCE PAGE UB -7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with M109 connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design po ornelers and property incorporate this design into the overall ■■�.�Y■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permonent brocing M ITek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, stmoge. delivery. erection and brocing of busses and truss systems. see ANSIMIl Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandra, VA 22314. _ Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type arty Ply Webb, Paul CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 848427349 1603-1047 B04 California 1 1 Lumber DOL 1.15 BC 0.38 Vert(TL) -0.41 T -U >979 180 BCLL 0.0 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANDERSON, GA a.u1u s Apr zu [Uta Mr i en ,nuusres, Inc. i nu oep w uy.aa. , a cu , o raye r ID:Eglu SOc_oyDbn?TmOuxYxylL9wJUNgt5ouSynKpWi8dAgg YURrce_frkyCAcfaxydQbS s tt-tt-tt 3.011 5114 9.212 11-2-0 1 23 -1 -td + zs-0-10 33-111 37-9-z } d2-5-0 so -4-0 F s3-0-0� 3-0-0 SO4 4.2-8 1-11-0 4.9-11 648 6-2-12 3-&6 48.2 48-2 7-10-12 3-0-0 0.9-11 Scale = 1:94.8 4.00 12 6x6 = 6x8 = 3x4 II 2x4 II 4x8 = 5x6 = AG I J 4x5 = 20 II 4x5 = 3x6 = 400 = 2x4 II 6x8 = R Q P 6x6. = 3x4 11 5x10 = 3x4 11 4x6 = Plate Offsets KY)— [B•0-0-6 Edael [E:044,0-141, [1-1:0-2-8 ,04-01, (N:0-0-14 Edgel [S:0-34.0-2-121, [V:04-120-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.11 T -U >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.38 Vert(TL) -0.41 T -U >979 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.06 P n/a n/a O BCDL 10.0 Code IBC20121TP12007 Matrix -MSH J LP y Weight: 308 lb FT = 20% LUMBER- BRACING - o C 75435 n rn TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD 2X4 DF No. I&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. J -R: 2X6 OF SS G WEBS 1 Row at midpl G -V WEBS 2X4 DF Stud/Std G 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 Ib down and 55 Ib up at REACTIONS. All bearings 0-7-8 except Qt=length) Y=0-5-8, P=0-5-8. 30-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. (lb) - Max Horz 9=130(LC 28) LOAD CASE(S) Standard Max Uplift All uplift 100 Ib or less atjoint(s) except B=139(1_C 23), N=209(LC 24), Y=-336(LC 8), P=-185(LC 4) Max Grav All reactions 250 Ib or less at joint(s) B except N=310(LC 20), Y=2486(LC 1), P=2241(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-156/1044, C -D=-181/1603, D -E=-21/573, E -F=-1246/248, F -G=-1246/248, G -H=-2294/347, H-1=-24221385, 14=14201237, J -K=-1411/221, K -M=-700/176, M -N=-138/1198 BOT CHORD B -Z=-936/170, Y -Z=936/170, X -Y=-1476/227, V -X=499/120, U -V=-259/2294, T -U=-259/2294, S -T=-69/1362, P -Q=-1043/175, N -P=-1043/175 WEBS C Y=-587196, D -Y=-2168/325, D -X=-210/1769, E -X=-1463/232, E -V=-284/2098, F -V=439/157, G -V=1207/152, G -U=0/261, H -T=-1104/252, Q -S=01471, K -S=-991940, K -Q=-10181141, M-0=-186/1888, M -P=-20771256, I -T=249/1504, I -S=-302/80 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for 10.0 bottom live load nonconcurrent any other live loads. 91?,(DFESS/�N O I E 06o F a psf chord with O 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. J LP y 6) A plate rating reduction of 20% has been applied for the green lumber members. o C 75435 n rn 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint B. 209 Ib uplift at LU W C M joint N, 336 Ib uplift at joint Y and 185 Ib uplift at joint P. EXP. 033112018 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 Ib down and 55 Ib up at * 30-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard TF OF CALF 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 September 15,2016 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M&7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek9 connectors. This deign is based only upon parameters shown, and is for an individual building component, not a buss system. Before use. the building designer must verily, the applicability of design parameters and property incorporate this design into the overall ■.Y building design. Bracing indicated is to prevent buckring of individual tons web and/or chord members only. Additional temporary and permanent bracing WOW k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSI[fPll Quality Criteria, D$11-89 and SCSI Building Component 7777 Greenback Lane Satety IMorma1lon available from Truss Plate Institute, 218 N. Lee Street, Suile 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 (optional) Job e Qty Ply Webb, Paul FCruss 848427349 1603-1047 �Truss B04 } 1 1 JobReference SYSTEMS PLUS LUMBER CO, , ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:13 2016 Page 2 ID:Eglu S0c_oyDbn?TmOuxYxyfL9wJUNgt5ouSynKpWi8dAgg_YURrce_frkyCAcfaxydQbS LOAD CASE(S) Standard ` Uniform Loads (plf) Vert: A -E=-70, E -H=-70, H -I=-70, 1-0=70, S -AA= -20; R -AD= -20 Concentrated Loads (lb) Vert: AG= -65 J ♦ r Job e Qty Ply Webb, Paul FCruss 848427349 1603-1047 �Truss B04 1 1 JobReference ® WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE M11.7s73 rev. 10/01/1015 BEFORE USE. r Design valid for use only with Milek® connectors. This deign is based only upon parameters shown, and is for an individual building component, not -� a truss system. Before use. the budding designer must verily the applicability of design parameters and properly incorporate this design into the overall ■■fie buildingdesign. Brocing indica-ed is to prevent buckling of individual tens web and/or chord members only. Additional lemporaryand permanent brocing M iTek u always required for slobdity, and to prevent collopse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brocing of trusses and truss systems. see ANSI(TPII Quality Criteria, DSS -89 and BCSI Building Component 7777 Greenback Lane Safety Infoanation ava9oble from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite tog Citrus Heights, CA 95610 Job Truss Truss Type Oty BOT CHORD Webb, Paul J -R: 2X6 OF SS G WEBS SO -4 a-26 3114 �Ply� 848427350 1603-1047 B05 I California 1 1 066 Job Reference (optional) SYS I EM5 I'LU5 LUMtltK cU, ANUtKSUN, GA o.utu s Apr zv zu so mi i eK mvusmes, mc. i nu aep w uroa: w cv ro rays r ID:Eglu_SOc_oyDbn?TmOuxYxylL9w-ngx24RpWDGvBRgHKBuCvXl1 c60_VOJ36RgMC6NydQbR J -0-O 5-0-0 9-2-12 13.2-0 13.1 11 1&96 28-1-14 31-4-10 11-0 37-9-2 42.5-0 50-0-0 53-0-0 3-0-0 5-0.4 4-2-8 3.11-0 49- 1 4-9-11 64-8 6.2-12 1-66 4�-2 4-8-2 7.10.12 3-0-0 4.00 12 6x8 = 6x6 = 2x4 II 4x8 = 5x6 = 3x4 II Scale = 1:94.8 4x5 — 2x4 II 4x6 = 4x8 = 3x6 = 4x12 2x4 II 5x8 = R O P 3x4 II 4x12 = 3x4 II 45 = LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 331.0 J -R: 2X6 OF SS G WEBS SO -4 a-26 3114 576 6-4-8 62.12 -7-t4 a3-2 a8.2 7-10-12 066 Plate Offsets (X Y)- (B:0-0-14 Edae1 IE:0-4-0 0-1-81 (H:0-2-8 04-01 (N:0-0-2,Edge1 (S:0-2-0,0-3-01 (X:0-3-8,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.08 U >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.32 T -U >999 180 BCLL 0.0 Rep Stress Incr YES WB - 0.86 Horz(TL) 0.06 P n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 316 lb FT = 20% LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X4 OF No.1&Btr G *Except* J -R: 2X6 OF SS G WEBS 2X4 OF Stud/Std G 'Except' D -Y: 2X6 OF SS G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-7-8 except Qt=length) Y=0-5-8, P=0-5-8. (lb) - Max Horz B=130(LC 9) Max Uplift All uplift 100 lb or less aljoint(s) except B=142(1_C 4), N=-198(LC 5), Y=-311(LC 8), P=-157(LC 4) Max Grav All reactions 250 Ib or less at joint(s) B except N=387(LC 20), Y=2350(LC 1), P=2104(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-108/751, C -D=-132/1286, D -E=-400/129, E -F=-1581/297, F -G=-1581/297, G-H=-1845/274tH-I=-1916/296,I-J=-15171240,J-K=-1516/225,K-M=-855/165, M -N=-95/901 BOT CHORD B -Z=-661/125, Y -Z=-661/125, X -Y=-11721176, V -X=-9/378, U -V=-211/2164, T -U=-211/2164, S -T=-69/1463, P -Q=-763/132, N -P=-763/132 WEBS C -Y=-554/90, D -Y=-2044/322, D -X=-216/1941, E -X=-1136/194, E -V=-196/1536, F -V=-033/155, G -V=-705!72, G -U=0/263, G -T= -475/108,H -T=-789/180, Q -S=-7/597, K -S=-84/876, K -Q=-969/131, M -Q=-154/1736, M -P= -1944/229,1-T=-176/1168, I -S=-289/45 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 Ib uplift at joint B, 198 Ib uplift at joint N, 311 Ib uplift at joint Y and 157 Ib uplift at joint P. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QFtOFESSION ��`���� 1 E Op0sP F1, U.1 C 75435 c Of M *� EXP. 03/31/2018 / OF C At- September L September 15,2016 ® WARNING - Ven1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M111-7473 rev. 10/03,7015 BEFORE USE. Design valid for use only with MrTek® connectors. This design is based only upon parameters shown, and is loran individual building component, not a truss system. Before use. the building designer must verity the applicab3ly of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems- see ANSI/TPII Quality Criteria. OSB -87 and BCSI Building Component 7777 Greenback Lane Safety IntormaHon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexondrio, VA 22314. Suite tog Citrus Heights, CA 9561D H Job TrussTruss Type Qty Ply Webb, Paul • Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 S -T >999 240 R48427351 1603-104T B06 California 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.07 P n/a n/a Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANDERSON, GA a.uiu s Apr to ZUI0 Mr t etc mousmes, Inc. i nu oep to un.aa. i a cu io rage i ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-FsVQing8_a122psXkbj83zZo8QIJ7mWFgU5mfgydQbQ 9-2-12 152-0 15111120-6.15 26-9.1 1 31-0-5 3 37-7-5 42-5-0 50-0-0 53-0-0 3-0-0 5-0-4 4-2-8 St t-0 0- 1 4-7-4 6-2-2 4-7-0 0- - 5 57-1 4-9-15 7-10-12 3-0-0 ' • Scale: 1/8-=1' 4.00 12 6x8 = 2.4 II 4x4 = 5x6 % d 6x8 = 3x4 II J eve a 4x5 = 20 II 3x6 = 3x6 = 4x10 = 3x5 = R Q P + 3x4 II 4x12 = 3x4 II ' 4x8 = � r. 4x5 = s LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 S -T >999 240 MT20, 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.31 S -T >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.07 P n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH Weight: 305 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. J -R: 2X4 DF Stud/Std G WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 0-7-8 except Qt=length) X=0-5-8, P=0-5-8. (lb) - Max Horz B=137(LC 9) Max Uplift All uplift 100 Ib or less at joints) except B=162(LC 4), N=-169(LC 5), X=-274(LC 4), P=-269(LC 5) Max Grav All reactions 250 Ib or less at joint(s) except B=403(LC 19), N=336(LC 20), X=2165(LC 1), P=2075(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-53/404, C -E=-51/787, E -F=1104/252, F -G=-1801/380, G -H=-1801/380, H -1= -2077/424,1 -J= -1693/373,J -K=-1701/344, K -M=-1032/253, M -N=-52/729 BOT CHORD B -Y=-3581142, X -Y=-3581142, W -X=-689/152, U -W=-65/1017, T -U=-164/2059, S -T=-8511607, P-0=600/129, N -P=-600/129 WEBS C X=-069/70, E -X=-18611318, E -W=-190/1910, F -W=-796/161, F -U=-168/1110, G -U=4341153, H -U=351/44, H -T= -395/171,1-T=-117!737, Q -S= -34/895,K -S=-61/892, K -Q=-1017/163, M -O=-205/1729, M -P=-1916/343 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 Ib uplift at joint B_1 69 Ib uplift at joint N, 274 Ib uplift at joint X and 269 Ib uplift at joint P. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q'pF ESS/ON 1E0p0LP s�F2 LU LU C 75435 EXP. 03/3112018 i* OF CA0F September 15,2016 ® WARNING -Verify design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hf&7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with Mlek®conrsectors. This design is based only upon parameters shown, and is for on individual budding component, not - a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall ■■■��•YYY building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe kr is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage. delivery, erection and bracing of busses and truss systems, see ANSI(TN1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type City Ply Webb, Paul . TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 U -W >999 240 848427352 1603-104T B07 California 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.07 O n/a n/a Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:16 2016 Page 1 I D: Eglu_SOc_oyDbn7TmOuxYxylL9w-j33oV7mlt9vgzRjIIENcA6zyqfFsEDPv8rJBGydObP 3-0-0 5-0-4 9-2-12 17-2-0 17-1111 2}8.0 29-4-5 3 2 33-0.8 37-8-14 42-5-0 5D-0-0 53-0-0 }0-0 5-0-4 4-2A 7-11-0 0- -1 5-8-5 0- 12-148 4$-6 4-8.6 7-1412 Scale: 1/8-=1' 4.00 12 4x8 % 6x8 = 2x4 II 6x8 = 4x5 = 2x4 II 4x6 = 3x6 = 4x8 = 3x5 = r v 4x8 = 3x4 II 4x12 = 30 II 4x5 = _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Odefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 U -W >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.26 S -T >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.07 O n/a n/a BCDL 10.0 Code IBC2012f rPI2007 Matrix -MSH Weight: 311 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-0: 2X6 OF SS G WEBS 2X4 OF Stud/Std G 'Except' D -W: 2X6 OF SS G REACTIONS. All bearings 0-7-8 except (jt=length) W=0-5-8, 0=0-5-8. (lb) - Max Horz B=143(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) except B=173(LC 4), M=171(LC 5), W=-253(LC 4), 0=-263(LC 5) Max Grav All reactions 250 Ib or less at joint(s) except B=489(LC 19), M=351(LC 20), W=2056(LC 1), 0=2084(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=-101484, D -F=-1479/280, F -G=-1879/385, G -H=-18791385, H -I=-1828/365, 1-K=-1812/350, K -L=-1053/252, L -M=-36/694 BOT CHORD U -W=-389/113, T -U=-84/1335, S -T=-76/1735, R -S=-98/1724, O -P=-567/121, M -O=-567/121 WEBS C -W=-370/52, D -W=-1764/324, D -U=151/1844, F -U=-543/147, F -T=-129/795, G -T=-502/179, H -T=-79/325, P -R=-46/810, K -R=-571969, K -P=-1052/163, L -P=197/1727, L -O=-19261337 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = t O.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 Ib uplift at joint B, 171 Ib uplift at joint M. 253 Ib uplift at joint W and 263 Ib uplift at joint O. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pF E SS/pN -R 1EOpps�F� LU w C 75435 c rn EXP. 03/31/2018 'Nvi i ��P OF C A\ -\F September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI}7473 rer, 10/0312015 BEFORE USE. R Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for on individual building component. not e a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web ondlor chord members only. Additional temporaryand permanent bracing M ITe k' is olwoys required for stability and to prevent conopse with possible personal injury and property damage. For general guidance regarding the labricolion. storage. delivery, erection and bracing of trusses and truss systems, see ANS1/tPf1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Solely Intormaflon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type City Ply Webb, Paul PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 848427353 1603-1047 B08 California 1 1 BC 0.30 Vert(TL) -0.22 S -T >999 , 180 WEBS C -Y=-506/85, D -Y=-1841/279, D -X=-168/1780, F -X=-913/158, F -V=-391684, G -V=-353/86, BCLL 0.0 Rep Stress Incr Job Reference (optional) SYSTEMS PWS LUMBEK GU, ANUtKSUN, GA a.0 ru s Apr [u Zu ro mr ren rnuusmus, m, r nu aep ra - . rayo r ID:EgIu SOc_oyDbn?TmOuxYxyfL9w-gRI3ZwosIHVPdvHb5QjGrhbBJYdMRK89hMSKQF8ydQbN -3-0-0 5-0-0 9-2-12 13.10.11 19-2-0 / 1111 23-&0 27-0-5 2 2 1. 37-8-14 42.5-0 50•d-0 53-0-0 3-0.04-2A 4 -1 -IS 53-5 0- 1 3-8-5 3-8-5 0. 1 4-10-8 4bb 4-8-6 7-10-12 3-0.0 Scale: 1/8-=1' 4.00 12 6x8 = 20 11 6x8 = —A 2x4 II 4x6 = 3x6 3x5 = 3x8 = 3x5 = R O P 4x5 = 4x8 = 3x4 II 4x12 = 3x4 II 4x5 = ' I9 o LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.05 T >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.22 S -T >999 , 180 WEBS C -Y=-506/85, D -Y=-1841/279, D -X=-168/1780, F -X=-913/158, F -V=-391684, G -V=-353/86, BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.07 P n/a n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate Weight: 321 Ib FT = 20% LUMBER- Q?,CF q� E ,D <` 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BRACING - 5) ' This truss has been designed for, a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide TOP CHORD 2X6 DF SS G BCDL = IO.Opsf. t (D 0 m TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.I &Btr G 'Except' � W C rn 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ib uplift at joint B, 176 Ib uplift at BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. J -R: 2X4 DF Stud/Std G WEBS 2X4 OF Stud/Std G 'Except' D -Y: 2X6 DF SS G REACTIONS. All bearings 0-7-8 except (jt=length) Y=0-5-8, P=0-5-8. (lb) - Max Horz B=153(LC 9) Max Uplift All uplift 100 Ib or less at joinl(s) except 131=167(1_C 4), N=-176(LC 5), Y=-251(LC 4), P=-249(LC 5) Max Grav All reactions 250 Ib or less al joints) except B=438(LC 19), N=377(LC 20), Y=2141(LC 1), P=2041(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-37/289, C -D=-41/739, D -F=918/216, F -G=-1434/286, G -H=-1607/339, H -1= -1607/339,1 -J= -1749/342,J -L=-1839/344, L -M=-1066/249, M -N=-19/633 BOT CHORD B -Z=-251/120, Y -Z=-251/120, X -Y=-650/130, V -X=-49/818, U -V=-01/1333, T -U=-45/1620, S -T=-92/1734, P -Q=-509/107, N -P=-509/107 WEBS C -Y=-506/85, D -Y=-1841/279, D -X=-168/1780, F -X=-913/158, F -V=-391684, G -V=-353/86, G -U=-92/556, H -U=316/114, Q -S=-39/923, L -S=-56/990, L -Q=-1043/152, M-0=178/1672, M -P=-1885/323 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate ESS/ON grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. Q?,CF q� E ,D <` 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O1 O 2 5) ' This truss has been designed for, a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide J fl 2 BCDL = IO.Opsf. t (D 0 m will fit between the bottom chord and any other members, with o C 75435 6) A plate rating reduction of 20% has been applied for the green lumber members. � W C rn 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ib uplift at joint B, 176 Ib uplift at EXP. 03131!2018 joint N, 251 Ib uplift at joint Y and 249 Ib uplift at joint P. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co N OF CAUF September 15,2016 ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERENCE PAGE Af&7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with milek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual inns web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stobility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria. DSB-89 and IICSI Building Component 7777 Greenback Lane Safety Irslormallon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Chris He' fits CA 95610 Job Truss Truss Type Oty 62-12 Webb, Paul MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate Plate Offsets (X Y).- [B:0-1-10,Edgel, [G:0-4-0 0-1-81, [0:0-4-12,0-3-01, [Q:0-4-12,0-2-81 grip DOL=1.33 [ly� 848427354 1603-1047 B09 Hip 1 1 TC 0.29 Vert(LL) -0.12 N-0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:35:19 2016 Page 1 ID:Eglu_SOc oyDbn?TmOuxYxyfL9w-Bdlx78ff2oXUXRAlzRn4EpkTZlgn3gXrb63zobydObM •3-0-0 sol 9-2-12 15.4.6 2610-0 2 2s1ao 35 -4 -to as-11� 5.04-0 3.0.0 5-64 4-2-8 61-t0 5510 4-4-0 9-610 9.6-10 54-12 Scale = 1:98.1 4.00 12 6x8 = 6x8 2x4 II 4x6 = 3x6 = 3x5 = t' - V N 4x5 = 3x5 = 3x5 II 5x10 = 2x4 II 4x5 = 266-0 5-04 4.2-8 61-10 5.5-10 060 4.6.8 64-12 61610 9.6-10 5• 12 1) Unbalanced roof live loads have been considered for this design. 62-12 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate Plate Offsets (X Y).- [B:0-1-10,Edgel, [G:0-4-0 0-1-81, [0:0-4-12,0-3-01, [Q:0-4-12,0-2-81 grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.12 N-0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.42 Vert(TL) -0.37 N-0 >590 180 21-5.14, 87 Ib down and 24 Ib up at 22-0-12, 22 Ib down and 24 Ib up at 23-5-15, and 63 Ib down and 30 Ib up at 24-0-12, and 141 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 L n/a n/a OF C Aii­1F BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH Weight: 318 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.18Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: H -P: 2X6 DF SS G 6-0-0 oc bracing: S -U. WEBS 2X4 DF Stud/Std G 'Except' WEBS 1 Row at midpt I -Q, G -Q D -U: 2X6.DF SS G REACTIONS. All bearings 0-5-8 except (jt=length) B=0-7-8, L=0-7-8. (lb) - Max Horz 13=164(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) except 13=180(1_C 23), U=228(LC 8), 0=-326(LC 5), N=-147(LC 28), L=182(1_C 24) Max Grav All reactions 250 Ib or less at joints) except 8=551(LC 19), U=1295(LC 19), Q=2303(LC 1), N=927(LC 20), L=426(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2511133, C -D=-34/358, D -F=-570/185, F -G=-042/213, H-1=0/614, I -K=-607/215, G -H=0/506 BOT CHORD R -S=-74/474, Q -R=-107/388, H -Q=-820/172 WEBS C -U=-047183, D -U=-1002/263, D -S=-126/779, O -Q=-60/426, I -Q=-1044/234, 1-0=0/295, K -O=-531441, K -N=-768/250, G -R=-62/367, G -Q=-1134/243 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf-, h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for 10.0 bottom live load nonconcurrent with any other live loads. �OP�pFESSIoAl T EOID a psf chord O !1 F2 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide U C will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Q 6) A plate rating reduction of 20% has been applied for the green lumber members. (D C 75435 n m 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift at joint B, 228 Ib uplift at UJ W C M joint U, 326 Ib uplift at joint Q, 147 Ib uplift at joint N and 182 Ib uplift at joint L. EXP. 03/31/2018 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 354 Ib down and 268 lb up at * 21-5.14, 87 Ib down and 24 Ib up at 22-0-12, 22 Ib down and 24 Ib up at 23-5-15, and 63 Ib down and 30 Ib up at 24-0-12, and 141 Ib down and 91 Ib up at 25-9-12 on lop chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. j OF C Aii­1F LOAD CASE(S) Standard September 15,2016 ® WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED NrTEK REFERENCE PAGE MII.7473 rel. 18/031015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parometers shown, and is for an individual building component, not a truss system. Before use. the budding designer must verify the applicability of design parometers and property incorperate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k u always required for stability and to prevent collapse with possible le personal injury aproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/IPII quality Criteria, 038-89 and BCSI Building Component 7777 Greenback Lane SafetyIrdormalion available hom Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite tog Citrus Heights. CA 95610 Job Truss Truss Type Oty Webb, Paul • [ly� 848427354 1603-104T B09 Hip 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANDERSON, GA LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -G=-70, H -M=-70, Q -W=-20, P -Z=-20, G -H=-70 Concentrated Loads (lb) . Vert: AE= -324 AH= -24 AI= -120 8.U1U 5 Apr ZU Z016 Mi l ek Indusines, Inc. Thu Sep lb U9:36:19 2018 nage Z ID: Eglu_SOc_oyDbn?TmOuxYxyfl-9w-8dix78tf2oXUXRA1zRn4 EpkTZ 1 gn3gXrb63zobydQbM 0 a f ®WARNING • VPsly tleslOn parametersI antl READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473rev. 10NY1015 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for on individual building component, not a truss system. Wore use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Brocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bocing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fobrication. storage, delivery. erection and bracing of trusses and truss systems. see ANSI(tPtl Quality Cdtedo, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Irtorma6on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 1 0 a f ®WARNING • VPsly tleslOn parametersI antl READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473rev. 10NY1015 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for on individual building component, not a truss system. Wore use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Brocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bocing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fobrication. storage, delivery. erection and bracing of trusses and truss systems. see ANSI(tPtl Quality Cdtedo, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Irtorma6on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory 0-2-12 Paul 1.8-0 Plate Offsets (X Y)— [B:0-1-14 Edgel 11:0-3-8,0-1-81, [M:0-2-2,Edoe1, rr:0-10-0 0-0-121 848427355 1603-104T B10 California 1 [lyIWebb. TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.08 P -R >999 240 MT20 220/195 Job Reference optional) SYSTEMS PLUS LUMI3EK GU, ANUEKSUN, GA a.utu s Apr 1u [uta m11 ex mousmes, mc. i nu aep 1a ua:Ja:c i cu its rage i ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-40shYquvZOnCmkJg5sgYJEpglrMiXZ?82PY4sTydObK 262-0 3-0-0 1 4-1°-6 4-0.4 Sb2 4-11-2 0. 1 6413 -2-1 8.8.5 - 8-0-15 5-0-12 3-0-0 0.10-12 ' Scale: 1l8'=1' 4.00 12 5x6 = 6x6 6x8 = 4x4 % 4x5 = 2x4 II 4x6 = Jxa 3x8 = S R P O 3x5 = 3x4 II 3x6 = 3x5 = 2x4 II _ 4x5 = 3x6 = 262-0 2660 4 e 410-0 44-a 1h2 4-11-2 610.8 6 - 8�5 815 5-4.12 0-2-12 1.8-0 Plate Offsets (X Y)— [B:0-1-14 Edgel 11:0-3-8,0-1-81, [M:0-2-2,Edoe1, rr:0-10-0 0-0-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.08 P -R >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.25 P -R >864 180' BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 O n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH 'Weight: 320 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. I&Btr G'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. H -S: 2X6 OF SS G WEBS 1 Row at midpt K -R WEBS 2X4 OF Stud/Std G'Except* D -X: 2X6 OF SS G REACTIONS. All bearings 0-5.8 except (jt=length) 6=0-7-8, M=0-7-8. (lb) - Max Harz B=157(LC 9) Max Uplift All uplift 100 Ib or less at joints) except B=179(LC 23), X=175(LC 8), T=-187(LC 5), 0=-160(LC 9), M=189(LC 5) Max Grav All reactions 250 Ib or less at joint(s) except B=558(LC 19), X=1275(LC 1), T=1749(LC 1), 0=1022(LC 20), M=463(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-278/119, C -D=36/332, D -F=-4921182, F -G=-479/201, G -H=411/202, K -L=-948/264 BOT CHORD U -W=-11/411, H -T=-935/173, P -R=-81/822 WEBS D -X=-982/199, G -U=-256/55, H -U=-301632, R -T=0/313, 1-T=-675/120, 1-R=-93/457, K -R=$36/187, L -P=-111!776, L -O=-887/243, C -X=473184, F -W=-327/90, D -W=70/761 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 Ib uplift at joint B, 175 Ib uplift at joint X, 187 Ib uplift at joint T, 160 Ib uplift at joint O and 189 Ib uplift at joint M. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 Ib down and 126 lb up at 27-4-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Q?,OF ESS/ON ��`���� IE0,00ZP ti UJ UJ C 75435 c m of M *� EXP. 03/31/2018 /* OF CAl September 15,2016 ® WARNING - Vedy design Parameters and READWOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-74 73 rev. 101031015 BEFORE USE. Design valid for use only with Mrlek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design pwomelers and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lemporary and permanent bracing M iTe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII QuaBly Criteria. DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Intormaeon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite log Citrus H.Irlhts. CA 95610 Job Truss Truss Type Oty Webb, Paul [ly� 848427355 1603-1047 B10 California 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER GO,, ANUERSON, GA 3.ulu s Apr ZU Zus3 NII I eK Inaustnes, Inc. I nu aep la ua:a3:n Zulu rage Z ID:Eglu_SOc_oyDbn?TmOuxYxyfLgw-0OshYquvZOnCmkJg5sgYJEpglrMiXZ?82PY4sTydObK LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -G=-70, G-1=-70, I -N=-70, T -Z=20, S -AC= -20 Concentrated Loads (lb) ' Vert: AF= -106 c ® WARNING - Verify design parameter: and READ NOTES ON THIS AND INCLUDED MlrEK REFERENCE PAGE MX7473 ren. 10/03/2015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon porometers shown, and is for an Individual building component, not o truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i•�` , building design. Bracing indicated is to prevent buckring of individual truss web and/or chord members only. Additional temporary and permanent bracing A'Te i. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MY� 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIfFPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information ovollable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Mexandrio, VA 22314. Suite 109 Citrus Heirfht, CA 95610 Job Truss Truss Type Ory Ply Webb, Paul TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. G -R: 2X6 DF SS G WEBS 1 Row at midpt J-0 848427356 1603-104T 871 California 1 1 Max Uplift All uplift 100 Ib or less at joint(s) except B=180(1_C 23), V=159(LC 27), 5=-195(LC 5), N=-145(LC 9), L=190(1_C 5) Max Grav All reactions 250 Ib or less at joints) except B=582(LC 19), V=1203(LC 1), S=1724(LC 1), N=979(LC Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:35:22 2016 Page 1 I D: Eglu_SOc_oyD bn?T mOuxYxyf L gw-YCQ3mAvXKjv3OuutfZLn sRM_q F h XGOfH Hal dOwydO bJ 30-0 5-04 9-2-12 17-2-0 17-11 ll 26+0-8 2934 3 2 31-10-5 44-tld 504-0 53.4-0 3-0-0 50 4 4-2-0 7-114 0- -t 8-0-13 3.2.12 0. 4 27-0-15 54-12 3-0-0 ` Scale: 118-=1' 4.00 12 4x4 6x6 % 5x6 = 6x8 = 4x5 = 2x4 I 3x5 = 3x6 = H U U ry 3x8 = 3x4 II 3x8 = 3x6 = 3x5 = 2x4 It 4x5 = 2660 5-0-0 a2-8 7-11-4 610-8 0- 3-8-0 W. 7-0-1s 54-12 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012rrP12007 CSI. TC 0.29 BC 0.41 WB 0.50 Matrix -MSH DEFL. in (loc) I/defl Ud Vert(LL) -0.15 S -T >999 240 Vert(TL) -0.45 S -T >471 180 Horz(TL) 0.01 L n/a n/a PLATES GRIP MT20 220/195 Weight: 304 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. G -R: 2X6 DF SS G WEBS 1 Row at midpt J-0 WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 0-5-8 except (jt=length) B=0-7-8, L=0-7-8. (lb) - Max Hoa B=146(1_C 9) Max Uplift All uplift 100 Ib or less at joint(s) except B=180(1_C 23), V=159(LC 27), 5=-195(LC 5), N=-145(LC 9), L=190(1_C 5) Max Grav All reactions 250 Ib or less at joints) except B=582(LC 19), V=1203(LC 1), S=1724(LC 1), N=979(LC 20), L=466(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-321/107, D -F=-582/176, F -G=-472/185, H -J=-287/194, J -K=-882/238 BOT CHORD B -W=-20/268, V -W=-20/268, G -S=955/216, 0-0=-64/769 WEBS C -V=-376/48, D -V=-928/210, D -T=01604, F -T=-400/110, G -T=-101724, Q -S=0/274, H -S=-700199, H -Q=-47/415, J -Q=672/160, K -O=-100/756, K -N=-856/219 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fit between the bottom any other members, BCDL = I O.Opsf. OQ?,()FESS/�N q� I E ODo �2 will chord and with �� O 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by'others) of buss to bearing plate capable of withstanding 180 lb uplift atjoint B, 159 Ib uplift at o� joint V, 195 Ib uplift at joint S, 145 Ib uplift at joint N and 190 Ib uplift at joint L. C 75435 n m 8) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 Ib down and 35 Ib up at LU W C M 29-4-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. E 0331 X2018 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard V j\- �P 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo 1 Vert: A -F=-70, F -H=-70, H -M=-70, S -X=-20, R -AA= -20 September 15,2016 ® WARNING . Verify desJgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MVI -7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MlekO connectors, This design is based only upon porometers shown, and is for on Individual building component, not a truss system. Before use, the building designer must verify the applicability of design porometers and properly incorporate this design into the overall pal building design. Bracing indicated is to prevent buckling of individual tons web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricotion, storage, delivery, ereclion and bracing of trusses and truss systems. see ANSI(TPII Qualify Criteria, DSB-87 and SCSI Building Component 7777 Greenback Lane Safety Intormotlon ovoilable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Suite 109 Carus Hei his CA 95610 Job Truss Truss Type Oty Ply Webb, Paul • - BOT CHORD 2X4 DF No. I&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. H -T: 2X6 DF SS G - R48427357 1603-104T B12 California 1 1 (lb) - Max Horz 13=144(LC 9) ` Max Uplift All uplift 100 Ib or less at joints) except B=180(LC 4), Y=-191(LC 8), U=-161(LC 4), P=-157(LC 9), N=179(LC 5) Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, GA B.UIU 5 Apr ZU ZUlb MI I eK mausines, Inc. I nu Sep 1b UV:3b:23 ZUIb rage 1 ID:Eglu_SOc_oyDbn?TmOuxYxylLgw-OP_SzWwA51 lw02T3CHsOOtuBQe3F?TW OWjl BxMyc1Obl 3-0-0 s-0-0 s-2-12 152-0 1S 1 11 20.3-9 26.0.8 8-0-10 90.7-0 36-7-15 44.11-0 so4-0 10-0 5-0-4 4-2-0 511-0 0. 1' OJ -14 5.8-15 2-0-2 2-2-6 B. 8.3.5 54-12 4.00 12 6x8 = 4 2x4 x6 II 5x6 = 6x6 = 6x6 = J 20 11 Scale: 1/8-=1' 4x5 ` 20 II 4x6 = 3x6 = 4x8 = I b At AJ R u I, 3X4 I I - 3x6 = 4x8 = 2x4 II 4x5 = / 3x5 = 6x12 = 3x8 = 28-4-10 26-6-0 9-2-11 5-0-4 4-2.8 5114 51-9 5-&15 a - 6.15 8-3-5 5-4-12 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012lrP12007 CSI. TC 0.17 BC 0.32 WB 0.46 Matrix -MSH DEFL. in (loc) I/defl Ud Vert(LL) -0.08 Q -S >999 240 Vert(TL) -0.21 Q -S >999 180 Horz( L) 0.01 P n/a n/a PLATES GRIP MT20 220/195 Weight: 318 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. I&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. H -T: 2X6 DF SS G WEBS 2X4 OF Stud/Std G *Except* E -Y: 2X6 DF SS G REACTIONS. All bearings 0-5-8 except (jt=length) B=0-7-8, N=0-7-8. (lb) - Max Horz 13=144(LC 9) ` Max Uplift All uplift 100 Ib or less at joints) except B=180(LC 4), Y=-191(LC 8), U=-161(LC 4), P=-157(LC 9), N=179(LC 5) Max Grav All reactions 250 Ib or less at joint(s) except B=558(LC 19), Y=1283(LC 19), U=1628(LC 1), P=1029(LC 1), N=458(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-270/119, C -E=-23/307, E -F=-568/149, F -G=-507/171, G -H=-507/171, J -K=9021317, K -M=-912/220 BOT CHORD V -X=-22/490, H -U=-882/202, O -S=0/281 WEBS C -Y=436/72, E -Y=-998/225, E -X=-721765, G -V=409/150, H -V=-118/799, S -U=0/314, 1-U=-659/80, I -S=-23/553, J -S=-535145, J -Q=-1531753, K -Q=-546/235, M -Q=-807711, 1 M -P=-891/245 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. �O99,0FESS/04,9 � O I EO� 0 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide o `cl will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ( C 75435, m 6) A plate rating reduction of 20% has been applied for the green lumber members. U.1 W C M 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 Ib uplift at joint B, 191 Ib uplift at EXP. 0313112018 joint Y, 161 Ib uplift at joint U. 157 Ib uplift at joint P and 179 Ib uplift at joint N. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. \ TgTFOF CAli_\ � September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/L7473 ray. 10/03/2015 BEFORE USE. Design valid for use only with fA'Tek'6 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the bu0ding designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 A'Te I.' is always required lot stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 ll fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSIMI Quality Cd777 terlo, DSO -89 and BCSI Building Component 7Greenback Lane Safety Irdorma8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 IN Job Truss Truss Type Oty Webb, Paul LOADING (psf) SPACING- 2-0-0' - CSI. [ly� R48427358 1603-1047 B13 California 1 1 TC 0.17 Vert(LL) -0.04 O -Q >999 240 MT20 220/195 TCDL 15.0 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:25 2016 Page 1 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-zn6COCyQdeHdFMdSKhuUT4 X?SIBTJHjzl WH?EydObG 26.6.o }pd 5-0-4 4-2-6 It'll P 1 !M94 fi-&15 d•7.0 7-2.2 7.2.2 54-t2 9-0-0 0.1.6 Scale = 1:94.8 6.8 = it nn1-17 2X4 II 6x6 % 6x8 = 4x5 = 2x4 II 4x6 = 3x5 = 3x6 = 4x8 — R Q P D N 3x4 II 3x8 = 3x6 = 3x5 = 2X4 II 4x5 — 266-0 112:1 2 1a12 5-0-4 4-2-8 }114 8-1-9 6-6-15 D- - a-1.0 2 BS -6 7-2-2 54-12 Plate Offsets (X Y)— IB'0-1-10 Edge) IE'0-4-0 0-1-81 [L•0-1-14 Edgel [S:0-6-4,0-3-01 LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.04 O -Q >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.14 O -Q >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.01 L n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 304 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. r BOT CHORD 2X4 DF No. I&BIr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: G -R: 2X4 DF Stud/Std G 6-0-0 oc bracing: V-W,S-T,Q-R. WEBS 2X4 DF Stud/Std G 'Except' WEBS 1 Row at midpt 1-0 D -W: 2X6 DF SS G REACTIONS. All bearings 0-5-8 except (jt=length) B=0-7-8, L=0-7-8. (lb) - Max Horz B=144(LC 9) Max Uplift All uplift 100 Ib or less at joints) except B=175(1_C 4), W=-193(LC 8), N=-135(LC 9), L=-188(LC 5), S=175(LC 4) Max Grav All reactions 250 Ib or less at joints) except B=523(LC 19), W=1304(LC 19), N=993(LC 20), L=464(LC 20), S=1686(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C-0=43/415, D -E=-350/113, E -F=-551/158, F -G=-552/158, G -H=0/372, H -I=-341/175, I -K=890/215 BOT CHORD V -W=-338/83, T -V=-4/312, S -T=-259/137, G -S=-779/221, O -Q=-39!772 WEBS C -W=-502/84, D -W=-1027/200, 134=87/813, E -V=-406/121, E -T=-42/287, F -T=511/187, K -O= -78x752, K -N=-867/211, G -T=-137/927, H -Q=-37/420, 1-0=-622/157, Q -S=0/283, H -S=-940166 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20°x; has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 Ib uplift at joint B, 193 Ib uplift at joint W, 135 Ib uplift at joint N, 188 Ib uplift at joint L and 175 Ib uplift at joint S. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OF ESSI pN ZEOp A.ZOs�F2c LU LU C 75435 c m of X EXP. 03/31/2018 l OF CAUL September 15,2016 ® WARNING • VerHy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII -7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. this design is based only upon parameters shown, and is for an individual building component, not o truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, see ANSIMI Quality Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei CA 95610 Job Truss Truss Type Oty Ply Webb. Paul CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 848427359 1603-104T B14 California 1 1 TCDL 15.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.27 X -Y >999 180 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:26 2016 Page 1 ID:Egtu_SOc_oyDbn?TmOuxYxyfLgw-R_gabYy2OyPU1WCeuPPjOHW hks2KCmA1ChGrXhydObF 31-6-4 1'43-0-0 Sd-3 5513 0- 11 SS15 611 -7-14 4-3-8 6% -10-8 a-92 5-0.12 W 0-84 Scale = 1:98.1 6x6 ' 6x8 = 5x6 % 4x5 = 2.4 I I 3x5 = 3x6 = 20 II 5 K U P U N 4x12 3x5 11 4x8 = 3x5 = 3x6 = 3x5 2.4 II 4x5 — = 26-6-0 31-6-4 2634 30-10-0 563 SS13 6-110 611 -7-14 3-1.12 64-6 M.' 6-7-10 54-12 0-2-12 0_ - Plate Offsets (X Y) - ID•04-0 0-1-8[ [F:0-2-120-3-0) [1:0-4-0,0-1-81, [J:04-0,04-81, (L:0-1-14 Edge], [T:0-3-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.07 X -Y >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.27 X -Y >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.08 T n/a n/a BCDL 10.0 Code IBC2012frP12007 Matrix -MSH Weight: 311 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD • Structural wood sheathing directly applied or 54-2 oc purlins. BOT CHORD 2X4 DF No.18Blr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. G -S: 2X4 DF No.2 G WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 0-5-8. (lb) - Max Horz 8=135(LC 9) Max Uplift All uplift 100 Ib or less at joints) except B=292(LC 4), T=-237(LC 4), N=-148(LC 9), L=-192(LC 5) Max Grav All reactions 250 lb or less atjoint(s) except B=1345(LC 19), T=2207(LC 1), N=1012(LC 20), L=454(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2504/368, C -D=-2028/334, D -E=-1622/325, E -F=16221325, F -G=0/490, I -J=-438/238, J -K=-884/256 BOT CHORD B -Y=-344/2309, X -Y=-344/2309, V -X=-25711900, G -T=1194198, R -S=-370/78, O -R=01340, 0-0=-76n71 WEBS C -X=-424194, D -X=0/373, D -V=-325/37, E -V=-498/184, F -V=-242/1631, F -T=-1133/173, K -N=-892/220, 1-0=-2/405, G -R=81864, I -R=-684171, J-0=520/1130, K -O=-117/801 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 Ib uplift at joint B, 237 Ib uplift at joint T, 148 Ib uplift at joint N and 192 Ib uplift at joint L. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 Ib down and 10 Ib up at 30-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-70, D -F=-70, F -H=-70, I -M=70, T -Z=-20, S -AC= -20, H -I=-70 Q?,OFESS/p/V �'D -TE000s�F� LU w C 75435 c m EXP. 03/31/2018 SOF CAOF� September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI}7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with mlek® connectors. This design is based only upon parameters shown, and is la an individual building component, not a truss system. Before use. the building designer must verify the applicability of design poromelers and property incorporate this design into the overall �-�.YY■ building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For generot guidance regarding The fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Crfferin. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Infomsa8on ovolable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Mexondria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ply Webb, Paul 848427359 1603104T B74 California �Qty 1 1 • Job Reference (optional) SYSTEMS PLUS LUMBER CO. ANDERSON, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: AF= -25 ID:EgIu SOc_oyDbn?TmOuxYxyfL9w-R_gabYy2OyPU1WCeuPPjOHWhhs2KCmAtChGrXhydObF A.R.. - Verlry design Parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103/201 S BEFORE USE. - Design valid for use only with M''Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Wore use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSI(TPI1 Quality Cdtedo. DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 1 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Webb, Paul Plate Offsets (X Y) - 113:04-14.0-2-21, IC'0-3-12 0-1-8] IE:0-2-12 0-3-0] [H:04-0,0-1-81, IL:0-1-10 Edgel [V:0-2-8,0-341 3) Provide adequate drainage to prevent water ponding. 848427360 1603-1047 B15 California I 1 1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANUEKSUN, GA o.0 iu s hpr 4a cu ro mr i an uruumnea, ms.. oop oyo ID:Eglu SOc_oyObn?TmOuxYxyfL9w-NMnLOD IwZgC6pMO?gSB5ic?EfggggXAf?lyczydObD J -0-O 9-2-0 s- 1- 1 15-5-10 zz-4-10 z6-0.8 z8-4-0 32-10-0 3 38-1a10 44-11-0 10-0 9-z-0 a 1 ;5: 5-110 all-0 3.7-14 2-3-0 4-5-0 0-84 54 -6 6-0-10 5-412 3.0-0 . Scale: 118'=1' 1lR1TiIRN 3.4 II 6x12 6x8 = f .. 2x4 11 6x8 = 2.4 '11 S R AH O P O N 4x5 % 3x4 II 3x6 = 3x5 = 2x4 II 4x5 = 4x8 = 3x5 = 27.7-12 26.6.0 - — - 9-2-0 6110 ' a11-0 17.14 0-2'-Y2 0=84 4-" O -B -a 5-4-6 6-0-10 5-4-12 ' - a2-12 1-1-12 Plate Offsets (X Y) - 113:04-14.0-2-21, IC'0-3-12 0-1-8] IE:0-2-12 0-3-0] [H:04-0,0-1-81, IL:0-1-10 Edgel [V:0-2-8,0-341 3) Provide adequate drainage to prevent water ponding. ESSJ0N 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. for live load 20.Opsf the bottom in 3-6-0 tall by 1-0-0 wide Q?,OF �� q� T EO 0 5)' This truss has been designed a of on chord all areas where a rectangle LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.09 W -Z >999 240 MT20 2201195 TCDL 15.0 Lumber DOL 1.15 BC 0.68 Vert(TL) -0.37 W -Z >876 180 LOAD CASES) Standard BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.07 T n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 297 Ib FT = 20% . LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins. BOT CHORD 2X4 DF No. I&Blr G'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. F -S: 2X4 DF Stud/Std G WEBS 1 Row at midpt H -R WEBS 2X4 OF Stud/Std G REACTIONS- All bearings 0-5-8. (lb) - Max Horz B=124(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) except B=275(1 -C 4), N=-165(LC 9), T=-331(LC 4), L=-192(LC 24) Max Grav All reactions 250 Ib or less at joint(s) except B=1260(LC 19), N=998(LC 20), T=2457(LC 1), L=434(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2126/301, C -D=-1755/315, D -E=-17311306, E -F=119/1031, F -G=57/903, G -H=-88/604, H -I=-503/266, I -K=771/258 BOT CHORD B -W=-249/1949, V -W=-253/1941, F -T=-400/155, Q -R=54/423, O -Q=-95/665 WEBS C -W=0/317, D -V=485/179, E -V=247/1649, E -T=-1413/231, K -O=-1271759, K -N=-879/234, G -R=-125/1286, H -Q=-26/396,1-0=-352/156, R -T=-636/323, G -T=-1740/247, H -R=-1053/103 ` NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. ESSJ0N 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. for live load 20.Opsf the bottom in 3-6-0 tall by 1-0-0 wide Q?,OF �� q� T EO 0 5)' This truss has been designed a of on chord all areas where a rectangle (<` O O S� tiC will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �� PQM 6) A plate rating reduction of 20% has been applied for the green lumber members. `J J (P Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 Ib uplift at joint B, 165 Ib uplift at O C 75435 ) joint N, 331 Ib uplift at joint T and 192 Ib uplift at joint L. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 Ib down and 56 Ib up at EXP. 03J31 J2018 28-4-12, and 85 Ib down and 93 Ib up at 30-3-4, and 89 Ib down and 90 Ib up at 32-9-4 on top chord. The design/selection of such * connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASES) Standard TFOF CAU - 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 September 15,2016 ® WARNING - VWfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with mlek® connectors. This design is based only upon parameters shown, and is for on Individual building component, not o truss system. Before use. the budding designer must verity the applicability of design pmomelers and property incorporate this design into the overall ■•�■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent brocing M iTe k• is ahvays required lar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labricolion. storage, delivery. erection and bracing of trusses and truss systems. see ANSIM11 Quality Criteria. DSB-89 and BCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul 848427360 1603-1047 B15 California 1 1 ' Job Reference (optional) ' Job Trus Truss Type Oty [ly Webb, Paul SYSTEMS PLUS LUMBER CO. ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:28 2016 Page 2 I D: Eglu_SOc_oyDbn?TmOuxYxyfL9w-NM n LOD_IwZgC6p MO?qSB 5ic?EfggggXAf?WydObD LOAD CASE(S) Standard Uniform Loads (plf) r' Vert: A -C=-70, C -E=-70, E -G=-70, G -H=-70, H -M=-70, T -X=-20, S-AA=20 Concentrated Loads (lb) Vert: AE= -51 AF= -29 AG= -14 , ® WARNING - Ver17y deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AfX7473 rev. f0103r301S BEFORE USE. Design valid for use only with nniTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not o truss system. Before use. the t ilding designer must verily the applicability of design parameters and property incorporate this design into the overall ■ . building design. Bracing indicated is to prevent buckfing of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• n alwoys required for stability and to prevent collopse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and brocing of trusses and truss systems, see ANSI(tPll Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane SafetyInfwmation available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citms Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul 26-" 7-2-0 8310 a11-0 532 a7 808427361 1603-1047 B16 California 1 1 0-2.0 Plate Offsets (X Y)— [C:04-0,0-1-81 [F:0-2-8,0-2-31, [I:0-3-12 0-0-121, [Q:04-10,0-2-81. [T:0-2-8,0-2-0) Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:29 2016 Page 1 ID:Egtu_SOc_oyDbn?TmOuxYxyfL9w-rZLjEZ?whto3kzwDZXzOew8A335TP6AJuft1V8OydObC 300 7-2-0 0-9.1 Mr. 6-11-0 Ma -0 4$0 ITI2•t0A 5-0-a 5-112 2x4 I I 7x8 = 4x4 = 6x8 = Scale = 1:85.5 4x5 = ` 2x4 II 4x10 =3x6 = 2x4 II P O N M L 2x4 II 3x8 = 3x5 = 3x5 = 3x4 II 504 = NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ?,()FESS/ori 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �� O EO Q O q( will fit between the bottom chord and any other members. Q-4- 2 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 Ib uplift at joint B, 144 Ib uplift at ( O C7 54 35 n m joint L and 416 Ib uplift at joint Q. LU UU C Zml 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. * EXP. 03/3112018 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 Ib down and 57 Ib up at 26-4-12, 52 Ib down and 33 Ib up at 28-3-4, 85 Ib down and 93 Ib up at 30-3-0, and 91 Ib down and 99 Ib up at 32-3-4, and 89 Ib down and 90 Ib up at 34-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard TF�FCAk- September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MmEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design u based only upon parameters shown, and is for an individual building component, not EJ a truss system. Before use. the building designer must verity the applicability of design paromelers and property incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for slobility and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricotion. storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPII QuaSty Criteria. OSB -89 and SCSI Building Component 7777 Greenback Lane Safety I=ofion available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 2640 26-" 7-2-0 8310 a11-0 532 a7 4.8.0 2-1x8 n-0 5112 0012 0-2.0 Plate Offsets (X Y)— [C:04-0,0-1-81 [F:0-2-8,0-2-31, [I:0-3-12 0-0-121, [Q:04-10,0-2-81. [T:0-2-8,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.08 T -U >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.32 T -U >988 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.05 Q n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH Weight: 274 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.18Btr G except end verticals. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. G -P: 2X6 DF SS G WEBS 1 Row at midpt E -Q, H -Q REACTIONS. (Ib/size) B=1131/0-5-8, L=480/Mechanical, Q=2854/0-5-8 Max Horz B=89(LC 31) Max Uplift 8=261(1_C 23), L=144(LC 9), Q=416(LC 4) Max Grav B=1135(LC 19), L=644(LC 20), Q=2854(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1952/291, C -D=-1777/336, D -E=-1777/336, E -F=218/1822, F -G=210/1891, G -H=-202/1843, H -1= -294/593,1 -J= -508/267,J -K=-726/194, K -L=-595/171 BOT CHORD B -U=-265/1803, T -U=-270/1795, N -O=-227/445, M -N=1701640 WEBS C U=0/264, D -T=-4891182, E -T=289/1883, E -R=0/287, E -Q=-1793/281, J -N=-374/146, K -M=-165/640, I -N=-07/348, F-0=954/176, 1-1-0=415/755, 1-0=802/65, O -Q=457/361, H -Q=-1838/275 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ?,()FESS/ori 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �� O EO Q O q( will fit between the bottom chord and any other members. Q-4- 2 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 Ib uplift at joint B, 144 Ib uplift at ( O C7 54 35 n m joint L and 416 Ib uplift at joint Q. LU UU C Zml 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. * EXP. 03/3112018 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 Ib down and 57 Ib up at 26-4-12, 52 Ib down and 33 Ib up at 28-3-4, 85 Ib down and 93 Ib up at 30-3-0, and 91 Ib down and 99 Ib up at 32-3-4, and 89 Ib down and 90 Ib up at 34-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard TF�FCAk- September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MmEK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design u based only upon parameters shown, and is for an individual building component, not EJ a truss system. Before use. the building designer must verity the applicability of design paromelers and property incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for slobility and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricotion. storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPII QuaSty Criteria. OSB -89 and SCSI Building Component 7777 Greenback Lane Safety I=ofion available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul + r R48427361 1603-1047 B16 California 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:29 2016 Page 2 ID:EgIu SOc_oyDbn?TmOuxYxyfL9w-rZLjEZ?whto3kzwDZXzOew8A335TP6AJufUV80ydObC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -E=-70, E -F=-70, F-1=70, I -K=70, O -V=-20, L -P=-20 Concentrated Loads (lb) Vert: Z=-51 AA=51 AB= -62 AC=29 AD= -14 ® WARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component, not o truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall -•Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 OuaB1y Crltedo, DSB-B9 and BCSI Building Component 7777 Greenback Lane Safety Irrtorma8on ovoilable from truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log Citrus Hei hts CA 95610 1 r 1 + ® WARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component, not o truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall -•Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 OuaB1y Crltedo, DSB-B9 and BCSI Building Component 7777 Greenback Lane Safety Irrtorma8on ovoilable from truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log Citrus Hei hts CA 95610 Job Truss Truss TypeOty 52 ;-i t-6 a48 4-6-72 37-3 2n-15 -24 1-5-4 1.70.12 3472 x10.8 " 3-4-0 4-3-t2 { Ply Webb, Paul Plate Offsets (X Y)• IC'04-r_0-1-81 [F:0-5-8.0-3-01, IG'04-0 0-1-81 IK:0.4-0 0-1-81 IS:0-4-8 0-4-01 848427362 1603-104T 817 Calfomia Girder 1 2 TCLL 20.0 Rate Grip DOL 1.15 TC 0.26 Vert(LL) -0.08 W -X >999 240 MT20 220/195 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA a.uhu s Apr to zuho mi 7 ex muusmes, inc. i nu aep 7a uu;so.az cu io —ye i ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-F81rsb1p_oAebRfoE1W7GYmhIG8tcYlladj9lKydQb9 24-7-026.3.4 264-12 3-0-0 5.2.0 M11' 31-11 446 4-6-12 11-3 1 2-1-15 0111-4 1.54 1-10-12 3{+12 1 4-10-0 W 34-0 1 4-3-12 o-3-0 o-2-12 Scale = 1:85.5 �9 ;A OC 4.00 12 6x8 = 6x8 = 2x4 I I 5x6 = 6x8 = G H I AC en eF J AP er-_sc Au 4.4 4x5 = X AJ Y AK AL x AM AN W ALV 2.4 II . 4x8 = NAILED 2x4 I 4x6 = NAILED NAILED HUS26-2 NAILED NAILED U I 4x4 = 4x4 = R 2x4 II 6x12 = 0 P O N 4x8 = 4x4 = 4x4 = 3x4 II FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3071/165, C -D=-3977/509, D -E=-3977/509, E -F=592/120, F -G=-322/2175, 13-1=481/370, I -J=-45413570, J -K=-126/964, K -L=400/257, L -M=-507/173, M -N=472/162 BOT CHORD B -Y=-348/29'7, X -Y=-353/2905, W -X=-49113479, U -W=-491/3479, T -U=-91/688, S -T=-2088/340, J -Q=0/892, Q -R=353/53, P -Q=-238/347, O -P=-160/447 WEBS C -X=-18311159, D -X=-304/116, E -X=-11/541, E -W=-34/520, E -U=-3046/458, F -U=-80/1037, L -P=-292/127, M -O=-159/473, K -P=-22/334, G -T= -75/957,F -T= -2843/419,1-S=528/179, Q -S= -658/2'1,J -S=-2996/495, K -Q=-1087/104, G -S=2404/351 NOTES- (15) 1) 2 -ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected at follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Q?,pF ESS/O� Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Q 9 2) All loads are considered egcally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to �� O I E OQO l �2 ply connections have been provided to distribute only loads noted as (F) or (B),.unless otherwise indicated. 3) Unbalanced roof live loads K ave been considered for this design. 4) Wind: ASCE 7-10; Vult=l1C nph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cal. It; Exp C; enclosed; Q C 75435 nm MWFRS (envelope) gable end zone; cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate LU LU C rn grip DOL=1.33 * EXP. 03/31/2018 5) Provide adequate drainage ::o prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9 8) A plate rating reduction of 20% has been applied for the green lumber members. TF�F CAL�F� 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 Ib uplift at joint B, 147 Ib uplift at 4 r On -t a joint N and 623111 uplift at point S. ® WARNING • Verily design p—efers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for on individual building component. not o truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■•Y■■■ building design. Bracing indicted is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability odd to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSI(MI Quality Criteria- 0S6-89 and SCSI Building Component 7777Greenback Lane Safety Inlormalfon avoidable h.m Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 24-10-0 2640 52 ;-i t-6 a48 4-6-72 37-3 2n-15 -24 1-5-4 1.70.12 3472 x10.8 " 3-4-0 4-3-t2 { 0.2.12 Plate Offsets (X Y)• IC'04-r_0-1-81 [F:0-5-8.0-3-01, IG'04-0 0-1-81 IK:0.4-0 0-1-81 IS:0-4-8 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Rate Grip DOL 1.15 TC 0.26 Vert(LL) -0.08 W -X >999 240 MT20 220/195 TCDL 15.0 Umber DOL 1.15 BC 0.29 Vert(TL) -0.30 W -X >999 180 BCLL 0.0 hep Stress Incr NO WB 0.49 Horz(TL) 0.03 S n/a We BCDL 10.0 Gode IBC2012(TPI2007 Matrix -MSH Weight: 608 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 DF SS G except' except end verticals. J -Q: 2X4 DF Saud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 OF Stud/S:d G'Except* I -R: 2X6 OF SE G REACTIONS. (Ib/size) B=1480/0-5-8, N=303/Mechanical, S=3658/0-5-8 Max Horz B=1„ 3(LC 12) Max Uplift B=-?81(LC 4), N=-147(LC 9), S=-623(LC 4) Max Grav B=-481(LC 19), N=514(LC 27), S=3658(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3071/165, C -D=-3977/509, D -E=-3977/509, E -F=592/120, F -G=-322/2175, 13-1=481/370, I -J=-45413570, J -K=-126/964, K -L=400/257, L -M=-507/173, M -N=472/162 BOT CHORD B -Y=-348/29'7, X -Y=-353/2905, W -X=-49113479, U -W=-491/3479, T -U=-91/688, S -T=-2088/340, J -Q=0/892, Q -R=353/53, P -Q=-238/347, O -P=-160/447 WEBS C -X=-18311159, D -X=-304/116, E -X=-11/541, E -W=-34/520, E -U=-3046/458, F -U=-80/1037, L -P=-292/127, M -O=-159/473, K -P=-22/334, G -T= -75/957,F -T= -2843/419,1-S=528/179, Q -S= -658/2'1,J -S=-2996/495, K -Q=-1087/104, G -S=2404/351 NOTES- (15) 1) 2 -ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected at follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Q?,pF ESS/O� Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Q 9 2) All loads are considered egcally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to �� O I E OQO l �2 ply connections have been provided to distribute only loads noted as (F) or (B),.unless otherwise indicated. 3) Unbalanced roof live loads K ave been considered for this design. 4) Wind: ASCE 7-10; Vult=l1C nph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cal. It; Exp C; enclosed; Q C 75435 nm MWFRS (envelope) gable end zone; cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate LU LU C rn grip DOL=1.33 * EXP. 03/31/2018 5) Provide adequate drainage ::o prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9 8) A plate rating reduction of 20% has been applied for the green lumber members. TF�F CAL�F� 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 Ib uplift at joint B, 147 Ib uplift at 4 r On -t a joint N and 623111 uplift at point S. ® WARNING • Verily design p—efers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and is for on individual building component. not o truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■•Y■■■ building design. Bracing indicted is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability odd to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSI(MI Quality Criteria- 0S6-89 and SCSI Building Component 7777Greenback Lane Safety Inlormalfon avoidable h.m Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Type Py Webb, Paul �Oty 1248427362 1603-104T B17 JTruss California Girder 1 2 Job Reference (optional SYSTEMS PLUS LUMBER GO, ANDERSON, GA a-uiu s Apr to ZUID Mt i etc inausmes, Inc. i nu aep ra ue:aa.a4 cu ro rage c ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-F8lrsbtp oAebRfoEfW7GYmhIG8lcYlladi9lKydQb9 ' NOTES- (15) 11) Use USP HUS26-2 (With 16d nails into Girder 8 16d nails into Truss) or equivalent at 12-8-8 from the left end to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED' indicates 3-10d (0.148"x3") or 3-12d (0.148'x3.25") toe -nails- For more details refer to MiTek's ST -TOENAIL Detail. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 Ib down and 26 lb up at 24-7-9, 111 Ib down and 123 Ib up at 28-3-4, 83 Ib down and 90 Ib up at 30-3.4, 91 Ib down and 99 Ib up at 32-3-4, and 91 Ib down and 99 Ib up at 34-3-4, and 106 Ib down and 108 Ib up at 36-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1 ) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -C=-70, C -F=-70, F -G=-70, G -H=-70, G -AC= -30, K -AC= -70, K -M=-70, S -Z=-20, Q -R=-20, N -Q=-20 Concentrated Loads (lb) Vert: J=-62 AD= -103 AE=47 AF= -62 AG= -29 AH= -47 AI=-O(B) AJ=190(8) AK= -25(8) AL= -25(B) AM= -25(B) AN= -35(8) AO=507(8) a ®WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 fay. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for on individual building component, not o truss system. Before use. the building designer must verity the applicability of design porameters and properly incorporate this design into the overall i•Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Cdterlo, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. 'Suite 109 Citrus Heights, CA 95610 Job Truss Truss TypeWebb, Qy Ply Paul 848427363 1603.104T C01 California Girder 1 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANDERSON, GA 3.0-0 5-2-0 4.00 12 Q9-14 34-7 4-11- 4-11-4 500 2.4 II 3x8 = a.u1u s Apr zu zulb ml I eK mausmes, Inc. I nu aep 1a uv:Ja:aa culo rage I ,Oc_0yDbn?TmOuxYxyfL9w-gij Ud3hGI'YDSuONvo4gtBODTU6yptBCGbxpMtydOb6 24-1-14 27-6-5 2 33.6-0 366-0 4-11-4 3--7 0-9-1 5-2-0 340 Scale = 1:66.5 A 2X4 I I 1 4x6 — 4x6 — 5x6 4 (� N O AA Ab AL, AV At AP Al u HPI HI MJ Hn HL I`1 4x6 = 2x4 II 4x10 = NAILED' 20 II 6x8 = 4x8 = NAILED 2x4 II " 3x5 = NAILED 4x5 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4 9-0-2 143-6 19-2-10 24-1-14 _ _ _ _ _284-0 33-0 4-2-2 411- 4-11-4 4-114 4-2-2 Plate Offsets (X,Y}- [B:0-3-2,Edgel, [J:0-3-6,Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.24 N -P >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.96 N -P >421 180 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.12 J n/a n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD BOT CHORD 2X6 OF SS G BOT CHORD WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) B=2073/0-5-8, J=2073/0-5-8 Max Harz B=51 (LC 5) Max Uplift B=283(1_C 4), J=-140(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=4877/366, C -D=-7198/510, D -E=-7198/510, E -F=87381574, F -H=87381574, H-1=41581293, I -J=4430/302 BOT CHORD B -R=-320/4647, Q -R=-32514640, P -Q=-544/8728, N -P=544/8728, M -N=438/7147, L -M=438/7147, J -L=-232/4150 WEBS C -Q=-167/2743, D -Q=-325/119, E -Q=-1605/91, E -P=0/302, F -N=-341/126, H -N=-96/1686, H -M=01265, H -L=-3228/220, I -L-32/1312 PLATES GRIP MT20 2201195 Weight: 402 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131 "x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 Ib uplift at joint B and 140 Ib uplift at joint J. 10) "NAILED" indicates 3-10d (0.148'x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 Ib down and 89 Ib up at 6-0-0, and 104 Ib down and 80 Ib up at 27-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. o�OF ESS/ON iEOpOs�Fti LU w C 75435 c m af Z77 EXP. 03/31/2018 OF CAt-�F�• - September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. , Design valid for use only with Mllek& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design poromelers and properly incorporate this design into the overall building design. Brocing indicated is to prevent buckling of individual Inns web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIMI Qualify Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandra, VA 22314. Suite 109 Citrus Hei s CA 95610 Job Truss Truss Type Ply Webb, Paul 848427363 1603-104T C01 California Girder �Qty 1 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:35 2016 Page 2 ID:EgIu_SOc_oyD bn?TmOuxYxyf L9w-gij_Ud 3hGjY DS uONvo4gtBODTU 6ypt BCGbxpMyd Qb6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -I=-70, I -K=-70, S -V=20 Concentrated Loads (lb) Vert: P= -25(B) N= -25(B) Y=-14 2=-14 AA=-O(B) AB=190(B) AC= -25(B) AD= -25(8) AE= -25(B) AF= -26(8) AG= -25(B) AH= -25(B) AI= -26(B) AJ= -25(B) AK= -25(B) AL=25(B) AM= -190(B) AN= -0(B) T i t & WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI}7173 rev. 10/0317015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicably of design ponomelers and property incorporate this design into the overall ■`�•YY building design. B acing indicated is to prevent buckfing of individual truss web and/or chord members orgy. Additional lemporory and permanent bracing MiTek• is always required for stability and to prevent collopse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIMI1 Quality Criteria, DSB•89 and BCSI Building Component 7777 &eenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Suite 109 Citrus He CA 95610 Job Truss Truss Type Ory 20.0 Paul848427364 1.15 TCDL 15.0 Lumber DOL [ly1Webb, BCLL 1603-104T CO2 Cal fomia 1 Code IBC20121TP12007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:36 2016 Page 1 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-8vGMiy4 K 11 g342zZTVb3QOxNRuN7Y15LVFhNu6ydQb5 7 11- 1 13.3.10 20-21i 25 - 15 2 322 0 36-6-0 3-0-0 7-2-0ts 6-10-12 25 V-1 0-s-1 7 -z -o 7x8 % 4.00 12 2x4 II 4x8 = 5x6 Scale = 1:65.4 4x8 = 2x4 II 4x12 = 4x12 M18SHS = 2x4 II 3x6 = 48 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC20121TP12007 LUMBER - TOP CHORD 2X6 OF SS G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) B=1722/0-5-8, G=1722/0-5-8 Max Harz B=59(1_C 24) Max Uplift 13=338(1_C 4), G=-219(LC 5) CSI. DEFL. in (loc) Weft Ud PLATES GRIP TC 0.28 Vert(LL) -0.31 J -L >999 240 MT20 220/195 BC 0.78 Vert(TL) -1.15 J -L >349 180 M18SHS 220/195 WB 0.76 Horz(TL) 0.26 G n/a n/a Matrix -MSH Weight: 173 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. WEBS 1 Row at midpt E-1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3825/532, C -D=-5177/752, D -E=-5177/752, E -F=33031434, F -G=3557/447 BOT CHORD B -M=472/3587, L -M=47613581, J -L=-664/5112, I -J=664/5112, G -I=-356/3295 WEBS C -L=-253/1711, D -L=494/174, E -J=0/255, E -I=-2017/338, F-1=431824 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuI1=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 Ib uplift at joint B and 219 Ib uplift at joint G. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 Ib down and 85 Ib up at 8-0-0, and 95 Ib down and 75 Ib up at 25-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -F=-70, F -H=-70, N -Q=-20 Concentrated Loads (lb) Vert: T=-5 U=-5 Q?,pF ESS/ply 1E00Os�Fti LU IX wC 75435 c rn *\ EXP. 03/31/2018 J* .)F CAUL September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI}747 ref. 10103/2015 BEFORE USE. Design va id for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall. ■■■��.YYY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSIMI Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Carus Heights. CA 95610 Job Truss Truss Type Ory Ply Webb, Paul TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.20 L >999 240 848427365 1603-104T CO3 California 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.20 H n/a n/a Job Reference o tional SYSTEMS PLUS LUMBER CO, ' ANDERSON, CA 8.010, s Apr 20 2016 Mi I ek Industries, Inc. I nu Sep 1509:35:3/ 2016 rage 1 ID:Eglu_SOc_oyDbnTmOuxYxyfL9w-c5gkvl5yoKowhCYl l D61ycUZiHmFHphUkvQwQYydOb4 -3-0-0 4-8-3 9-2-0 11- 1 16-9-0 23-6-5 28-9-13 33-6-0 36-6-0 3-0-0 4-8-3 4-513 0-9-1 6-9-5 69-5 0.9-1 4-513 48.3 3 _0 Scale = 1:65.4 6x8 = 4.00 12 2.4 II 6x8 = 4x8 = 2x4 II 3x4 = 6x8 = 3x4 = 2x4 II . 4x8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deo Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.20 L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.73 L -M >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.20 H n/a n/a BCDL 10.0 Code IBC2012frP12007 Matrix -MSH Weight: 184 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=1718/0-5-8, H=1717/0-5-8 Max Harz B=64(LC 23) Max Uplift 13=324(1_C 4), H=-324(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3500/414, C -D=-34971458, D -E=-0230/571, E -F=-4230/571, F -G=3497/458, G -H=-3500/416 BOT CHORD B -N=-356/3240, M -N=-356/3240, L -M=-372/3346, K -L=-308/3346, J -K=294/3240, H -J=-294/3240 WEBS C -M=-041287, D -L=186/1081, E -L=-565/211, F -L=-186/1081, G -K=-46/287 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 324 Ib uplift at joint B and 324 Ib uplift at joint H. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 Ib down and 65 Ib up at 10-0-0, and 67 Ib down and 65 Ib up at 23-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-0=70, D -F=-70, F-1=40, 0-11=20 Q?,OF ESS/() 1E0,D0 of C 75435LU n m rn D W C M *� YX� 331/2018 /* \OF CALF September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED bfITEK REFERENCE PAGE 01111-7473 rev. 10/0312015 BEFORE USE. �© Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for an individual building component, not e�n a truss system. Before use, the building designer must verify the applicability of design porometers and properly incorporate this design into the overall ■.Y■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information ovolable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty PaulR48427366 SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP [lyIWebb, Plate Grip DOL 1.15 1603-1047 C04 California 1 BC 0.52 Vert(TL) -0.50 L -M >811 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Job Reference (optional) 5Y5TE1vS PLUS LUMBtK GU, ANUCKJUN. L A „w. .... _'s• " • _y' ID: Eglu_SOc_OyDbn?TmOuxYxyfL9w-4HO67e6aZewnJM7xbwdXV p01Vh7YOKXeyZATzydab3 _3.�p 5-8-3 11-2-0 111111 16-9-0 21-6-5 2 27-9-13 33-6-0 36-6-0 3-0-0 5-8-3 SS13 0.9-1 4-9-5 4-9-5 0-9-1 5 13 5-8-3 Scale = 1:65.4 5x10 \\ 2x4 II 5x10 4x6 % Yx4 II 30 = 5x8 = 3x4 = 2.4 II 4x6 (i l Plate Offsets (X Y)-- IB'0-5-2 0-2-0I IH'0 SZ 0-2-0I IL:U-0-O 0 -3 -lit LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.16 L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.52 Vert(TL) -0.50 L -M >811 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.18 H n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH Weight: 186 Ib FT = 20% LUMBER- BRACING- - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD 2X4 OF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) B=1613/0-5-8, H=1613/0-5-8 Max Hoa B=73(1_C 9) Max Uplift B=275(1_C 4), H=-275(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3264/299, C -D=-28781281, D -E=-3055/314, E -F=3055/314, F -G=2878/282, G -H=-3264/301 BOT CHORD B -N=-251/3022, M -N=-251/3022, L -M=-183/2720, K -L=-124/2720, J -K=181/3022, H -J=-181/3022 WEBS C -M=-409/182, D -M=0/332, D -L=95/550, E -L=-363/136, F -L=-95/550, F -K=0/332, G -K=4091184 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 Ib uplift at joint B and 275 Ib uplift at joint H. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ib down and 243 Ib up at 12-0-0, and 149 Ib down and 243 Ib up at 21-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-70, D -F=-70, F4=-70, O -R=20 Concentrated Loads (lb) Vert: U=104 V=104 9,p,0FESS/0�, 1EODRP <F Q' i LU LU C 75435 rn EXP. 03/31/2018 OF CALIF September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,10-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the building designer must verity the applicability of design poromelers and properly incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporory and permonent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIJTPII Quality Criteria. DSB-89 and SCSI Budding Component 7777 Greenback Lane Safely Irdorma8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus Heights, CA 95610 Job Truss Truss Type Oty 20.0 Webb. Paul 1.15 TCDL 15.0 Lumber DOL �Fly� 848427367 1603-1047 C05 California 1 1 Code IBC2012/TPI2007 Matrix -MSH Job Reference(optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:39 2016 Page 1 ID:EgIu_SOc_oyDbn?TmOuxYxylL9w-YUyVK_6CKy2exWh88e8m21Zso5Q3fiknBDv1 VRydQb2 -3-0-0 6-8-3 13-2-0 13,11-91 19-&5 2 26-9-13 33.6-0 36-6-0 3-0-0 6-6-3 6-513 0-9-1 56.10 0'9 -IV -6-513 6.8-3 3-0-0 7x8 5xB Scale = 1:65.4 2x4 II 3x4 = 4x12 MT20HS = 3x8 = 2x4 II 400 = 4x10 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2012/TPI2007 LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=2188/0-5-8, G=2188/0-5-8 Max Hoa 8=87(1_C 9) Max Uplift B=-493(LC 4), G=494(LC 5) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.40 Vert(LL) -0.22 L -M >999 240 MT20 220/195 BC 0.76 Vert(TL) -0.73 J -L >548 180 MT20HS 165/146 WB 0.51 Horz(TL) 0.27 G n/a n/a Matrix -MSH Weight: 182 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-1 oc bracing. WEBS 1 Row at midpt D -J FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or. less except when shown. TOP CHORD B -C=4909/934, C -D=4478/961, D -E=4074/916, E -F=4308/929, F -G=-4898/934 BOT CHORD B -M=-852/4569, L -M=$52/4569, J -L=$29/4248, I -J=770/4557, G -I=-770/4557 WEBS C -L=-544/271, D -L=-9/402, D -J=396/132, E -J=0/530, F -J=-612/243 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=llCmph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 493 Ib uplift at joint B and 494 Ib uplift at joint G. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 499 Ib down and 311 Ib up at 14-0-0, and 494 Ib down and 311 Ib up at 19-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -D=-70, O -E=-70, E -H=-70, N -Q=-20 Concentrated Loads (lb) Vert: T=470 U=470 9?,OFESS/pN 1EODC) CD LU LU C 75435 c m of X lt� EX�3112018 l* CAL September 15,2016 ® WARNING - Verfly dellen parameters and READ NOTES ON 7N/S AND INCLUDED M/7EK REFERENCE PAGE Ml1-7473 rev. 1 010312 0 /5 BEFORE USE. Design valid for use only with M'Iek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design poromelers and property incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSIMI1 Oua61y Cdtedo, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Webb, Paul LOADING (psi) SPACING- 240-0 CSI. DEFL. in 848427368 _ 1603-1047 C06 California 1 1 TC 0.31 Vert(LL) -0.22 M -N >999 240 MT20 220/195 TCDL 15.0 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:40 2016 Page 1 ID:Egtu_SOc oyDbn?TmOuxYxylL9w-0gW1XK7g5FAVYfGKiLf?aE63uVmzU9VxQHaltydQbl 176-5 3-0.0 5-0-11 46.15 S26 0.9.1 0-9-1 5-2-6 - 4-6-15 5-0-11 3.0-0 1-610 Scale = 1:66.5 4.00 12 5x8 % 6x8 = 3x4 = 4x12 MT20HS = 3x4 = 4x10 = 4x10 �_ 3x8 = 3x4 Plate Offsets (X Y) - [B:0-0-0,0-041. [G:0-2-8.0-1-81, (K:Edge 0-0-01 LOADING (psi) SPACING- 240-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.22 M -N >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -0.77 M -N >520 180 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.26 K n/a n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Weight: 192 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc puffins. BOT CHORD 2X4 OF No. t&Bir G BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=2188/0-5-8, K=2188/0-5-8 Max Horz B=98(LC 8) Max Uplift B=-493(LC 4), K=482(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=4876/928, C -E=47121914, E -F=4024/907, F -G=38111896, G -H=-4141/914, H -J=4716/884, J -K=-4873/899 BOT CHORD B -Q=-887/4532, P -Q=-857/4328, N -P=-74713917, M -N=-73814337, K -M=-76214529 WEBS E-0=01369, E -P=6801207, F -P=-64/737, G -P=-424/141, G -N=-711417, H -N=-551/238, H -M=0/367 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 493 Ib uplift at joint B and 482 lb uplift at joint K. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 560 Ib down and 302 Ib up at 16-0-0, and 583 Ib down and 311 Ib up at 17-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-70, F -G=-70, G -L=-70, R -U=-20 Concentrated Loads (lb) Vert: X=470 Y=470 /Q?,OFESSIpNq\ SEOpOs�``2 UJIo C 75435 �, of rn EXP. 03/31/2018 / OF CAS September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 ray. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall Lai building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Cdtedo, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information ova6oble from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 169 Citrus Heights, CA 95610 Job Truss Truss Type Oty DEFL. Webb, Paul (loc) Udefl Ud TCLL 20.0 �Ply� 848427369 1603-1047 C07 ATTIC 4 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.65 Vert(TL) Job Reference o 8onal SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:41 2016 Page 1 ID:Eglu SOc oyDbn?TmOuxYxyfL9w-Vs4Flg8SsZIMAprWG2BE7Se91v6DDYr4eXO8ZJydObO -3.0.0 6-10.10 12-7-4 15-3-0 16-9-0 1 33-0 20.10.12 26-7-6 33-6-0 3.0-0 6-10.10 5-8-10 2-7-12 1-6.0 1-6-0 2-7-12 5-8-10 6-10.10 Scale = 1:59.9 4.00 12 4x6 = 7x8 = 7x8 = r s1 5x8 = 2x4 It 6x8 = 3x6 = 3x6 = 6x8 = 2X4 11 5x8 = LOADING (psf) SPACING- 2_p_p CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.30 N-0 >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.65 Vert(TL) -0.93 N -O >430 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.15 K n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH Attic -0.13 N-0 780 360 LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* F-H,E-O,I-N: 2X4 DF No.18Btr G REACTIONS. (Ib/size) K=1665/0-3-8, B=1893/0-3-8 Max Horz B=122(LC 12) Max Uplift K=52(1_C 5), B=-170(LC 4) Max Grav K=1747(LC 2), B=1944(LC 2) PLATES GRIP MT20 220/195 Weight: 190 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4362/17, C -E=-3772/0, E -F=-3383/0, F -G=0/1293, G -H=0/1295, H -I=-3381/0, I -J= -3776/0,)-K=-4460(74 BOT CHORD B -O=-21/4095, 0-0=-21/4095, N-0=0/3468, L -N=-12/4194, K -L=-12/4194 WEBS F -H=-4837/0, E-0=0/844, I -N=0/862, C -O=-973/245, J -N=1085/274 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). E -F, H -I, F -H; Wall dead load (5.Opsf) on member(s).E-O, I -N 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. N-0 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 Ib uplift at joint K and 170 Ib uplift at joint B. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pFESS/ply p SEOpOU�l LU LU C 75435 rn EXP. 03/31/2018 TFOF September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design porometers and properly incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lemporory and permanent bracing M iTek" is always required for slability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI(TPII OuaBly Cdtedo, DSB-89 and BCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suile 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Webb, Paul (loc) Well Lid TCLL 20.0 Plate Grip DOL ,748427370 1603-1047 C07A ATTIC 1 1 240 TCDL 15.0 - 1.15 BC 0.65 Vert(TL) Job Reference o tional SYSTEMS PLUS LUMBER CO, ANDERSON, GA - a.UIU S Apr zu zulo mi i eK Inausales, inc, i nu oep Ta ua:sa:gz zulo rage T ID: Eglu_SOc_oyDbn?TmOuxYxyfL9w-z3edyO94dtODozQjgmiTfIBJXISUyOADIB8h6lydQb? rte( 6-10-10 I 12-7-0 1510 116-9-0 18-3-020�I 26.7-6 33dr0 j 3� 3-0.0 6-10-10 5-8-10 2x-12 1-6-0 1-6-0 2-7-12 5$10 6-10-10 10-0 Scale = 1:63.3 d1 4.o0 t2 4x6 = 7x8 = 7x8 = G H 2x4 II 6x8 = 3x6 = 3x6 = 6x8 = 20 II , 4x10 = 4x10 = E-10-10 12-74 20-10-12 26-7-6 33-6-0 ' E10-10 5-8-10 8-18 5-8-10 6-10-10 Plate Offsets (X Y)— fF:Edge.0-7-01 [G:0-3-0Edael, fH:Edoe,0-7-01, IJ:0-0-0.0-0-01 LOADING (psi) SPACING- 2-G-0 CSI. DEFL. in (loc) Well Lid TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.29 P -O >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.65 Vert(TL) -0.92 P -O >435 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.15 L n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH Attic -0.12 P -Q 802 360 LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD BOT CHORD 2X6 DF SS G BOT CHORD WEBS 2X4 DF Stud/Sad G *Except* F-H,E-Q,I-P: 2X4 DF No.18Btr G REACTIONS. (Ib/size) L=1884/G-3-8,B=1884/0-3-8 Max Harz 8=106(LC 13) Max Uplift L=169(1 -C 5), B==169(LC 4) Max Grav L=1935(LC 2), B=1935(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4340/15, C -E=-374310, E -F=-3355/0, F -G=0/1283, G -H=0/1283, H -I=-3355/0, I -K=-3743/0, K -L=-4340/17 BOT CHORD B -S=-3/4074, Q -S=-3/4074, P -Q=0/3440, N -P=0/4074, L -N=0/4074 WEBS F -H=-4797/0, E -Q=0/839, 1-P=0/839, C -Q=-978/246, K -P=978/248 PLATES GRIP MT20 220/195 Weight: 197 Ib FT = 20% Structural wood sheathing directly applied or 3-6-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. , NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). E -F, H-1, F -H; Wall dead load (5.Opsf) on member(s).E-Q, I -P 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. P -Q 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint L and 169 lb uplift at joint B. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 9?O ESS/ON 1E000<� , LU LU C 75435 c rn EXP. 03/31/2018 OF September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03,7015 BEFORE USE. _ Design valid for use only with MlekO connectors. This design is based only upon parameters shown. and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall r �- building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stobiliy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lobricolion, storage, delivery. erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane - Safety information avoidable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Oty Ply Webb, Paul LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD 848427371 1603-1047 C08 ATTIC 1 1 F-H,E-R,I-P: 2X4 DF No.18Btr G REACTIONS. (Ib/size) L=1387/0 -3 -8,B=1343/0 -3-8,0=1039/D-3-8 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:43 2016 Page 1 ID:EgIu_SOc_oyDbn?TmOuxYxy(L9w-RFB?AMAjOAY4P7?vNTOiCtkY ilShRON6quEeCydOb_ -3-0-0 6-10-10 122 74 153-0 16-9-0,18-3-0 20.10.12 26-7-6 33.6-0 3680 3.0-0 6-10-10 5-8-10 2-7-12'1-&0 1-6-0 2-7-12 5-8-10 s-10-10 3-0.0 Scale = 1:63.3 4.00 12 4x6 3x5 = 3x5 = r H 2x4 11 6x8 = 3x4 = 3x4 = 6x8 = 2x4 11 3x8 3x8 — = I I9 LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TPI2007 CSI. TC 0.32 BC 0.86 WB 0.78 Matrix -MSH DEFL. in Vert(LL) -0.20 Vert(TL) -0.59 Horz(TL) 0.08 Attic -0.14 (loc) I/deft Ud N -P >999 240 N -P >352 180 L n1a n/a Q -R 600 360 PLATES GRIP MT20 220/195 Weight: 197 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 2X4 DF Stud/Std G *Except* F-H,E-R,I-P: 2X4 DF No.18Btr G REACTIONS. (Ib/size) L=1387/0 -3 -8,B=1343/0 -3-8,0=1039/D-3-8 Max Horz 13=106(LC 9) Max Uplift L=223(LC 5), B=-206(LC 4) Max Grav L=1387(LC 1), B=1343(LC 1), 0=1327(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2502/119, C -E=-1602/92, E -F=-1490/127, F -G=0/291, G -H=01353, H -I=-1471/110, 1-K=-1628169, K -L=-2643/171 BOT CHORD B -T=-114/2314, R -T=-114/2314, O -R=0/1462, P -Q=0/1462, N -P=-71/2451, L -N=-71/2451 WEBS F -H=-1789189, C -T=0/326, C -R=1071/238, K -N=0/349, K -P=-1174/215 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). E -F, H-1, F -H; Wall dead load (5.Opsf) on member(s).E-R, I -P 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. Q -R, P -O 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint L and 206 Ib uplift at joint B. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OF ESS/ON 1 EOpOT�< UJ LU C 75435 rn *� EXP. 03/31/2018 l* OF September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE UX7473 rel. 10/03/2015 BEFORE USE. �e Design votid for use only with MlekO connectors. This design is based only upon parameters shown, and is far an individual budding component, not ®� a truss system. Before use, the building designer must verity the applicability of design poromelers and property incorporate this design into the overall ■■■��.YYY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSI/IPII Quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Type. Oty O -P=-973/1005, M -O=-1362/1394 Webb. Paul 5-8-10 1-10-10 - _S -O -U JTruss SPACING- 2-0-0 [ly� 848427372 1603-1047 C09 ATTIC 4 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any'other live loads. TC 0.23 Vert(LL) Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:35:44 2016 Page 1 ID:Eglu SOc oyDbn7TmOuxYxyfL9w-vRIONhAL9Uhx1Ha5xBkxl4GIG69POvxWLUdo9eydoaz -3-0.0 6-10.10 12-74 15-3-0 16-9-0 18-3-0 20-10.12 26-7-6 28-M 33.6-0 38-6-0 3-0.0 - 6-10-10 5-8-10 2-7-12 1-6-0 1-6-0 2-7-12 54 0 1-10-10 5-0.0 3-0.0 Scale = 1:63.3 4.00 12 4x6 = 3x4 = 3x4 = n s1 2x4 II 6x8 = 3x4 = 3x4 - 4x6 = 4x5 = 2x4 II 4x5 = 3x8 = ,. - 3x4 = ' Plate Offsets (X Y) 6.10-10 [13:0-0-2,D-0-01. 113:0-3-0 EdgelM:0-0-14 5-8-10 344 Edael 4-11 4 O -P=-973/1005, M -O=-1362/1394 5-8-10 1-10-10 - _S -O -U LOADING (psf) SPACING- 2-0-0 NOTES- (11) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any'other live loads. TC 0.23 Vert(LL) -0.14 T -V >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 7) A plate rating reduction of 20% has been applied for the green lumber members. BC 0.62 Vert(TL) -0.48 T -V >400 180 * BCLL 0.0 Rep Stress Incr YES 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WB 0.76 Horz(TL) 0.05 M n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH Attic -0.12 S -T 700 360 Weight: 201 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2X4 OF Stud/Std G *Except* 10-0-0 oc bracing: S-T,R-S. F-H,E-T,I-R: 2X4 OF No.18Btr G REACTIONS. All bearings 0-3-8 except (jt=length) 0=0-5-8. (lb) - Max Horz B=106(LC 29) Max Uplift All uplift 100 Ib or less at joint(s) except M=-585(LC 22), 13=795(LC 19), 0=-316(LC 30) Max Grav All reactions 250 Ib or less at joints) except M=676(LC 39), B=1277(LC 40), 0=1339(LC 46), S=1129(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2934/1712, C -E=-183111113, E -F=-1158/570, F -G=-157/279, G -H=-213/306, H -I=-1186/497, I -K=-1725/1025, K -L=-1372/1103, L -M=-1380/1477 BOT CHORD B -V=-1593/2754, T -V=-1084/2189, S -T=-414/1123, R -S=-279/1123, P -R=-818/1145, O -P=-973/1005, M -O=-1362/1394 WEBS F -H=-1252/125, I -R=-261/132, C -V=0/367, C -T=-1148/316, K -P=-695/308, K -R=2551620, L -0= -12261345,L -P=-330/1107 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul6=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any'other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fit between bottom �oQRCFESS/�N E 0 q� DO will the chord and any other members. E H F Wall dead load I [<`� O 5) Ceiling dead load (5.0 psf) on member(s). -F, -I, -H; (5.Opso on member(s).E-T, -R 6) Bottom live load bottom dead load applied only to room. S -T, R -S chord (40.0 psf) and additional chord (10.0 psf) J t f1 2 7) A plate rating reduction of 20% has been applied for the green lumber members. o C 7 54 3 5n m 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 585 Ib uplift at joint M, 795 Ib uplift at � W C rn joint B and 316 Ib uplift at joint O. EXP. 03/31/2018 9) This truss has been designed for a total drag load of 3400 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist * drag loads along bottom chord from 0-0-0 to 33-0-0 for 101.5 plf. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Q 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �F CALIFS September 15,2016 ® WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/F7473 rev- 10/0312015 BEFORE USE. Design valid for use only with mlek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding The fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSIMII Quo01y Crltedo, DSB-89 and BCSI BuOding Component 7777 Greenback Lane Sorely Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job TrussTruss Type TCLL 20.0 Pty Webb, Paul TCDL 15.0 Lumber DOL 1.15 BC 0.17 �Ot.y Rep Stress Incr YES 848427373 1603-104T C10 Roof Special 1 1 TOP CHORD 2X6 DF SS G BOT CHORD 2X4 DF No. /8Btr G 'Except' 1-M: 2X6 DF SS G, K -L: 2x8 DF SS Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:45 2U115 Nage 1 ID:Eglu SOc_oyDbn7TmOuxYxyR9w-NeJmblBzwopofR9lVuFAHlpxnWcm9M2gZ8NLh4yd0ay -3.0.0 52-12 8-9-6 10-1-0 15.1-8. 16-9-0 18.6-0 23-8.0 28-7.8 33.0-8 3.0-0 5-2-12 3-6-10 1-3-14 5-0-0 1-7-8 1-9-0 5.1-12 4-11-8 4-5-0 4.00F1 2 5x6 = 2x4 11 3x5 H Scale = 1:59.7 4x4 = - 3x6 = . 2x4 II 3x4 = 4x8 = 3x8 = 2.4 II LOADING (pSf) SPACING- 2-0-0 CSI. TCLL 20.0 Rate Grip DOL 1.15 TC 0.18 TCDL 15.0 Lumber DOL 1.15 BC 0.17 BCLL 0.0 Rep Stress Incr YES WB 0.71 BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X4 DF No. /8Btr G 'Except' 1-M: 2X6 DF SS G, K -L: 2x8 DF SS WEBS 2X4 DF Stud/Std G DEFL. in (loc) Udell Ud Vert(LL) -0.04 S >999 240 Vert(TL) -0.13 L -S >999 180 Horz(TL) -0.01 K n/a n/a PLATES GRIP MT20 220/195 Weight: 202 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: L-M,J-K. REACTIONS. All bearings 0-7-8 except (jt=length) K=Mechanical, N=0-3-8, R=0-5-8. (lb) - Max Horz B=144(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) except B=155(LC 4), N=-186(LC 5), R=-139(LC 8) Max Grav All reactions 250 Ib or less at joints) except B=437(LC 19), K=286(LC 20), N=1989(LC 1), R=633(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD C -E=-254/330, E -F=-21/643, F -G=0/623, G -H=0/1042, H-1=0/576, I -J=-3/477 BOT CHORD O -P=-2921790, N -O=-713/155, I -L=-400/161, J -L=-374/43 WEBS H -N=-5791162, C -R= -535/196,L -N=-896/152, H -L= -130/664,F -O=-258/103, G -O=-103/644, G -N=-1135/52, E -O=-503/79, C -P=-155/291 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint B, 186 Ib uplift at joint N and 139 Ib uplift at joint R. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I� 199 Q?O ESS/ON TEODO<� LU LU C 75435 c m af X *� EXP. 03/31/2018 / OF September 15,2016 ® WARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. IOM312015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■■��i��■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lemporory and permanent bracing MiTek• is always required lor stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricorion. storage. delivery, erection and bracing of trusses and truss systems, see ANSIJPII OuaBly Crftedo, DSO -89 and BCSI Building Component 7777 Greenback Lane ' Safety Information ovaloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty TCLL 20.0 Paul 1.15 TC 0.51 TCDL 15.0 Lumber DOL [lyWebb, 848427374 1603-1047 C10A Roof Special 1 1 Code IBC20121rP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G 'Except' Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:46 2016 Page 1 ID: Eglu_SOc_oyDbn?TmOuxYxyfL9w-rgtBoNCbh5xfGakU3cmPgVLOGwxMuggpoo6vEXydOax -3-0-0 5-2-12 8-9-6 15-1-8 16-9-0 1�� 23-8-0 26.7-8 28-0-14( 33-0-8 3-10 5-2-12 3.6-10 frd-2 1-7-B 1-9.4. 5-1-12 2-11-8 1-5-6 , 4-11-10 Scale: 3/16% V 4.00 12 54 = 3x5 G 20 II 4x8 = 3x6 = 3x10 = 20 II 4x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 TCDL 15.0 Lumber DOL 1.15 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.69 BCDL 10.0 Code IBC20121rP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G 'Except' I -J: 2X4 DF No. 18Btr G BOT CHORD 2X4 DF No. I&Btr G *Except* H -N: 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* C-R: 2X6 DF SS G DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.04 0-0 >999 240 MT20 220/195 Vert(TL) -0.12 O -Q >999 180 Horz(TL) -0.01 O n/a n/a 1ANI N lO N Weight: 197 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) B=0-7-8, 0=0-3-8, R=0-5-8. (lb) - Max Harz B=144(LC 23) Max Uplift All uplift 100 lb or less at joints) except K=109(1_C 9); B=-156(LC 23), 0=267(LC 5), R=-186(LC 27) Max Grav All reactions 250 Ib or less at joint(s) except K=447(LC 20), B=407(LC 19), 0=1973(LC 1), R=611(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -E=-164/374, E -F=-147/368, F -G=-104/993, G -H=-41/473, H-1=-84/447, J -K=-392/129, I -J=-699/120 BOT CHORD O -Q=-679/184, H -M=-328/159, L -M=-146/706 WEBS I -M=-10881234, J -L=-88/561, G -O=-619/186, M -O=-890/204, G -M= -169x735, C -R=-505/248, E -0=429/188,F -Q= -1341748,F -O=-1097/164 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint K, 156 Ib uplift at joint B, 267 Ib uplift at joint O and 186 Ib uplift at joint R. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 Ib down and 99 Ib up at 28-5-0, and 117 Ib down and 83 Ib up at 30-6-12, and 129 Ib down and 86 Ib up at 32-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q?,pF ESS/ON S E OD F� LU w C 75435 c m Of X EXP. 03/3112018 rte* OF CAUL September 15,2016 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE M&7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parometers shown, and is for an individual budding component, not a truss system. Before use, the building designer must verify the applicability of design poromelers and properly incorporate this design into the overall i.�■` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSIJPII Quality Criteria. DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Irdormallon ovolable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Suite 109 Citrus Heights, CA 9561D Job Truss Ply Webb, Paul848427374 F,-ssT,.—peOty 1603-1047 C10Acial 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: A -F=-70, F-1=-70, N -S=-20, K -M=20, I -J=70 Concentrated Loads (lb) Vert: X=-62 Y=-43 Z=-77 b.Ulu S Apr LU Lu1b mi I ex Inausmes, Inc. I nu bep la U9:;1b:9b LU1b rage Z I D: Eglu_SOc_oyDb n?TmOuxYxyfLgw-rgl8o NCb h 5xtGak U3cmPq V LOGwx Mu ggpoo6vEXydOax ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI}7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M''lek® connectors. This design u based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the budding designer must verify the opplicobdity of design parameters and property incorporate this design into the overall ■�� building design. Bracing indicated is to prevent buckling of individual truss web and/or Chad members only. Additional lemporory and permanent brocing M iTe k" is always required for slobdity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIjWll Quality criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Irdmmo8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandno. VA 22314. Suite 109m He' hts CA 95610 Job Truss Truss TypeOty PLATES GRIP Py Webb, Paul 2x4 II MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.35 I J 848427375 1603-104T C11 California Girder 1 BCDL 10.0 Code IBC2012/TPI2007 2x4 II 5x8 =2x4 G L LUMBER- C D E F Job Reference (optional) SYSTEMS PLUS LUMBER GU, ANUtKSUN, GA o.0 ru s Apr to to ro mr let, muusalea, u1c. i nu Z I u u""""< 1u rage r ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-GPZHOPETzOJD72S3kkK6S8zcP7ww5EaFUmLZrrydOau 3-0-o 62-0 5• ' 1 9-2-0 1311-3 F 16-6-10 21 OdA 23-2r 2 25127-9-O 1 31-3-9 I 34-10.1 I 39-3� 44-6-0 I 47-0-0 3-0.0 62-0 0.9-11 32-5 4-9-3 4-7-7 1-9-14 2-9-10 2-9.10 1-9-0 369 3.6.9 4-5-3 5.2-12 3-0-0 Scale = 1:85.0 20-10-0 S2-0 a-2-0 131t_a 7&510 20-0-6 23.2-2 2571-12 313-9 34-10-1 i 39-3-0 44-6-0 - S2-0 4-0-0 a9-3 4.7.7 1-9-14 2-0-2 2.9.10 5313 369 4S3 52.12 LOADING (ps1) SPACING- 2-0-0 CSI. 5x6 = PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 2x4 II MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.35 I J 2x4 I I 4.00 Fl2 5x10 \\ II H K 4x4 ZZ BCDL 10.0 Code IBC2012/TPI2007 2x4 II 5x8 =2x4 G L LUMBER- C D E F M 4x4 NAILED BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G N 8 (lb) - Max Harz B=127(LC 35) ;1A Max Grav All reactions 250 Ib or less at joints) except 8=1580(LC 19), U=3650(LC 1), 0=382(LC 27), 0=367(LC 27) 0 o X P 110 AJ AK ACAL AB AAAM AN Z Y d 4x5 = 2x4 II NAILEDJUS24 2x4 II 4x4 = IN v U AD T S R Q 30 II 4x4 = 4x4 = 20 II — NAILED HUS26.2 4x5 NAILED 20-10-0 S2-0 a-2-0 131t_a 7&510 20-0-6 23.2-2 2571-12 313-9 34-10-1 i 39-3-0 44-6-0 - S2-0 4-0-0 a9-3 4.7.7 1-9-14 2-0-2 2.9.10 5313 369 4S3 52.12 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.08 Z -AA X999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.28 Z -AA X999 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.03 U nla n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 610 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 0-5-8 except (jt=length) U=0-3-8, 0=0-7-8. (lb) - Max Harz B=127(LC 35) Max Uplift All uplift 100 Ib or less at joint(s) except 13=322(1-C 4), U=-096(LC 4), Q=-329(LC 19), 0=-217(LC 31) Max Grav All reactions 250 Ib or less at joints) except 8=1580(LC 19), U=3650(LC 1), 0=382(LC 27), 0=367(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3387/484, C -D=-4587/750, D -E=-4587/750, E -F=75/472, F -G=-30011975, G -H=-264/1906, H -I=-402/2871, I -J=-359/2768, J -K=-259/1802, K -L=-286/1814, L -N=-242/1364, N -O=-751586 BOT CHORD B -AC= -459/3223, AA -AC= -466/3217, Z -AA= -496/3100, Y -Z=-496/3100, X -Y=3781155, V -W= -423173,U -V= -2066/360,S -U=-20551395, R -S=-1273/290, Q -R=-511/108, "=-51 1/108 WEBS GAA= -306/1478, D -AA= -278/135, E -AA= -246/1573, E -Z=-71390, E -Y=-3737/622, F -Y= -139/1223,F -X= -1780/279,V -X= -1817/318,H -X=721473, H -V=-1061747, H -U= -1072/208,1 -U= -450/103,J -U= -2206/274,J -S= -121/872,K -S=-273/103, L -S=-657/109, L -R=-40/414, N -R=-821/201, N -Q=-273/418 NOTES- (15) 1) 2 -ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Q?,OF ESS/�� Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Q �( Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Q�' Q 1E0 0 F� 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 0 OJ C 75435 n m 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; LU W C rn MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate EXP. 03131/2018 grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x8 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide FOF CA`�FO will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. September 15,21116 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 322 Ib uplift at joint B, 496 Ib uplift at P ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design vorid for use only with Mifek® connectors. This design is based only upon porometers shown. and is for on individual building component, not a truss system. Before use. the budding designer must verily the applicability of design parameters and property incorporate this design into the overall iii��•o building design. Bracing indicated is to prevent buckling of individual Inns web and/or chord members only. Additional temporary and permanent bracing M iTe k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery• erection and bracing of trusses and truss systems, see ANSIJTPII Quality Criteria, DSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suile 312, Alexandria- VA 22314. Suite 109m Hei Ms CA 95610 Job Truss e - Qry Ply Webb, Paul Fruss 848427375 1603-1047 C11 Girder 1 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:49 2016 Page 2 ID:Eglu_SOc oyDbn?TmOuxYxyfL9w-GPZHOPETzOJD72S3kkK6S8zcP7ww5EaFUmLZrrydOau NOTES- (15) 11) Use USP JUS24 (With 10d nails into Girder 8 10d nails into Truss) or equivalent at 10-0-12 from the left end to connect truss(es) to front face of bottom chord. 12) Use USP HUS26-2 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 11-4-0 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED' indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 15) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard . 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -F=-70, F -J=-70, J -P=70, X -AD= -20, W -AG= -20 Concentrated Loads (lb) Vert: AB= -25(F) AJ=-O(F) AK= -190(F) AL=-25(F)AM=-360(F)AN=-518(F) ' r L ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 roc. 10/0312015 BEFORE USE. Design valid for use only with Mriek® connectors. This design is based only upon parometen shown. and is for on Individual building component, not a truss system. Before use. the budding designer must verify the applicability of design poromelers and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing ' M iTe kv is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding The fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSIMII quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexantlna, VA 22314.. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type City Ply Webb, Paul [R:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 R48427376 1603.1047 C12 California 1 1 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.08 N-0 >999 240 MT20 220/195 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANUEH5UN, GA a.uiu s Apr zu cuto Mi I ex mausmes, Inc. I nu aep to ua:sa:at cuto rage t ID:Eglu_SDc_oyDbn?TmOuxYxyfL9w-Cng 1 r5GkVeZxNMcRr9MaXZ3vQxcSZ1 rYy4gtvkydOas 30.0 3�-3 7-2-0 7- 1- 1 11-2-0 1511-3 20310 2511-12 27-9-0 31-613 354-11 39-60 3.0-0 3�-3 3513 0.9-1 3-2-5 4-0.3 4-7-7 552 1-0.4 3-9-13 3-9-13 4-1-5 Scale = 1:74.1 5x6 = 4x6 % I J 2x4 II Jxlu 4xB = 2x4 IIS O P O N 4x5 = 3x4 = 2x4 II 4x8 = 4x8 = 3x5 = 1 15 20-0-8 20,10-0 2511-12 31-613 39-6-0 3-8-3 35-13 4-0-0 4-0.3 4-5-5 0.5E 51-12 + 57-1 7-11-3 Plate Offsets (X,Y) - [R:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weill Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.08 N-0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.24 N-0 >679 180 BCLL 0.0 Rep Stress Incr NO WB 0.95 Harz(TL) 0.05 P We n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Weight: 245 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No. 18Btr G 'Except' except end verticals. H -O: 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. \ WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) B=1087/0-5-8, P=265510.3-8, N=10/0-5-8 Max Harz B=100(LC 12) Max Uplift 13=247(1_C 4), P=-322(LC 4), N=247(LC 19) Max Grav B=1090(LC 19), P=2655(LC 1), N=262(LC 20) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1749/221, C -D=-1705/246, D -E=-1717/263, E -F=17171263, F -G=89/654, G -H=-101/679, H -I=-661760, I -J=154/1543, J -K=-117/800, K -L=-147/805 BOT CHORD B -W=-22711596, V -W=-227/1596, T -V=22811628, S -T=123/992, R -S=-123/992, O -P=-1092/221, N-0=4191120 WEBS E -T=-308/113, F -T=-126/809, F -R=-1796/263, P -R=-1454/246, I -R=-18411093, I -P=-814/205, J -P=-1512/134, )-O=-94/859, K -O=-284/120, L-0=475/118, L -N=-111/576 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q�P9,OF ES$/o�,� 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 4O I EOQO �t`2 6) A plate rating reduction of 20% has been applied for the green lumber members. �� PQM Lr� C 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 Ib uplift at joint B, 322 Ib uplift at joint P and 247 Ib uplift at joint N. Q of C 75435 0 M 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LU W C rn EXP. 03/31/2018 OF September 15,2016 ® WARNING - Verify design pammetera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with mlekO connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ii�•��` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW k' is always required for stobility, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSIMI Quality Criteria, DSB-89 and BCSI Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, nlexondna. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Paul848421603-1047 fR•0-2-0 0-2-41 [U•0-2-120-3-01 LOADING (psf) SPACING- 2-0-0 [ly1Webb, DEFL. in (loc) I/deft Ud C12A California 1 Vert(LL) -0.08 N-0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.35 Job Reference (optional) SYSTEMS PLUS LUMBER GU, ANUtKbUN, LA ID: Eglu_SOc_oyDbn?TmOuxYxyfL9w-g_EP3RGMGxho_VBePstp3mb48KyalUKiAkZDRAydOar s.6.s 7-i 1.11 7 -SO 7 $011-26 t5-4-12 1 7 3 2a&10 2 1 2511-12 27-9-0 31.6.13 354-11 39-6-0 3-0-0 36-3 7-&13 at• •t•7 160 42-12 O6- 4 1 06- 4-10.10 1-94 }&f3 }9-13 4-15 0.4.15 Scale = 1:76.8 04&14 7x8 = 5x6 = 4x6 % I J 2x4 II 3x4 = 3x4 = 3x4 = O P O N 4x5 = 5x6 = 2x4 II 4x8 = 4x8 = 4x4 = 21.1.2 36- 4-1410 57.1 7-11-3 3 36.13 -1-9 -1-7 16.0 4-2-12 0-& 145-5 a a}2 Plate Offsets (X Y)- fR•0-2-0 0-2-41 [U•0-2-120-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.08 N-0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.25 S -T >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.06 P n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH Weight: 243 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G 'Except' TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, D-E,F-H: 2X4 DF No.18Btr G except end verticals. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2X4 OF Stud/Std G WEBS 1 Row at midpt G -R REACTIONS. (Ib/size) B=1095/0-5-8, P=2629/0-3-8, N=25/0-5-8 Max Horz B=100(LC 12) Max Uplift 13=247(1-C 4), P=-325(LC 4), N=-232(LC 19) Max Grav B=1D98(LC 19), P=2629(LC 1), N=272(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-17751224, C -D=-1700/243, D -E=-16251254, H-1=-431600, I -J=-156/1504, J -K= -117/772,K -L= -147/777,E -F= -1622/244,F -G=-1134/177, G -H=-731541 BOT CHORD B -W=-229/1622, V -W=-229/1622, U -V=-222/1616, T -U=22511632, S -T=214/1596, R -S=-138/1134, O -P=-1061/222, N-0=401/130 WEBS P -R=-1462/259, I -R=-208/1213, I -P=820/208, J -P=-14891137, J -O=-97/851, K -O=-284/120, L -O=-465/118, L -N=-118/552, G -S=0/433, F -S=-522/85, G -R=-1832/274 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OQ?,pF ESS/ON 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide q� will fit between the bottom chord and any other members, with BCDL = IO.Opsf. ���' Q T EOD� (<`� 6) A plate rating reduction of 20% has been applied for the green lumber members. Q� S 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 Ib uplift at joint B, 325 Ib uplift at JP �t f1 Z joint P and 232 Ib uplift at joint N. 0 o C 75435 C) M 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LU W C M * EXP. 03/31/2018 FOFCAOI September 15,2016 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Milek® connectors. This design is based only upon parameters shown, and is for an Individual budding component, not a truss system. Before use, the building designer must verify the applicability at design poromelers and properly incorporate this design into the overall �-�•YY building design. Bracing indicated is to prevent buckling of individual tons web and/or chord members only. Additional temporary and permanent brocing Mire k• is always required for stability ord to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabricofion, storage. delivery, erection and brocing of trusses and Truss systems. see ANSI/TPII Qua81y Cdtedo, DSR -89 and BCSI Building Component 7777 Greenback Lane Safety Ir cfflon available from Truss Plate Institute. 21B N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oy Ply Webb, Paul LOADING (psf) SPACING- 2-0-0 CSI. 848427378 1603-1047 C13 California Girder 1 TC 0.19 Vert(LL) -0.08 W >999 240 MT20 220/195 TCDL 15.0 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:35:54 2016 Page 1 ID: Eglu_SOc_oyDbn?TmOuxYxyfL9w-cMMAT61coZxW EpLOXHvH9BhUM8dgmXX?e22KW3ydOap 7.47 6-6-9 23-1-2 -300 3-0-14 5.612 0 11015- 1 •4 15-8-0 z4140 22.11-9 25-11-72 27-9-0 37.6.13 35-4-11 39.6.0 300 3�-t4 2.1-N 4 11- 3{i15 11 41-73 52.0 2-7-9 4 -9 2-1410 7-94 19-13 3-9-13 4•t-5 0-6-9 , Scale = 1:73.8 45-14 5x6 SxA = 5x6 = 4x5 = 4x4 = 8x8 = 4x8 = 4116 R O P O N 4x5 = Special 4x4 = 4x8 = 4x8 = 707 609 a 3.4.14 2-7-14 4 11- 3.6.15 4-1-1 5-2-0 2-1-9 303 4.4-15 500 4.1.5 Plate Offsets (X Y)— [B:0-2-6 Edge( (E•0-5-8 0-3-121 [1:0-2-12.0-2-121, IS:0-2-4 0-3-0( LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.08 W >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.23 W >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.04 P We n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Weight: 568 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G *Except* TOP CHORD Structural wood sheathing directly applied or 5-10-13 ac puffins, D -E: 2X4 DF No. 1&Btr G except end verticals. BOT CHORD 2X6 OF SS G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. H -R: 2X4 DF Slud/Std G WEBS 2X4 DF Stud/Sid G REACTIONS. (Ib/size) B=2244/0-5-8, N=-317/0-5-8, P=3545/0-3-8 Max Horz B=100(LC 12) Max Uplift B=-476(LC 4), N=-572(LC 19), P=-519(LC 4) Max Grav B=2248(LC 19), N=214(LC 12), P=3545(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4610/827, C -D=-5234/984, E -F=-2620/485, I -J=-412/2534, J -K=-368/2453, K -L=-218/1138, L -M=-264/1158, M -N=-166/616, D -E=-5800/1110, F -G=2442/479, G -H=-151/975, H-1=152/988 BOT CHORD B -Z=-798/4309, Y -Z=-798/4309, X -Y=-972/5117, W -X=109215728, V -W=-1048/5577, T -V=-150/1043, S -T=-150/1043, H -S= -318/101,P -Q=-1684/320, O -P=-17731369 WEBS F -V=-59/609, G -V=-321/1672, G -S=-2388/426, O -S= -1691/329,1-S=-204/1274, 1-Q=-115/645, L -O=-487/201, M -O=-11071283, C -Y=-230/939, E -W=-324/95, J -P=-3831104, I -P=-1170/236, K -P=-2113/306, K -O=-182/1246, E -V=3363/674, E -X=279/632, D -X=-210/1024 NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. If: Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 Ib uplift at joint B, 572 Ib uplift at Q,�,pFESS/C) 99 IEODO<� LU w C 75435 c m of EXP. 03/31/2018 1* OF CAU - September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/01/2015 BEFORE USE. Design valid for use onty with h4Tek9 connectors. This design is based only upon parometers shown, and is for on individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■��■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lemporary and permanent bracing M iTe k• h always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and truss systems. see ANS171PI1 Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexondda. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul 848427378 1603-104T C13 California Girder 1 2 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:54 2016 Page 2 ID: Eglu_SOc_oyDbn?TmOuxYxyfL9w-cMMAT61coZxWEpLOXHvH9BhUM8dgmXX?e22KW 3ydOap NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 Ib down at 2-0-12, 323 Ib down and 98 Its up at 4-0-12, and 41 Ib down at 6-0-12, and 1281 Ib down and 304 Ib up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=70, E -F=-70, I -K=-70, K -M=70, S -AA= -20, N -R=-20, D -E=-70, F -I=-70 Concentrated Loads (lb) Vert: X=-1281(8) AD= -86(B) AE= -323(8) AF= -30(B) t ® WARNING -Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/(1 M15 BEFORE USE. Design valid fa use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overal ■■�.Yl building design. Brocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permonent bracing MiTek 'n olways required for stoblity and to prevent collapse with possible personal injury and popery damage. For general guidance regarding the labrication, storage. delivery, erection and brocing of trusses and truss systems. see ANSI/TPIT Oualty Criterio, DSB-89 and BCSI BuOding Component 7777 Greenback Lane Safety Irdormation available from Truss Plate Institute. 218 N. Lee Street, Suite 312• Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type (Orly PLATES GRIP Webb, Paul TC 0.35 Vert(LL) -0.03 P -Q >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 848427379 1603-104T C14 California 1 [ly� 1 Horz(TL) 0.01 J n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANUEK50N, GA a.0 1U 5 APr N 4U Io Mr i ere inaubsne5. IF— r nu —P ra w.aU cv ro rays i ID:Egl4 SOc oyDbn?TmOuxYxyfL9w-4ZwYhSJEZs3NrzwD4?RWhPDcZYzNVzO8tiot2VydQao 3-&3 57-9 7-8-9 11-9-0 13.2.8 15 0.1 3-13 21-3-13 2572 32M1 3-8-3 1.56 2-7-0 4-0-7 1-5-8 2-1-5 6.0-0 46-15 9-1 57-9 5x6 = 4.00 12 2x4 11 D E s.a — - .. — 5x8 a Scale = 1:58.1 N O 7 N IR N M L K J 30 II 3x8 = 2x4 II 4x8 = 2x4 II 1S}13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.03 P -Q >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.10 L -M >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.01 J n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 192 Ib FT = 20% LUMBER- BRACING-. TOP CHORD 2X6 OF SS G *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, A -B: 2X4 OF No. 18Btr G except end verticals. BOT CHORD 2X4 OF No.18Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. E -N: 2X4 OF Stud/Std G WEBS 1 Row at midpt G -M WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) R=513/Mechanical, N=1867/0-5-8, J=746/Mechanical Max Horz R=30(1_C 4) Max Uplift R=128(LC 4), N=-230(LC 5), J=-131(LC 9) Max Grav R=539(LC 19), N=1867(LC 1), J=775(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -R=-089/141, B -C=-349/104, C -D=-347/155, D -E=-751909, E -F=-93/928, F -G=-44/359, G -H=-832/185, 1-14=926/171, I -J=724/159, A -B=-956/196 BOT CHORD P -Q=-208/987, O -P=-451/92, N -O=-1885/221, L -M=-149/849, K -L=-149/849 WEBS M -O=-307/142, F -O=-996/165, F -M=-57/815, G -M=-1197/202, I -K=-134/820, A -O=-185/900, C -P= -316/139,B -P=-718/173, D -P=-161/897, D -O=-1044/162 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint R, 230 Ib uplift at joint N and 131 Ib uplift at joint J. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 Ib down and 118 Ib up at 1-2-12, and 108 Ib down and 72 Ib up at 3-2-12, and 193 Ib down and 127 Ib up at 25-10-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 P?,oFESS/ON pI EODO <� w C 75435 c M Cif EXP _Q l /201 s OF September 15,2016 ® WARNING - V dly design paremefers end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 10103/201 S BEFORE USE. Design valid for use only with M-rekO connectors. This design is based only upon parameters shown• and is for an Individual building component, not o truss system. Before use. the budding designer must verify the opplicobi6ty, of design parameters and properly incorporate this design into the overall ■.Y■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/Ml quality Criteria, DSB•89 and BCSI Building Component 7777 Greenback Lane Safety Informa8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Cifrus Heights, CA 95610 Job Truss Truss Type Oty Pty Webb, Paul 848427379 1603-1047 C14 Calffomia 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries. Inc. Thu Sep 15 09:35:55 2016 Page 2 ID:Egtu_SOc_oyDbn?TmOuxYxyfL9w-4ZwYhSJEZs3NrzwD4?RW hPDcZYzNVzO8tiot2VydOao LOAD CASE(S) Standard Uniform Loads (plf) Vert: B -D=70, D -F=-70, F -H=-70, H -t=70, O -R=-20, J -N=-20, A -B=-70 Concentrated Loads (lb) Vert: S=-79 T=-94 U=-68 f, Job Truss Truss Type Oty Pty Webb, Paul 848427379 1603-1047 C14 Calffomia 1 1 Job Reference (optional) r ® WARNING -Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Mitek® connectors. This design Is based only upon parometers shown, and is for an individual building component, not a Iruss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■.YT■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M) le k is always required la stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Ml Quality Criteria. DS6.89 and BCSI Building Component 7777 Greenback Lane Safety Information ovoiloble from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Webb, Paul PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 848427380 1603-104T D01 California Girder 1 1.15 BC 0.16 Vert(TL) -0.15 L -M >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 5 Apr ZD 2016 Mi I ek Industries, Inc. I nu Sep lb u9:35:bf Zulu rage l ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-lx2168KV5UJ55H3bC0T mqJ?CLiizp3RKOH 70yd0am 6-2-12 5.11-11 19-10-0 3-0-o s -2-o 5-1 12-6-0 14-0-6 7 5 zS0-0 28-0-0 3.0-0 5-2-0 0-7- 2 6-3� 1-6-6 a -8-t4 4 1 5-2-0 �"OScale = 1:51.3 0-7-15 0-9.11 0-3-1 4.00F1 2 3x8 = 2x4 II 3x8 = 5x1 D // '4x4 %NAILED NAILED 2x4 11 NAILED NAILED ' 8x12 = NAILED NAILED 3x4 = NAILED 4x4 Z� x 3x4 = NAILED NAILED NAILED 20 It NAILED LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.04 L -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.15 L -M >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 HOrz(TL) 0.01 K n/a We BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH Weight: 306 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=1204/0 -5 -8,K=1759/0 -5-8,H=292/0-5-8 Max Horz B=-48(LC 31) Max Uplift B=226(LC 4), K=-127(LC 4), 1­1=174(LC 5) Max Grav B=1206(LC 19), K=1759(LC 1), H=297(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2191/167, C -D=-2384/192, D -E=-1840/144, E -F=1840/144, F -G=13/715, G -H=-30/767 BOT CHORD B -N=-103/2072, M -N=-103/2068, L -M=-127/2384, K -L=-715/96, J -K=-713/101, H -J=-718/100 WEBS F -K=-1362/214, D -M=-376/155, C -M=61/750, E -L=-371/173, D -L=-567/94, F -L=-149/2620 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.131"x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 Ib uplift at joint B, 127 Ib uplift at joint K and 174 Ib uplift at joint H. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) "NAILED' indicates 3-10d (0.148'x3") or 3-12d (0.148"0.25') toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 Ib down and 89 Ib up at 6-0-0, and 90 lb down and 89 Ib up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQ?,OF E SS/ONS p, 1E0006`Fti LU LU C 75435 c rn EXP. 03/3112018 OF CAL September 15,2016 LOAD CASE(S) Standard WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED U17EK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with m1ek0connectols. This design is based only upon parameters shown, and is far an individual budding component, not a truss system. Before use. the budding designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/tPll Quality Criteria, OSB -89 and BCSI Budding Componerd 7777 Greenback Lane Safety Irdormallon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss TypeQly ' Webb, Paul �Pty 848427380 1603-104T 001 California Girder 1 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, GA a.ulu 5 Apr N 4u to mr i en inou5me5, mc. r nu aep w ua:oa. ao <v io rays c ID:Eglu_soc oyObn?TmOuxYxyfLgw-V8bgJUL7snRyi0enm7_DJ1r9yl2xiGJaZgOXfgyd0al. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 t Uniform Loads (plf) Vert: A -C=-70, C -G=-70, G -I=-70, O -R=-20 Concentrated Loads (lb) Vert: F=-14 D=-14 M= -25(F) U=-O(F)V=-190(F)W=-25(F)X=25(F) Y=-26(F)Z=-26(F)AA=-25(F)AB=-25(F)AC=-190(F)AD=-O(F) , t ® WARNING - Verfly design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M'Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �f a truss system. Before use, the building designer must verity the applicability of design poromelers and properly incorporate this design into the overall ■•Y■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. Fm general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPII OuoSy Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Infmmo8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 citrus Hei hts CA 95610 I 7 ' ® WARNING - Verfly design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M'Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �f a truss system. Before use, the building designer must verity the applicability of design poromelers and properly incorporate this design into the overall ■•Y■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. Fm general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPII OuoSy Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Infmmo8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 citrus Hei hts CA 95610 Job Truss Truss Type City (loc) I/clef! Ud L -M >999 240 L -M >999 180 J n/a We Paul1248427381 LUMBER- BRACING - M iTe k' TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [ilyIWebb, Rigid ceiling directly applied or 6-0-0 oc bracing. 1603-1047 D02 California 1 Max Uplift 13=242(LC 4), J=-150(LC 4), H=-197(LC 24) Max Grav B=1004(LC 19), J=1361(LC 1), H=336(LC 20) ESS/r7N FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:35:59 2016 Page 1 1 D:Eglu_SOc_oyD bn?TmOuxYxyfL9w-zK93Xq M Id 5ZpKaD_Jq VSsFOK K9Nm Rjgkn Km 5BGydOak 7-11-11 3.0.0 6-2-12. 114 485 485 9-11 7--2 3-0-0 0-9-11 . 'Scale = 1:51.3 5.10 \\ 4.00 12 4x4 % 2x4 II 5x10 // 4x4 G 44 = 5x10 = 4x4 = 45 = 4x5 = 2.4 11 20 11 LOADING (ps0 TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL • 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012rrP12007 CSI. TC 0.17 BC 0.25 WB 0.64 Matrix -MSH DEFL. in Vert(LL) -0.04 Vert(TL) -0.15 Horz(TL) 0.03 (loc) I/clef! Ud L -M >999 240 L -M >999 180 J n/a We PLATES GRIP MT20 220/195 Weight: 139 lb FT = 20% LUMBER- BRACING - M iTe k' TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Blr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 OF Stud/Std G Suite 109 REACTIONS. (Ib/size) B=1002/0-5-8, J=1361/0-5-8, H=317/0-5-8 Citrus Heights. CA 95610 Max Horz 13=56(LC 5) Max Uplift 13=242(LC 4), J=-150(LC 4), H=-197(LC 24) Max Grav B=1004(LC 19), J=1361(LC 1), H=336(LC 20) ESS/r7N FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 91,0F q �� � EOQO A, TOP CHORD B -C=-1485/197, C -D=-1375/221, D -E=-1180/224, E-17=1180/224, G -H=651563 O BOT CHORD B -N=-133/1346, M -N=-133/1346, L -M=-149/1359, J -K=-0951111, H -J=-495/111 WEBS E -L=-397/149, F -L=-204/1439, F -K=-729/148, G -J=-1228/192, G -K=-121/801 J tP y o C 7 54 3 5 0 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; ■�Y■ MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate M iTe k' grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 7777 Greenback Lane 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Suite 109 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Citrus Heights. CA 95610 will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 242 Ib uplift at joint B, 150 Ib uplift at ESS/r7N joint J and 197 Ib uplift at joint H. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 Ib down and 85 Ib up at 91,0F q �� � EOQO A, is O 8-0-0, and 85 Ib down and 85 Ib up at 17-0-0 on top chord. The design/selection of such connection device(s) the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. J tP y o C 7 54 3 5 0 0 LLj M LOAD CASE(S) Standard EXP. 0313112018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) A Vert: A -D=-70, D -F=-70, F-1=-70, O -R=20 Concentrated Loads (lb) Vert: U=-5 V=-5 rFItFCAUF� September 15,2016 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek* connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■�Y■ building design. Bracing indiccted is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSIMI Quality Cdterfo. DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Irsformation available from Truss Plate Institute, 218 N. Lee Street. Suile'312. Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oty Ply Webb, Paul Udefl L/d TCLL 20.0 Plate Grip DOL 1.15 848427382 1603-1047 003 California 1 1 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.17 J -L >999 Job Reference o tional SYSTEMS PLUS LUMBER GU, .. ANUtRSUN, GA o.0 iu s rspr ca cu ro mi r cn umueurea, ms.. --p '.'Jo r • ID:Eglu_SOc oyDbn?TmOuxYxyfL9w-RWjRkANNOPigykoAtYOhOSxV9ZhXA84t0_VejjydOai -3-0-0 6-2-12 9-2-0 917-11 15-0-5 1 10- Y-21 25-0-0 28-0-0 3-0-0 6-2-12 2-11-0 9-1 1 5-0-10 9-1 2-11-4 rr2-12 3-0-0 Scale = 1:51.3 5x10 \\ 5x6 4x5 = 2x4 II 3x4 = vxo 4x8 = 2x4 II. 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.05 J -L >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.17 J -L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.04 1 n/a TIM BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. PLATES GRIP MT20 220/195 Weight: 137 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2X4 DF No.t&Bir G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=1019/0 -5-8,1=1274/0-5-8,G=37810-5-8 Max Hoa B=66(LC 4) Max Uplift 13=237(LC 4), 1=-1D4(LC 5), G=-198(LC 24) Max Grav B=1019(LC 1), 1=1274(LC 1), G=413(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C= -1512/185,'C -D=-1228/188, D -E=4361131, E -F=4951126, F -G=-361425 BOT CHORD B -M=-134/1370, L -M=-134!1370, J -L=-106/1156, I-J=353f76, G -I= -353x76 WEBS D -L=-6/341, 6-J=-810/114, F -J=981957, F -I=-1181/149, C -L=-2541117 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL --1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint B. 104 Ib uplift at ESS/ ,joint I and 198 Ib uplift at joint G. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 Ib down and 65 lb up at 9?,OF Q q � T E o�O �A, is the Q 10-0-0; and 67 Ib down and 65 Ib up at 15-D-0 on top chord. The design/selection of such connection device(s) responsibility h� Q� of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.oLU C 7 54 3 5 � rn LLI rn Of LOAD CASE(S) Standard EXP. 0313112018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 • Uniform Loads (pin Vert: A -D=-70, O -E=-70, E -H=70, N-0=-20 FOFCAO September 15,2016 ® WARNING - verily design paramefers and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MI}7473 rev. 1010312015 BEFORE USE. .Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for an individual building component. not _ a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k• .is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIJI ll Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Svile 312. Alexondna. VA 22314. Suite 109 ' Citrus Heights. CA 9561D Job Truss Truss Type Qty Ply Webb, Paul LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in R48427383 1603.1047 D04 Califomia Girder 1 Vert(LL) -0.06 K -L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.37 Verl(TL) -0.20 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:01 2016 Page 1 I D: Eglu_SOc_oyDbn?TmOuxYxyfLgw-vjHpyVN?9igWauNM RFYwxgThgzOPvXUOFeFBG9ydQai -3-0-0 5-3-14 10-5-6 1-3- 13-8-15 1 1 19-11.2 25.0-0 3 0 O 5-3-14 5-1-8 -9-1 2-5.14 9-11 5/ 8 5-3-14 5x10 \\ 5x6 Scale = 1:46.9 ""O — 3x10 II ""' 8x8 = "`" 4x10 = 3x5 II HUS28-2 JUS28 'JUS28 JUS28 JUS28 A 5.3-14 5-1-8 4-1-4 ' 4-2-10 2-8-8 3.6-4 Plate Offsets (X Y)-- [B•0-2-4 Edge[ [G:04-12 Edge) (1.0-1-12 0-2-01 [K:0-3-8,0-5-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.06 K -L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.37 Verl(TL) -0.20 K -L >999 180 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.04 H n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH Weight: 498 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) G=-599/0-5-8, B=3681/0-5-8, H=7271/0-5-8 Max Horz 13=91 (LC 4) Max Uplift G=702(1 -C 19), B=626(1 -C 4), H=-1099(LC 5) Max Gray G=180(LC 12), B=3681(LC 1), H=7271(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-9785/1398, C -D=-7511/1175, D -E= -4256x722, E -F=-4546!753, F -G=-277/2026 BOT CHORD B -L=-1322/9234, K -L=-1322/9234, I -K=-104817056, H -I=-1879/284, G -H=-1879/284 WEBS C -L=-150/1844, C -K=-2236/280, D -K=-501/3729, 0-1=3648/541, E -I=-210/1469, F -I=-1015/6785; F -H=-5404/857 NOTES- (14) 1) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 Ib uplift at joint G, 626 Ib uplift at joint B and 1099 Ib uplift at joint H. 10) Use USP HUS28-2 (With 16d nails into Girder 8 16d nails into Truss) or equivalent at 6-1-9 from the left end to connect truss(es) to back face of bottom chord. 11) Use USP JUS28 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 18-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 Ib down and 66 lb up at 11-3-6, and 64 Ib down and 66 lb up at 13-8-10 on top chord. The design/selection of such connection device(s) is the QEtOF E SS/pN 1E00�s�F2 Lf LU C 75435 c m W M EXP. 03/31/2018 / *I OFCALt September 15,2016 ® WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 01111-7473re, 10103/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component• not o truss system. Before use. the building designer must verily the applicability of design parameters and properly incorporate this design into the overall ■■�•�Y■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and broperly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIfMI Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 1D9 Citrus Hot ohts. CA 95610 I Job Truss Truss Type Qty Ply Webb, Paul 848427383 1603-1047 D04 California Girder I 1 �} - J Job Reference SYSTEMS PLUS LUMBER CO. ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:36:01 2016 Page 2 ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-%iHpyVN?9igWauNMRFYwxgThgzOPvXUOFeFBG9ydQai 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-70, D -E=-70, E -G=-70, B -G=-20 Concentrated Loads (lb) Vert: L= -1323(B) 0=-8 R=-8 S=-1100(8) T=1120(B) U= -1105(B) V=1089(13) W=-1090(8) X=-1051(8) 1 (optional) 1 i; { ® WARNING - Verify design Peremefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE UX7473 rev. 10/03/2015 BEFORE USE. ali Design vd for use only with Mrlek® connectors. This design is based Doty upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design poramelers and properly incorporate this design into the overall �-�•YY building design. gracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stobilily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labrication. storage, delivery, erection and bracing of trusses and truss systems. see ANSIM11 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane - Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss TypeOry TCLL 20.0 Ply Webb, Paul TCDL 15.0 Lumber DOL 1.15 BC 0.15 BCLL 0.0 Rep Stress Incr NO 848427384 1603-1047 E01 COMMON GIRDER 1 1 TOP CHORD 2X6 OF SS G BOT CHORD 2X6 OF SS G WEBS 2X4 OF Stud/Std G Job Reference o tional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 1b 09:36:U2 2016 rage 'I ID:Eglu S_Oc_oyDbn?TmOuxYxyfL9w-NvrB9rOdvOyNB2yZ?z39TtOrHMP2eCsAUI IobydOah 3-6.0 F 7-0.0_ 1040-0 3 0 0 3 6 0 3-" 3-0-0 ' - Scale: 1/2-=1' 4x5 11 LOADING (PSQ SPACING- 2-0-0 CSI. ' TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 TCDL 15.0 Lumber DOL 1.15 BC 0.15 BCLL 0.0 Rep Stress Incr NO WB 0.09 BCDL 10.0 Code IBC2012frP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 OF SS G BOT CHORD 2X6 OF SS G WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) B=810/0-7-8, D=811/0-7-8 Max Horz B=-43(LC 31) Max Uplift 13=373(LC 4), 0=-373(LC 5) Max Grav B=815(LC 19), D=815(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1063/525, C -D=-1063/524 BOT CHORD B -F=-463/964, D -F=-063/984 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.01 F >999 240 MT20 220/195 Vert(TL) -0.02 F >999 180 Horz(TL) 0.01. D n/a n/a Weight: 46 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 Ib uplift at joint B and 373 Ib uplift at joint D. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'x325') toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 624 Ib down and 340 Ib up at 3-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -E=-70, G -J=-20 Concentrated Loads (lb) Vert: F=41(F) C=-595 M=33(F) N=33(F) Q?,OFESS/ON 1 E000ZP LU LU C 75435 c m Of X EXP. 03/31/2018 OF September 15,2016 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the opplicobi5ty of design parameters and properly incorporate this design into the overall ■■�•YY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stobility, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIOPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Iniormollon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandra. VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Oty Ply Webb, Paul Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 G >999 . 240 MT20 220/195 TCDL 15.0 848427385 1603-104T E02 Common 1 1 WB 0.06 Horz(TL) 0.00 C We n/a ' Code IBC2012frPI2007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA b.010 s Apr zu zulb Mi I ek Inauslrles, Inc. I nu bep la u9:sb:uz zuio rage i ID:EgIu_SOc_oyDbn?TmOuxYxyf L9w-NvrB9rOdvOyN B2yZ?z39TtDtI M OFeD NAU I_IobydOah 3-6-0 r 7-0-0 3-6-0 3-6-0 • Scale = 1:13.0 4.5 II B 4.00 12 A 3x4 = 3-Er0 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 G >999 . 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.01 D >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 C We n/a BCDL 10.0 Code IBC2012frPI2007 Matrix -MSH Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 OF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Slud/Std G REACTIONS. (Ib/size) A=315/0-7-8, C=315/0-7-8 Max Horz A=19(LC 8) Max Uplift A>35(LC 4), C=-35(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-521/56, B -C=-521/55 BOT CHORD A -D=-28/481, C -D=-28/481 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed;. MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint A and 35 Ib uplift at joint C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I Q?,pF ESS/0N na-77 LUmOf V** / OF CAS\F" September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MX7473 rev. 1OM312015 BEFORE USE. Design vo6d for use only with M'lek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design paromelers and property incorporate this design into the overall �I building design. Bracing indicated into prevent buckling of individual truss web and/or chord members only. Additional lemporory and permanent bracing M iTe k• u of voys required for stability and to prevent collapse with possible personal injury and Property damage. For general guidance regarding The fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSIM11 Quality Cdlerla, DSB-89 and BC31 Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 I Job Truss Truss Type Oty Paul848427386 4 6 0 2-9-3 • Scale = 1:43.7 [ly1Webb, NAILED NAILED 1603-1047 Hot JACK -OPEN 2 P NAILED G F NAILED E O Jab Reference (optional) r SYSTEMS PLUS LUMBEK GU, ANDERSON, GA 8.0 16 s Apr to 2016 Mirex mausmes, rna. Thu Sup I a 09:36:03 cu w rage r ID:Egiu SOc oyDbn?TmOuxYxylL9w-r5PZMBPFgK4EpCXIYga005Zy?mhCNgaJiyklKlydQag 4 6 0 2-9-3 • Scale = 1:43.7 2.83 12 NAILED NAILED . 40 1 Q J j H 1 P NAILED G F NAILED E O NAILED r NAILED D _ e e C B A 3x8 = K �2-13 2-9-3 Plate Offsets (X Y)- [B:0-8-1.0-0-21 LOADING (psB SPACING- 2.0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL '20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 N >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.01 N >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 B n/a We BCDL 10.0 Code IBC2012frP12007 Matrix -MSH Weight: 52 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 OF Stud/Sid G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length) J=Mechanical, B=0-7-6, K=Mechanical, K=Mechanical. (lb) - Max Horz B=207(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) J, K, K, D, E, F, G. I except 8=-293(LC 4), C=216(LC 18) Max Grav All reactions 250 Ib or less at joints) J, K, D, E, F. G, I except B=694(LC 1), C=363(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D, E, F. G, I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, K, D, E. F. G, I except (jt=1b) B=293, C=216. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F, G, I. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -J=70, K -L=-20 Concentrated Loads (lb) Vert: C= -252(F=61) 0=1(8) Q= -19(B) Q?,pFESS/pN iEOpps c<2 6) LU w C 75435 c m tY � EXP. 03/31/2018 OF CAL September 15,2016 ® WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MFek9 connectors. This design is based only upon parameters shown, and is far on Individual building component, not a truss system. Before use. the building designer must verify the applicability of design poromelers and property incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• l is always required for stoblih and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems. see ANSIM11 QuaBly Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Paul ' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 R48427387 reb.b 1603-1047 H02 DIAGONAL HIP GIRDER 1 1 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 K n/a n/a K except at --lb) B=272, C=119.FESS/ b Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Jul 7 2016 MiTek Industries, Inc, Thu Sep 15 08:58:42 2015 Page 1 ID:Eglu SOc_oyDbn?TmOuxYxyfLgw-L6IFURNhpEMtsEuiNye47LRPXmGZnTEE1zUCu6ydPNB 2-9-3 286-14 r 4.6-0 2-9-3 25-9-11 NAILED NAILED E NAILED D NAILED C O B MSUPPORT 3x8 = 2.83 12 NAILED NAILED K L NAILED NAILED 4x4 NAILED H , NAILED Scale = 1:65.5 Plate Offsets (X Y) - [B:0-8-1,0-0-61 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; LOADING (psi) SPACING- 2-0-0 L CSI. DEFL. in (loc) I/deo Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.03 M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.06 M >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 K n/a n/a K except at --lb) B=272, C=119.FESS/ BCDL 10.0 Code IBC2012/fP12007 Matrix -MSH 9) truss accordance with section and "NAILED" 2-12d toe For details to MiTek's ST Detail. Weight: 76 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 OF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase=1.15 be installed during truss erection, in accordance with Stabilizer Uniform Loads (plf) Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) B=0-7-6, C=Mechanical, H=Mechanical, 1=Mechanical, J=Mechanical, K=Mechanical. Concentrated Loads (lb) Vert: D= K=29(F) 0=-252(8=61) (lb) - Max Harz B=304(LC 4) -1(F) Max Uplift All uplift 100 Ib or less at joint(s) F, D, E, G, H, I, J, K except B=-272(LC 4), C=-119(LC 8) Max Grav All reactions 250 Ib or less at joints) F, D, E, G, H, I, J, K except B=803(LC 1), C=306(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F, D, E. G. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, D, E, G. H, I, J, K except at --lb) B=272, C=119.FESS/ ONq 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F, D, E, G. This is designed in the 2012 International Building Code 2306.1 referenced standard ANSI/TPI 1. QPRQ I EODO !� 9) truss accordance with section and "NAILED" 2-12d toe For details to MiTek's ST Detail. Q� 2C 10) indicates 3-10d (0.148"x3') or (0.148"x3.25") -nails. more refer -TOENAIL �✓� �� S� 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. w C 75435 LIJrn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase=1.15 EXP. 03/31/2018 Uniform Loads (plf) * Vert: A -K=-70, K -L=-30, M -N=-20 Concentrated Loads (lb) Vert: D= K=29(F) 0=-252(8=61) 9 rF -1(F) )F CA`1 September 15,2016 ® WARNING - Verify design parameter; and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not o truss system. Before use. the budding designer must verily the applicability of design parameters and property incorporate this design into the overall ■.Y■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' 'n always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Cdtedo. DSII -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 848427388 1603-1047 H04 JACK -OPEN 2 1 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.01 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANUERSUN, GA o.u1u s Apr to zuio Ivr i ex mousmes, Inc. i nu aep is ua:ao:ua cu io rage r ID:Eglu_SOc_oyDbn?TmOuxYxyfL9woUXKnIRWCxKy2Vh8g5cs5W elVaNcra4cAGDPPwydOae 22-3-15 _ 2-13 19-6-12 r 2.83 12 NAILED NAILED NAILED J S 4x4 = I R (NAILED G H O NAILED F NAILED E P NAILED D C B d A L 3x8 = Scale = 1:55.6 NAILED T K LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 O >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.01 O >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 B n/a n/a BCDL 10.0 Code IBC2012rrPI2007 Matrix -MSH Weight: 65 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Gt=length) B=0-7-6, L=Mechanical, L=Mechanical, L=Mechanical. (lb) - Max Horz B=255(LC 4) Max Uplift All uplift 100 Ib or less at joints) L, L, L, D, E, F, H. I except B=-280(LC 4), C=-216(LC 18), J=256(1-43 5) Max Grav All reactions 250 Ib or less at joint(s) L, D, E, F, H, I except B=695(LC 1), C=361 (LC 22), J=668(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D, E, F. H, 1, J. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) L, D, E. F, H, I except Gt=1b) 8=280, C=216, J=256. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F, H, I, J. 9) "NAILED" indicates 3-10d (0.148'x3') or 2-12d (0.148'0.25') toe -nails. For more details refer to MiTeles ST -TOENAIL Detail. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -K=70, L -M=-20 Concentrated Loads (lb) Vert: C= -252(F=61) P= -1(B) T= -9(B) Q?,pFESS/ON � p T E 000sp c<2 LUw C 75435 c rn EXP. 03/3112018 OF CALF September 15,2016 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with M1ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not o truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■■�.YY■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems. see ANS11TPII Qualiy, Criteria, OSB -89 and BCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandra, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul LOADING (ps[) SPACING- 2-0-0 CSI. 848427389 1603-104T HOS JACK -OPEN 2 1 TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 R Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, GA a.uiu s Fpr zu tufo mi t en inausmes, mc. i nu aep to ua:ao:uo cu io raga r ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-Gg4i?DR8zFSpgfGKEo75ejATE_ivalKmOwyyxMydOad -0.6-0 2-9-3 22-3-15 2-9-3 1912 r NAILED NAILED E C S D B A O 3x8 = 410 NAILED U I NAILED GH T F 2.83 12 NAILED NAILED Vy V J NAILED NAILED YM N NAILED L X ^ K Scale = 1:69.0 Special Plate Offsets (X Y)— [B:0-8-1,0-0-21 LOADING (ps[) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 R >999 240 MT20 220/195 TCOL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.01 R >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 M n/a n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Weight: 80 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except (jt=length) 8=0-7-6, O=Mechanical, K=Mechanical, M=0-3-8, L=0-3-8. (1b) - Max Horz 8=320(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) O, K, C, D, E, F, H, I, L except 8=-261(LC 4), J=-110(LC 4), M=106(1_C 4) Max Grav All reactions 250 Ib or less at joint(s) O, K. C, D, E, F, H, I, L except B=694(LC 1), J=275(LC 1), M=261(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D, E, F, H, I, J. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) O, K, C, D, E, F, H , I, L except (jt=1b) B=261, J=110, M=106. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F, H, I, J, M, L. 9) "NAILED' indicates 3-10d (0.148'x3') or 2-12d (0.148'x3.25') toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 Ib down and 28 Ib up at 32-5-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -N=-70, O -P=-20 Concentrated Loads (lb) Vert: N= -67(F) Y= -16(F) QFtOF ESS/pN EOpos�F2� LU C 75435 c Owf rn *� EXP. 03/31/2018 l* OF CAS September 15,2016 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/07/2015 BEFORE USE. Design volid for use only with MrlekS connecton. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the budding designer must verity the opplicats8y, of design poromelers and property incorporate this design into the overall ■.Y■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricorion. storage. delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suile 312. Alexandria, VA 22314. Suite 1o9 Citrus Hei his CA 95610 Job Truss Truss Type Oty Paul LOADING (psf) SPACING- 2-0-0 848427390 1603-104T H06 - JACK -OPEN 2 [yWebb, - 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 Job Reference (optional) SYS I tMb PLUS LUMbtK LU, ANUrmbun, UA ' — -'v-- —.- , ..y., • ID:Egl4_SOc_oyDbn?TmOuxYxylL9w-kse4CZSmkYaglpgWnWeKAwje N28JUZvdZiWTpydOac -4-6-0 2-9-3 _ r r 4-6-0 I 2-13 - A i 2.83 12 E D L C B - 3x8 = H F G Scale: 3/8'=1' Plate Offsets (X Y)- [B:0 -8 -1,U -U-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 K >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.01 K >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 B n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 39 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length) B=0-7-6, H=Mechanical, H=Mechanical, H=Mechanical, G=Mechanical. (lb) - Max Horz B=155(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) H, H, H, G, C, D, E, F except 8=-307(LC 4) Max Grav All reactions 250 Ib or less at joint(s) H, G, C, D, E, F except B=694(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (10) 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D, E, F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H, G, C, D. E, F except Qt=lb) B=307. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 Ib down and 88 Ib up at 4-2-8, and 67 Ib down and 28 Ib up at 15-6-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASES) Standard ' 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: H-1=-20, A -G=-70 Q?,pF ESS/ply �rcj�)� sF�� n OfCrn18L* , OF September 15,2016 ® WARNING - Verlry des/9n Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE U11.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorpaote this design into the overa0 pro iii building design. Brocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(Mll Quality CrIfedo, OSB -B9 and BCSI Building Component 7777 Greenback Lane Safety Informo8on available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oty DEFL. Webb, Paul (loc) I/deb Ud TCLL 20.0 Plate Grip DOL [ly� - 848427391 Vert(LL) 1603-1047 H07 JACK -OPEN 2 1 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.01 H >999 Job Reference (optional) BCLL 0.0 SYSTEMS PLUS LUMBER GO, ANut= SUN, GA 8.00 s Apr 2u 2016 Mt i ex indusmes, mc, r nu.aep ro u9s6:06 26 16 rage I I D: Eglu_SOc_oyDb n?TmOuxYxyfL 9w-03CSQvT OVsiXvz PiLDAZj8 GpknON 2xp2sD R3? FydOab -4-6r0 2-9-3 r 4-6-0 2-9-3 - ° Scale = 1:18.5 NAILED I D jI 2.83 12 C 1 j o r B A 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 H >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.01 H >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 B n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD BOT CHORD 2X4 DF Stud/Std G BOT CHORD REACTIONS. All bearings Mechanical except Qt=length) B=0-7-6, D=Mechanical, C=0-1-8. - (lb) - Max Horz B=95(LC 4) Max Uplift All uplift 100 Ib or less at joints) E, E, E. D, C except B=-324(LC 4) Max Grav All reactions 250 Ib or less at joint(s) E, D, C eikcept B=694(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 220/195 Weight: 25 Ib FT = 20% Structural wood sheathing directly applied or 2-9-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, D, C except Qt=lb) B=324. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) *NAILED* indicates 3-10d (0.148"x3') or 2-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is; void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: E -F=-20, A -D=-70 Concentrated Loads (lb) Vert:I=-62(B=-31) Q?'OF ESS/o 1E00�s�F� Q C 75435 c M ��1/2018 \OFCA& September 15,2016 ® WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with nNTek® connectors. This design is based only upon parameters shown, and is for on individual building component. not . a truss system. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicoied is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabricotion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Irsfama8on available frcm Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Webb, Paul 2-9 3 _ Plate Offsets (X Y)— [13:0-84,0-0-21 848427392 1603-104T H08" JACK -OPEN 1 1 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 P >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANUERSUN, GA b.ulu s Apr zu zulo MI I en industries, Inc. I nu aep to ua:ao:uo zulo rage I ID: Eglu_SOc_oyDbn?TmOuxYxyfL9w-C3CSOvTOVsiXvzPiLDAZj8GpknON2xp2sDR3?FydOab i =M02 22-3.15 r 4-6-0 1 2-9-3 - 19-6.12 - r t Scale = 1:53.0 2.83 12 K L 4x4 G J 1 G H F s E D C B — A L% M 3x8 = . �2-3 r 2-9 3 _ Plate Offsets (X Y)— [13:0-84,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 P >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) 0.01 P >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 B . We n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 63 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 OF Stud/Sud G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0.1-8 except 01=length) 6=0-7-6, M=Mechanical, K=Mechanical, K=Mechanical. (lb) - Max Harz B=249(LC 4) Max Uplift All uplift 1001b or less at joints) M. K, C. D, E, F, G, I, J except B=-281(LC 4) Max Grav All reactions 2501b or less at joints) M, K, K, C, D, E, F, G, 1, J except B=694(LC 1) FORCES. (Ib) - Max. Comp:/Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D, E, F, G, 1, J. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) M, K, C, D, E, F, G, 1, J except 0t=1b) B=281. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) K, C, D. E, F. G, I, J. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ??,OFESS/ON 1E00�n-F� P F c o C 75435 c M LU EXP. 03/31/2018 OFCAO September 15,2016 ® WARNING - Vedly dellen parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 01,111-7173 rev. 10/03MIS BEFORE USE. Design valid for use only with AN'Tek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■.Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSIMI Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ' Citrus Heights, CA 95610 Job Truss Truss Type OtyPly, in Webb, Paul I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 848427393 1603-104T H09 RAFTER 1 1 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr ZO 2018 MiTek Industries, Inc. f hu Sep lb 09:38:09 2018 Nage 1 I D: Eglu_SOc_oyDbn?TmO uxYxyfL9w-gFmgd FUOGAgOX7_vvxhoGLo41 Bq? n O3C 5tBcYhydOaa 3.3-4 I 6-2-15 3.3.4 2-11-11 A Scale = 1:12.3 r Z LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 B -C X999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 B -C >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 Code IBC2012fTP12007 Matrix -MSH Weight: 14 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G ' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=104/0 -3 -8,C=110/0 -3-8,B=210/0-3-8 Max Harz A=52(LC 5) Max Uplift A=28(1_C 5), C=47(LC 5), B=-83(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 9 NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable and zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C, B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, C, B. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3-25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70 Concentrated Loads (lb) Vert: E= -8(F) ' Q?,OF ESS/ON R -,Q19 SEOp�61 c UJ LU C 75435 c M EXP. 03/31/2018 ' yTFOF � 1 O September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE AfX7473 rev. 10X32015 BEFORE USE. Design valid for use only with nAfTelaG connectors. This design is based only upon parameters shown, and is for an individual building component, not o truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall i•�` building design. Bracing indico-ed is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIITP11 OuaBty Cdteda, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexondno, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul - R48427394 1603-104T H10 RAFTER 1 1 Job Reference (optional) SYSTEMS PLUS L1JMI3tK L;V, ANUtKSUN, LA 2.6-1 A 8-010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:36:09 2016 Page 1 t ID:Eglu_SOc_oyDbn?TmOuxYxylL9w-gFmgdFUOGAgOX7 vvxhoGLo49Bq?nO3C51BcYhydOaa 4-&9 2-2-8 Scale = 1:10.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0-02 Vert(LL) -0.00 A >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00. C nla n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=77/0 -3 -8,C=77/0 -3-8,B=155/0-3-8 Max Harz A=39(LC 5) Max Uplift A=211 (LC 5), C=-30(LC 5), B=-61 (LC 5) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. s NOTES- (6) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joini(s) A, C, B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, C, B. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1 ?,()FESS/pN TEOp�s�F2 LU LU C 75435 c rn EXP. 03/3112018 •rOF�A��•-- September 15,2016 ® WARNING - Verilydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 re, 1010312015 BEFORE USE. Design voW for use only with rvtrlek® connectors. This design is based only upon parameters shown, and is for on individual building component. not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporote this design into the overall i•Y■■■ building design. Bracing indicated is to prevent buckling of individual tens web and/or chard members only. Additional temporary and permanent bracing M illi k` is always required for slobiliy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIMI Quality Criteria. DSO -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 9561D i Job Truss Truss Type OtyPly C NAILED Webb, Paul H D J . 1 v 848427395 1603-104T H11 RAFTER 1 1 10-4-2 LOADING (psi) SPACING- 2-0-0 CSI. Job Reference (optional) SYS I tM5 NLU5 LUMbtK UU, ATVUtKSUN, UA _V. — --- ^ -.1 ­ ­­'oyo ID:EOLu_SOc_oyDbn?TmOuxYxylL9w-8RKDgaUe1 TyF9GZ5TeC i oZLFYbAEW rJLJXwA48ydOaZ 2-5.5 5-0-5 7-5.2 10-4-2 2-5.5 2-7-0 2-4-13 2-11-0 Scale = 1:16.8 NAILED A F B NAILED 2.83 112 G C NAILED H D J . 1 v o_ ( E • o 1� 10-4-2 10-4-2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 D -E >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 D -E >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 E n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH Weight: 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-3-8. (lb) - Max Harz A=88(LC 5) Max Uplift All uplift 100 Ib or less at joints) A, E, C, B, D Max Grav All reactions 250 Ib or less at joint(s) A, E, C, B, D FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vull=l 10mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E, C, B, D. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, E, C, B, D. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25`) toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 7) In the LOAD CASE(S) section, loads applied 10 the face of the truss are noted as front (F) or back (B). 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads Vert: A -E -E=70 Concentrated Loads (lb) Vert: F= -48(F) H= -14(F) Q1,()FESS/ON Q q� T EO�0 F, �Q�' Q sF �� w C 75435 c ro LIJ rn Of EXP. 03/31/2018 ,60F September 15,2016 ® WARNING - Verify design paramefers end READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MIl-7/73 rev. 10/0.31015 BEFORE USE. Design valid for use only with MTTek® connectors. This deign is based only upon parameters shown, and is for an individual building component. not a truss system. Before use. The building designer must verity the applicability of design parameters and properly incorporate this design into the overall ` ■ building design. Bracing indicated is to prevent buckring of individual tens web and/or chord members only. Additional temporary and permanent brocing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of Trusses and truss systems. see ANSI(rPll Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Irdorma8on available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 F Job Truss Truss Type Qty TCLL 20.0 Paul848427396 TC 0.07 TCDL 15.0 Lumber DOL 1.15 �Ply1Webb, BC 0.00 1603-104T H12 RAFTER 1 Code IBC2012frP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G Job Reference (optional) 5Y5 I tMb FLUS LUMatK LL), ANUtKZ)UN, UA • _pr < iv r ,,,—F , ,.. oyo , ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-ceub2wVHon46mQ8HOMjGLffm w?WTFlZV 9jcaydQaY 'i 3.3.10 } 6-10-12 3-3-10 3-7-2 A D LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 TCDL 15.0 Lumber DOL 1.15 BC 0.00 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IBC2012frP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G REACTIONS. (Ib/size) A=191/0 -3 -8,C=116/0 -3-8,B=304/0-3-8 Max Horz A=58(1_C 5) Max Uplift A=33(LC 5), C=45(LC 5), B=-104(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:13.1 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.00 A -B >999 240 Vert(TL) -0.01 A -B >999 180 Horz(TL) 0.00 C n/a We Weight: 15 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C except (jt=lb) B=104. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, C, B. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 Ib down and 43 Ib up at 0-6-12, and 71 Ib down and 62 Ib up at 3-4-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)` Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70 Concentrated Loads (lb) Vert: B=-02 D=-86 d I Q�OF ESS/ON ���� �0 i E 000 �c<2 LIJ wP C 75435 Fc M EXP. 03/31/2018 / OF September 15,2016 ® WARNING - Verify design pammefels and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AffP7473 rev. 10/03/2015 BEFORE USE. �e Design valid for use only with mTekO connectors. This design is based only upon parameters shown, and is for on individual building component, not ®� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■■■��.��Y building design. Bracing indicated is to prevent buckring of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of tenses and truss systems, see ANSI(TPII OuaBly Criteria, OSB -89 and BC51 BuOding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandna. VA 22314. -Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Webb, Paul Plate Grip DOL 1.15 TC 0.14 G TCDL 15.0 848427397 1603-104T H13 RAFTER 1 1 WB 0.00 Horz(TL) 0.00 F n/a n/a _ Code, IBC2012lrP12007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUM13EK GU, ANUtKSUN, GA- o.0 iU s Apr [u [U to M11 eK moumnes, mc, r nu aep is um: o. r r cu ro rage i ID: Eglu_SOc_oyDbn?TiTiOuxYxyfL9w-ceub2wV Hon46mQ8HOMjGLmuOr?WTFIZVYBgjcaydOaY i i-10-8 3-10.11 7-11-2 11-2-3. s 16-1-12 4-0-71-101 2-0-3 47 3-3-1 4.11-9 Scale = 1:26.3 A SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 8 TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 G C 2.83 112 0 E NOTE: NOT DESIGNED FOR ANY ADDITONAL LOADS. LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.01 E -F >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.04 E -F >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 F n/a n/a BCDL 10.0 Code, IBC2012lrP12007 Matrix -MSH Weight: 36 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood 'sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-3-8 (Ib) - Max Harz A—l39(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) F, D, C, B except E=109(LC 5) Max Grav All reactions 250 Ib or less at joint(s) A, F, D, C, B except E=277(LC 1) r FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, D, C, B except Qt=1b) E=109. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, F, D, C. B. E. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-70 f Q?,OFESS/pN ' SEOp�s-leF2 LU LU C 75435 c m Of � EXP. 03/31/2018 OF � September 15,2016 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with tvliTeM connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brocing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabricofion. storage, delivery, erection and bracing of trusses and truss systems. see ANSIJI'll Quality Criteria. OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandra. VA 22314. Suite log Citrus Heights;. CA 95610 Job ' Truss Truss Type Qty Ply Webb, Paul Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 D >999 240 TCDL 15.0 R48427398 1603-1047 H14 RAFTER 1 1 WB 0.00 Horz(TL) 0.00 E n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUMBER CO. ANUEK51UN, CA ox iu s l 1pr cu cu io mr 1 en muusums, mu. I flu ,yep io —Ju r ID:Eglu SOc_oyDbn?TmOuxYxylL9w-5q SzFGWvZ5CzOajUa3EVt_QbGOsi_tpenrPH90ydOaX • 1.11-12 4-4-11 60-11 8-5-13 1-11-12 2-4-15 1-8-0 2-5-2 A F Scale: 3/4"=I* LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 D >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 D -E >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 E n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 19 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-3-8 (lb) - Max Harz A=72(1_C 5) Max Uplift All uplift 100 Ib or less at joint(s) A, E, C, B, D Max Grav All reactions 250 Ib or less at joint(s) A, E, C, B, D FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E, C. B, D. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, E, C, B, D. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASES) Standard t) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase=1.15 Uniform loads (plf) Vert: A -E=-70 Concentrated Loads (lb) Vert: F=-31 Q?,OF ESS/ON 1E000s�F�� LU LU C 75435 c rn EXP. 03131/2018 OF September 15,2016 ® WARNING - Verily des/9n parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE U11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for on individual buBding component, not - a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■■�•��■■■ building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k• u always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems. see ANSIJPI1 Quality Critedo, 058-89 and BC51 Building Component 7777 Greenback Lane Safety Irdormatlon. ovoilable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria" VA 22314. Suite 109 Citrus Heights, CA 95610 n Job Truss Truss Type Oty DEFL. • Webb, Paul (loc) Udeff . L/d TCLL 20.0 [ly� 848427399 1603-104T J01 JACK 8 1 240 TCDL 15.0 ' 1.15 BC 0.41 Vert(TL) Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:12 2016 Page 1 ID:EgIu SOc oyDbn?TmOuxYxyfL9w-5gSzFGWvZ5CzOajUa3EVt OZmOmG IpenrPH90ydOaX -3-0-0 3.3-2 6-0-0 + . I 3-0-0 - 3-3-2 �2-8-14 Scale, 1:16.9 4.00 F12 — B 4x5 C SUPPORT I I I I I I I I H I NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. • in (loc) Udeff . L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.15 D -G >479 240 TCDL 15.0 Lumber DOL 1.15 BC 0.41 Vert(TL) -0.17 D -G >412 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 B n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH LUMBER- BRACING. r I� 0 D PLATES GRIP MT20 220/195 Weight: 20 lb FT = 20% t TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) B=412/0-3-8, D=16/Mechanical Max Harz B=72(LC 4) Max Uplift 13=151(1-C 4), D=-14(LC 19) Max Grav B=412(LC 1), D=112(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.OpsF h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except (jt=1b) B=151. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, D -E=-20 Concentrated Loads (lb) Vert: H=39(F) Q�pF E SS/pN �F s�F� G) UJ c M 18 September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MfJEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the building designer must verify the opplicobility of design parameters and property incorporate this design into the overog building design. - Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always requved for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIIWII Dually Cdtedo, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Infwma8on cvoaable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Mexandno. VA 22314. Suite 109 Citrus Heights, e' Ms CA 95610 Job Truss Truss Type 2-0.0 CSI. Paul1748427400 floc) I/deb Ud PLATES GRIP TCLL 20.0 [ly1Webb, 1.15 1603-104T J01A JACK �Oty 1 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.14 D -G >451 180 Job Reference (optional) JYJ I tMJ YLUJ LUMI71=11 UU, . Aniut HJUn, kA -3-0-0 3-0-0 4.00 12 A _F. .—,.,,, ...,, ..o.., ... ...., op .- ... . I D: Eglu_SOc_oyD bn?T mOuxYxylL9w-ZO?LTcXXK OKp Ok Ig8nl kO BzkV o5OjC2n? V 9ghSydQa W 2-8-1_ 5-0-15 , 2-8-1 2-8-14• Scale = 1:15.8 C SUPPORT e H I Special NAILED 4x5 = D LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in floc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.13 D -G >486 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.14 D -G >451 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 B We n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Weight: 19 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins. BOT CHORD 2X4 OF No. I&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) B=389/0-3-8, D=-7/Mechanical Max Harz B=72(LC 22) Max Uplift 13=166(LC 4), D=-51 (LC 19) Max Grav B=389(LC 1), D=130(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except 611=1b) B=166. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTews ST -TOENAIL Detail. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 Ib down and 154 Ib up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, D -E=-20 Concentrated Loads (Ib) Vert: H=73(B) Q?ypF ESS/0�, S E Op0s �F� LI LIJw C 75435 c rn EXP. 03/31/2018 TFOF CAUL September 15,2016 ® WARNING - Verify design parameters rind READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE MII-7473 rev. 18/8317015 BEFORE USE. Design valid for use only with IvM'TekO connectors. This design is based only upon parameters shown, and is for on individual building,component, not o truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Mexandrio, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Tnlss Truss TypeCity CSI. Ply Webb, Paul (loc) I/defl Ud ,TCLL 20.0 - Plate Grip DOL R48427401 1603-104T J01B JACK 1 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.20 Job Reference o liana/ I SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:14 2016 Page 1 ' A ID:Eglu_SOc_oy0bn?TmOuxYxylL9w-1 DZjgyY95iSgdutsiUGzyPWvhCO7SOxE9uNDvydOaV 2-8.1 5-4-15 2-8-1 2$14 r Scale = 1:10.2 , 4.00 12 B LOADING (psf) SPACING- 2-0-0 CSI. DEFL. ' in (loc) I/defl Ud ,TCLL 20.0 - Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.06 C F >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.20 C -F >329 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) 0.01 A nla n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH LUMBER- BRACING - PLATES GRIP MT20 220/195 Weight: 12 Ib FT = 20% TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins. BOT CHORD 2X4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) A=214/0-3-8, C=106/Mechanical Max Horz A=22(LC 4) Max Uplift A=-43(LC 4) Max Gray A=214(LC 1), C=132(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 Ib down and 98 Ib up at 1-11-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. " LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) . Vert: A -B=-70, C -D=-20 Concentrated Loads (lb) Vert: B=-114 G=39(F) N. Q?pF ESS/04V ��� �s TEOpOs�F� U LU C 75435 0 rn EXP. 03/31 /2018 1* *, I OF September 15,2016. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NI}7473 rev. 10/03/201S BEFORE.USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on Individual building component, not a buss system. Before use, the building designer must verify the applicability of design porometers and properly incorpaate this design into the overall �i�•YY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brocinp. of trusses and truss systems. see ANSI/TFII Quality ly Criteria, DSB-89 and SCSI Building Componerd 7Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Suite tog Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Webb, Paul ' I/defl Ud TCLL 20.0Plate Grip DOL R48427402 1603-1047 J02 ROOF SPECIAL 8 1 240 TCDL 15.0 Lumber DOL 1.15 BC '0.09 Vert(TL) Job Reference (optional) SYS I tMS PLUS LUMIStK (:U, ANUtKZ1UM, UA o.0 iv a nVr iv < ' rv,r, cn ,,,vwu,w, ,,,,,, ,,,,,,,cr — ,1 ­­ .. 1., . - ID:Eglu_SOc_oyDbn?TmOuxYxyfl-gw-1 DZ)gyY95iSgdutsiUGzyPWudCWnSIUxE9uNDvydQaV 3.5-0 3-11-11 6-0.0 3-0-0 3-5-0 0 6 11 2-0-5 Scale = 1:17.4 5x8 \\ 0 LOADING (psQ' SPACING- Z_QO CSI. DEFL. in (loc) I/defl Ud TCLL 20.0Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 F >999 240 TCDL 15.0 Lumber DOL 1.15 BC '0.09 Vert(TL) -0.01 F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 E nla n/a BCDL 10.0 Code IBC20121rPI2007 Matrix -MSH LUMBER- BRACING - PLATES- GRIP MT20 220/195 Weight: 33 Ib FT = 20% TOP CHORD 2X6 DF SS G *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, C -D: 2X4 DF No. 18Btr G except end verticals. BOT CHORD 2X4 DF No. 18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) B=527/0-5-8, E=210/Mechanical Max Horz B=64(LC 4) Max Uplift 8=183(LC 4), E=-23(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-261/0 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E except (jt --lb) 8=183. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q,?,pFESS/ON ����� TEOpOs�Fyc a C 75435 m Of w c X *\ EXP. 0-I 8 September 15,2016 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mlek® connectors. This design B based only upon parameters shown, and is for on individual building component• not o truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for slability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage. delivery, erection and bracing of trusses and truss systems. see ANSIMII Quality criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Mexandna. VA 22314. suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Ory DEFL. Paul848427403 I/deft Ud TCLL 20.0 Plate Grip DOL [ly1Webb, TC 0.17 1603-1047 J02A ROOF SPECIAL 1 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 F >999 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANDERSON, GA a.0 ru s rapr [v [v ro mi r en uwuaurnn, I"'. .�cp r ID:EgIu_SOc_oyDbn?TmOuxYxyfL9w VP76uIYnsObXF2S3FBoCVc23NcsBBS 4TpexlLydQaU 3-5-0 3-11-11 5.4-15 - 3-0-0 3-5-0 0-6-11 1-5-0 Scale = 1:16.3 3-5-0 54-15 3-5-0 r 1-11-15 Plate Offsets (X Y)— [B:0-1-2 Edael LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 1 >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 E n/a n/a BCDL 10.0 Code IBC2012lTPI2007 Matrix -MSH LUMBER- BRACING - PLATES GRIP - MT20 220/195 Weight: 30 lb FT = 20% TOP CHORD 2X6 DF SS G 'Except' TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, C -D: 2X4 DF No. I&8tr G except end verticals. BOT CHORD 2X4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G r REACTIONS. (Ib/size) 8=507/0-5-8,E=177/Mechanical Max Horz B=64(LC 4) Max Uplift 9=182(1_C 4), E=-17(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E except Qt=1b) B=182. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pFESSIpN 1EOp�s�F� LU LU C 75435 c M EXP. 03/31/2018 September 15,2016 ® WARNING- Verify design paremet— and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE UX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lemporary and permanent bracing M iTe k' is ohvoys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI(TPII quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety I.,na8on available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Suite 109 Citrus He' Ms CA 95610 PIE Job Truss Truss Type Oy Ply Webb, Paul ' 1-11-15 LOADING (psi) SPACING- 2-0-0 CSI. /248427404 1603-1047 J02B ROOF SPECIAL 1 1 TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 E Job Reference (optional) SYSTEMS PLUS LUMBER GO. ANDERSON, CA 8.010 s Apr 20 Zolb MI I ex Inauslnes, Inc. I nu sep 1b u8:3a:1b Zu1b rage 1 ID:Eglu_SOc_oyDbn?TmOuxYxylL9w-VP76ulYnsObXF2S3FBoCVc24dcsBB484TpexlLydOaU 3-5-0 3.11-11 54-15 3-5-0 0-6-11 1-54 A; 5x8 \\ 3x4 = 3x4 = Scale = 1:12.6 LUMBER- BRACING - TOP CHORD 2X6 DF SS G 'Except' TOP CHORD B -C: 2X4 DF No. 1&Blf G BOT CHORD 2X4 DF No.1&Btr G BOT CHORD WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=270/0-5-8, D=343/Mechanical Max Hoa A=42(LC 7) Max Uplift A=-06(LC 4), D=-78(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-006/81 BOT CHORD A -E=-07/379, D -E=-71/372 WEBS B -D=-038/96 Structural wood sheathing directly applied or 5-4-15 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opst; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 Ib down and 55 Ib up at 4-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pli) Vert: A -B=-70, B -C=-70, D -F=-20 Concentrated Loads (lb) Vert: 1=-139 99,0FESS/ON ��O TEOp�s�F2 LU W C 75435 c m X EXP. 03/31/2018 OF September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for on individual building component, not _ a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW k• is alwoys required for stability and to prevent collapse with possFole personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSIfFPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety tnfarma8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus He Ms CA 95610 3-5-0 1-11-15 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 E >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 E -H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 D n/a n/a BCDL 10.0 Code IBC2012/.TP12007 Matrix -MSH Weight: 24 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G 'Except' TOP CHORD B -C: 2X4 DF No. 1&Blf G BOT CHORD 2X4 DF No.1&Btr G BOT CHORD WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=270/0-5-8, D=343/Mechanical Max Hoa A=42(LC 7) Max Uplift A=-06(LC 4), D=-78(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-006/81 BOT CHORD A -E=-07/379, D -E=-71/372 WEBS B -D=-038/96 Structural wood sheathing directly applied or 5-4-15 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opst; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 Ib down and 55 Ib up at 4-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pli) Vert: A -B=-70, B -C=-70, D -F=-20 Concentrated Loads (lb) Vert: 1=-139 99,0FESS/ON ��O TEOp�s�F2 LU W C 75435 c m X EXP. 03/31/2018 OF September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for on individual building component, not _ a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW k• is alwoys required for stability and to prevent collapse with possFole personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSIfFPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety tnfarma8on available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus He Ms CA 95610 JobTruss Truss Type 113:0-0-14 Edgel Ply Webb, Paul SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud �Oty TCLL 20.0 R48427405 1603 -104T 103 Jack -Closed 8 1 BC 0.46 - Rep Stress Incr YES WB 0.00 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANUtKSUN, GA -3.0-0 3-0-0 A a.0 ru s Hpr zv zv ro mr r eR rnuubmns, mu. r nu oup r v ua.ay. r u cv ru —9w ID:Eglu SOc oyDbn?TmOuxYxyfL9w-zbhU5eZPcJjOtBOFpvJR2gbE706QwYoEiTNUInydQaT Stale = 1:17.6 C 6.0.0 6-0-0 Plate Offsets (X Y)— 113:0-0-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 .., Vert(LL) -0.03 D -G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.46 Vert(TL) -0.09 D -G >828 180 BCLL ' 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 1 0.00 C n/a n/a BCDL 10.0 Code IBC2012fTP12007 Matrix -MSH Weight: 29 Ib FT = 20% LUMBER- BRACING- ' TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G 1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) C=0-3-0, B=0.5-8. (lb) - Max Horz B=123(LC 4) Max Uplift All uplift 100 Ib or less at joints) C except B=-170(LC 4) Max Grav All reactions 250 Ib or less at joint(s) C, D, D except B=528(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 1 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C except at --lb) ` B=170. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OF ESS/p� T E 0,00 fix, �0 m C 75435 LIJ w c rn , EXP. 03/3112018 OF CA�1F� September 15,2016 ® WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7173 ref. 10/03/2015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for an individual building component, not o truss system. aefore use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing M iTe k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding The fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSIMI Quality Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandno, VA 22314. Suite log 1 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Webb, Paul LOADING (psf) SPACING- 2-0-0 848427406 1603-1047 J03A JACK -CLOSED 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 Job Reference (option at JYb I tMb YLUJ LUMbLIK l.U, AniutriJu", 1.A a+... ,.. a ..ycv c.. ,., ,.,,, �.. ..... ....................� ..-.- _�_ . ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-zbhUSeZPcJjOtBOFpvJR2gbE7084wYoEiTNUInydOaT -3-0-0 5-4-15 3-0-0 5-4-15 A D Scale = 1:17.6 Plate Offsets (X Y)— [B:0-6-6,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 E -H >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.05 E -H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(TL) 0.00 D n/a We BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD BOT CHORD 2X4 DF Stud/Std G BOT CHORD REACTIONS. All bearings Mechanical except (jt=length) B=0-5-8, C=0-3-0. (lb) - Max Horz B=123(LC 4) - Max Uplift All uplift 100 Ib or less at ioint(s) D, C except B=-170(LC 4) Max Grav All reactions 250 Ib or less at joint(s) D, E, C except B=511(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-4-15 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 1 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, C except (jt=1b) B=170. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OFESS/p/V T E 00 1�2� F w LU C 75435 c m O * EXP 0 018 CIVIC �P grFCF CAL1F0� September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M/L7473 ref. 1CM312015 BEFORE USE. Design vofid for use only with M-lek® connectors. This design is based only upon parameters shown, and is for an individual building component, not o truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing Mire k• is always required for slabdity, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrfcolion. storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria. OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty DEFL. Paul848427407 (loc) I/defl Ud TCLL 20.0 [ly1Webb, 1.15 1603-104T J03B JACK -CLOSED 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.40 Vert(TL) Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA t1.01U S Apr ZU Zu1b MI I ex Industries, Inc. t nu sep a ua:sbn f zuTb rage T ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-RoFsl_al NdrFULbRNcgga l8PBPTbf?2Nw772gEydOaS A v 3x4 = 54-15 C Scale = 1:15.2 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.02 D -G >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.07 D -G >898 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 A We n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH LUMBER- BRACING - PLATES GRIP MT20 220/195 Weight: 21 Ib FT = 20 TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Gt=length) A=0-5-8, B=0-3-0. (lb) - Max Horz A=74(LC 4) Max Uplift All uplift 1001b or less at joints) A, C, B Max Grav All reactions 250 Ib or less at joint(s) A, C, D, B FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C, B. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESS/O�� �0 T E OpOT, LU Lu C 75435 � rn . �EXE03/31r2o1a * , September 15,2016 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED N17EK REFERENCE PAGE MII.7473 rev. 1OM312015 BEFORE USE. Design valid for use only with MTek® connectors. This deign is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Webb, Paul Plate Grip DOL 1.15 TC 0.17 TCDL 15.0 R48427408 1603-104T J04 Jack -Closed 8 1 YES WB 0.00 BCDL 10.0 Code IBC20121TP12007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUMBER CO, - ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:17 2016 Page 1 ID:EcoL_SOc_oyDbn?TmOuxYxyfL9w-RoFsl a1NdrFULbRNcggal8P(PSaf?2Nw772gEydOaS -3-0-0 6-0-0 i 7-11-11 3-0-0 6-0-0 1-11-11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 TCDL 15.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC20121TP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X4 OF Stud/Std G REACTIONS. All bearings Mechanical except Qt=tength) B=0-5-8, C=0-3-0. (lb) - Max Harz B=148(LC 4) Max Uplift All uplift 100 Ib or less at joints) D. C except 8=-163(LC 4) Max Grav All reactions 250 lb or less at joint(s) D. E, C except B=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:21.2 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.03 E -H >999 240 MT20 220/195 Vert(TL) -0.09 E -H >808 180 Horz(TL) 0.00 D We n/a Weight: 33 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cal. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied_ for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, C except Qt=lb) B=163. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. I 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 99,0F ESS/pN TEODOT <F LU w C 75435 c m EXP. 03/31 /2018 OF CALI� September 15,2016 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA -7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual budding component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for slobility, and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of Trusses and truss systems, see ANSI/FPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Oty Ply Webb, Paul TCDL 15.0 Lumber DOL 1.15 BC 0.20 BCLL 0.0 Rep Stress Incr NO 848427409 1603-1047 J04G Jack -Closed Girder 1 TOP CHORD 2X6 OF SS G BOT CHORD 2X6 OF SS G WEBS 2X4 OF Stud/Std G Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:18 2016 Page 1 I D: Eglu_S Oc_oyDbn?TmOuxYxyfL9w-v_pEW Kbg8xz66VAdxKLv7Fgb5psxOPwX9nsbMgydOaR r 3-3.2 6-0.0_ _ _--- 332 2-8.14 2x4 II 4x4 = HUS26-2 4x5 = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 TCDL 15.0 Lumber DOL 1.15 BC 0.20 BCLL 0.0 Rep Stress Incr NO WB 0.22 BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 OF SS G BOT CHORD 2X6 OF SS G WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) A=1098/0-5-8, D=1301/Mechanical Max Harz A=80(LC 22) Max Uplift A=252(1 -C 4), D=-284(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1784/415 BOT CHORD A -E=-408/1703, D -E=-408/1703 WEBS B -E=-208/979, B -D=-1817/455 Scale: 3l4'=1' DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 E >999 240 MT20 220/195 Vert(TL) -0.02 E >999 180 Horz(TL) 0.01 D We n/a Weight: 66 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) A=252, D=284. 9) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 3-10-7 oc max. starting at 1-14 from the left end to 4-11-11 to connect truss(es) to back face of bottom chord. 10) Use USP HUS26-2 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 3-0-8 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 9?OFESS/ON ��`���� 1 E 000 F� LU LU C 75435 c rn EXP. 03/31/2018 ��OF CAL1F0 September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml}7473 rev. 10/0Y2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the opplicability, of design parameters and property incorporole this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lobricalion, storage, delivery. erection and bracing of trusses and truss systems. see ANSI/TPII Oua6Ty Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Mexondric, VA 22314. Suite 109 Citrus HekM. CA 95610 Job Truss Truss Type - Oty Pty FWebb. Paul " R48427409 1603-1047 �JNG Jack Closed Girder 1 ference o tional SYSTEMS PLUS LUMBER CO. ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:18 2016 Page 2 ' ID: Eglu_SOc_oyDbn?TmOuxYxyfL9w-v_pEWKbg8xz66VAdxKLv7Fgb5psxOPwX9nsbMgydOaR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A-C=-70, D-F=-20 Concentrated Loads (Ib) Vert: E=-491(8) H=-624(B)1=-757(8) r 1 , • 1 - ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is tot on individual budding component, not o truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overan ■■■��.YYY■ building design. Bracing indicated is to prevent buckling of individuol truss web and/or chord members only. Additional lemporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personol injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Criteria, 056-89 and BCSI Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 1D9 Citrus Heights, CA 95610 Job Truss Truss Type DEFL. in (loc) I/deb Ud Webb, Paul TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 �Oty'Ply F -I >999 240 848427410 1603-1047 JOS Jack -Open 7 1 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00. E TIM n/a Job Reference (optional) SYSTEMS PLUS LUMBER CO, r ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:18 2016 Page 1 ID:Eglu SOc_oyDbn?TmOuxYxyrL9w-vJ1EWKbg8xz66VAdxKLv7FgadpopOSIX9nsbMgydOaR i 9-11-11 3-0-0 6-0.0 -- 3-11-11 Scale = 1:25.1 LOADING (psti7 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 F -I >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 F -I >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00. E TIM n/a BCDL 10.0' Code IBC2012/TPI2007 Matrix -MSH Weight: 38 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) B=0-5-8, C=0-3-0, D=0-1-8. (lb) - Max Hoa B=173(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) E, C, D except B=-154(LC 4) Max Grav All reactions 250 Ib or less at joint(s) E, F, C, D except B=532(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, C. D except Qt=1b) B=154. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q>,pFESS/ON 1E000s�F�c LIJ LU C 75435 c Of rn EXP. 03/31/2018 J OFCAU� September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE MI}7173 rev. 10/03/2015 BEFORE USE. Design valid far use only with MTekO connectors. This design is based only upon parameters shown, and is for on individual budding component, not a truss system. Before use. the budding designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricolion. storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Budding Component 7777 Greenback Lane SafetyInformallon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty TCLL Webb. Paul Plate Grip DOL 1.15 TC 0.17 TCDL [ly� 848427411 1603-104T J058 Jack -Closed 1 1 YES WB 0.00 BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:36:19 2016 Page 1 ID:EgIu_SOc_oyDbn?TmOuxYxyfL9w-NANcjfblvE5zkOgU l sBfSDIMD817vXgORc8u6ydQa0 -3-0-0 6-0-0 8-4-0 340.0 6-0-0 24-0 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 TCDL 15.0 Lumber DOL 1.15 BC 0.42 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH DEFL. in (loc) I/deft Ud Vert(LL) -0.02 E -H >999 240 Vert(TL) -0.07 E -H >980 180 Horz(TL) 0.00 D Na n/a LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD BOT CHORD 2X4 DF Stud/Std G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) D=24/Mechanical, E=380/Mechanical, B=502/0-5-8 Max Horz B=122(LC 5) Max Uplift D=30(1 -C 4), E=-87(LC 8), B=-165(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -E=-339/111 Scale = 1:21.9 PLATES GRIP MT20 2201195 Weight: 36 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. If: Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, E except ()t=lb) B=165. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OFESS/pN 1EOoos�F� LU LU C 75435 c m of X *� EXP. 03131/2018 /* OF CAS September 15,2016 ® WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE tAX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for on individual building component, not o truss system. Wore use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■■■��.YYY■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` is always required lar stability and to prevent collapse with possible personal injury and popery damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIJFPII Quo61y Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Oty Ply Webb, Paul Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 848427412 1603-104T J05C Jack -Open 1 1 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.00 1 >999 180 Job Reference o tional SYSTEMS PLUS LUMBER CO, ANDERSON, GA a.utu s Apr zu zuto NII I ex Inaustnes, mc. I nu oep sa ua:.so: sa zu Io rage I ID:Eglu SOc_oyDbn?TmOuxYxylL9w-NANcjfblvE5zkflgUls8fSDnDDAz7vXgORc8u6ydOaO t-10.8 9-11-t 1 1-10.8 B-1-3 A ii E 30 F Scale = 1:22.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 D n/a n/a BCDL 10.0 Code IBC201217PI2007 Matrix -MSH Weight: 25 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-3-8 except Qt=length) F=Mechanical, B=0-1-8. (lb) - Max Horz F=121(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) F, B, C, D Max Grav All reactions 250 Ib or less at joint(s) A, F, B, C, D FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. l NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B, C, D. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C, D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ' Q?�pFESs/ON\ p T E OpOs�IFZ LU LU C 75435 c rn EF.113L42018 ' �TF0F September 15,2016 ® WARNING - Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE Md}7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use. the building designer must verify the applicability of design poromelers and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and BCSI Building Componerss 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexondno, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 848427413 1603-104T J05D Jack -Open 1 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.28 Vert(TL) Job Reference tional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 6.1.)1U S Apr zu Zu1b MI I ex industries, Inc. I nu bep Tb u9:3b:zu zuio rage T ID:Eglu SOc_oyDbn?TmOuxYxylL9w-sNx?x?cwgYDgLpKO21NNCgmxXdWCsMnpc5LiRYydOaP 1-10-8 11-10-3 1-10-8 9-11-11- A Scale = 1:25.7 F l� 0 N M PLATES GRIP MT20 220/195 Weight: 29 Ib FT = 20% G r. 3x4 = 1.10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 J >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.00 J >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 E n/a We BCDL 10.0 Code IBC20127TPI2007 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc puffins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except (jt=length) A=0-3-8, G=Mechanical. (lb) - Max Horz G=144(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) G, B, C. D except E=111(1_C 5) Max Grav All reactions 250 Ib or less at joint(s) A, G, B, C. D except E=290(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B, C, D. E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, B, C, D except Qt=1b) E=111. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C, D, E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED a117EK REFERENCE PAGE IIU}7473 —.1010312015 BEFORE USE. Design valid far use only with Milek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additioncl lemporary and permanent bracing is always required for stability and to prevent conapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of tenses and truss systems, see ANSI(TPII Quality Criteria, DSS -89 and BCSI Building component Safety Infarmallon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Q?,pFESS/pIV ��`���s 1 E OpOs� F� W LU C 75435 c rn 1�A�xTrcilhz�ii:>♦� TFOF CAk September 15,2016 MiTek' 7777 Greenback Lane Job Truss Truss TypeOry CSI. Ply Webb. Paul Plate Grip DOL 1.15 TC 0.42 TCDL 15.0 848427414 1603-1047 J05G JACK -CLOSED GIRDER 1 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:36:21 2016 Page 1 ID:Eotu SOc_oyDbn?TmOuxYxyfL9w-KZUN8LdYRsLhzzvCcSvdtllgloebplzd5Fz?ydQaO 5-4-15 Scale = 1:19.1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 TCDL 15.0 Lumber DOL 1.15 BC 0.52 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH LUMBER - TOP CHORD 2X6 OF SS G BOT CHORD 2X6 OF SS G WEBS 2X4 DF Stud/Std G 2x4 II DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.04 D -G >999 240 MT20 2201195 Vert(TL) -0.14 D -G >458 180 Horz(TL) 0.00 A n1a n/a Weight: 64 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) A=0-5-8, B=0-3-0. (lb) - Max Harz A=95(LC 20) Max Uplift All uplift 100 Ib or less at joints) C, D except A=-174(LC 4), B=-126(LC 8) Max Grav All reactions 250 Ib or less at joints) C except A=1726(LC 1), B=583(LC 1), 0=1053(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13) 1) 2 -ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, D except (jt=1b) A=174, B=126. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-4 from the left end to 3-7-4 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pIQ Vert: A -B=-70, B -C=70, O -E=-20 Q?,OF ESS/ON T EOpF2c LU LU C 75435 M *� EXP. 03/31/2018 /* OF CAi- September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERENCE PAGE MII.7473 rev. IOMY2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■�Y■■■ building design. Bracing indicated is to prevent buckring of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricorion. storage. delivery, erection and bracing of trusses and truss systems. see ANSIfFPI1 Qual ty Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Infwmadon available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Hei is CA 9561D Job Truss Truss Type 1603-1047 JOSG JACK -CLOSED GIRDER 1 Job Reference o lional SYSTEMS PLUS LUMBER CO, ANDERSON, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: G= -1395(F) H= -1395(F) r r City Pry Webb, Paul R48427414 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:21 2016 Page 2 ID:EgIu_SOc oyDbn?TmOuxYxyfL9w-KZUNBLdYRsLhzzvCcSvcllllgloebplzrl5Fz?ydOaO 1 City Pry Webb, Paul R48427414 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:21 2016 Page 2 ID:EgIu_SOc oyDbn?TmOuxYxyfL9w-KZUNBLdYRsLhzzvCcSvcllllgloebplzrl5Fz?ydOaO ® WARNING . Verty deSlgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. 10)03/2015 BEFORE USE. Design valid for use only with Mlek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■�.��■ building design. Bracing indicated is to prevent buckling of individualtrussweb and/or chord members only. Additional temporary and permanent brocing MiTek' is always required for stability and to prevent collapse with posse personal injury and property damage. For general guidance regarding the .fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI(Mi Quality Criteria, DSB•89 and BCSI Building Component 7Greenback Lane Safety Information ovoilable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Mexandna, VA 22314. Suite 109 Caws Heights. CA 95610 1 ® WARNING . Verty deSlgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. 10)03/2015 BEFORE USE. Design valid for use only with Mlek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■�.��■ building design. Bracing indicated is to prevent buckling of individualtrussweb and/or chord members only. Additional temporary and permanent brocing MiTek' is always required for stability and to prevent collapse with posse personal injury and property damage. For general guidance regarding the .fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI(Mi Quality Criteria, DSB•89 and BCSI Building Component 7Greenback Lane Safety Information ovoilable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Mexandna, VA 22314. Suite 109 Caws Heights. CA 95610 Job Truss Truss Type Oty Ply Webb, Paul Plate Offsets (X,Y) - fB:0-6-2,0-0-41 LOADING (psf) 848427415 1603-104T J06 Jack -Open 6 1 TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 G -J >999 240 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:21 2016 Page 1 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-KZUN8LdYRsLhzzvCcSvc1115s1 pSbplzrl5Fz?ydQaO -3-0-0 6-0-0 11-11-11 , 3-0-0 6-0-0 5.11-11 Scale = 1:29.0 6-0.0 6-0.0 Plate Offsets (X,Y) - fB:0-6-2,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 G -J >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 G -J >791 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 F We n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 42 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except (jt=length) B=0-5-8, C=0-3-0, D=0-1-8, E=0-1-8. (lb) - Max Horz B=198(LC 4) Max Uplift All uplift 100 Ib or less at joints) F, C, D. E except B=146(LC 4) Max Grav All reactions 250 Ib or less at joint(s) F, G, C, D, E except B=536(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf,, h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss Connections. ` 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, C, D, E except (jt=1b) B=146. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 99,0F ESS/p/V TEODOs�F2 LU LU C 75435 c m Of EXP. 03/31/2018 OF C A1 - September 15,2016 ® WARNING - Verf/y dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI}7473 rev. 10/032015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Inns web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricotion, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality criteria, DS8-89 and SCSI Building Component 7777 Greenback Lane _ Safety Irsf.Hon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Webb, Paul LOADING (pso SPACING- 2-0-0 CSI. �Ply� 848427416 1603-1047 J06A Jack -Open 1 1 Vert(LL) -0.03 F-1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:22 2016 Page 1 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-ol21MheAC9TYb6UPAAQrH5rGLQ81 KGH64PgoVRydOaN 6.0-011-11-11 6.0-0 5-11-11 Scale = 1:26.5 3x4 = N O O t+) Plate Offsets (X Y) - (A:0-1-2,Edge) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc)- I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.03 F-1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.11 F -I >644 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 A n/a n1a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 35 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length) A=0-5-8, E=Mechanical, F=Mechanical, B=0-3-0. (lb) - Max Horz A=148(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) E, C, D except B=-105(LC 4) Max Grav All reactions 250 Ib or less at joints) E, F, C. D except A=269(LC 1), B=284(LC 1) FORCES. (lb) : Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide . will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E, C, D except (jt=1b) B=105. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C, D. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROF ESSION SEOpos�F� LU LU C 75435 c rn EXP. 03/31/2018 �FOF September 15,2016 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/031201 S BEFORE USE. R Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for an individual building component, not o truss system. Before use. the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional lemporary and permanent brocing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII quality Criteria, DSB-89 and BCSI Building Component r 7777 Greenback Lane Safety Information ovodable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Plate Offsets (X Y) - Webb, Paul LOADING (psf) SPACING- 2-0-0 CSI. �Ply� 848427417 1603-1047 J07 Jack -Open 4 1 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 H -K >808 180 BCLL 0.0 Job Reference (optional) SYSTEMS PLUS LUMt3tK LU, ANUtKSUN, LA o.0 w s r5pr to to ro mi r e¢ uwusuras, nR:. r w aep i""' , - ".9. orage r ID:Eg1u_SOc oyDbn?TmOuxYxyfL9wol21MheAC9TYb6UPAAQrH5rGcQ91KGH64PgoVRydQaN _3_p_p 6-0-0 l 13-11-11 3-0-0 6-0-0 7-11-11 A G V Scale = 1:32.8 6�0 6-0-0 Plate Offsets (X Y) - [B:0-6-2.0-041 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 H -K >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 H -K >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 G n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 47 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings C,1-8 except (jt=length) G=Mechanical, B=0-5-8, H=Mechanical, C=0.3-0. (lb) - Max Horz B=223(LC 4) Max Uplift All uplift 100 Ib or less at ioint(s) G, C, D, E, F except B=-136(LC 4) Max Grav All reactions 250 Ib or less at joint(s) G, H, C, D, E. F except B=532(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. F. 8) Provide mechanical conriection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, C. D, E, F except Qt=lb) B=136. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. D, E, F. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ESSION OQ��F 1E0p0Z9 -of C 75435 n m LU uI c EXR 03/3112018 * OF September 15,2016 ® WARNING - Verify, design p—etenl end READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE AfX7473 rev. 1010312015 BEFORE USE. Design valid for Use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■■�•YY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lemporcry and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lobricotion, Stange, delivery, erection and bracing of trusses and truss Systems, See ANSI/1PI7 Quality Criteria, OSB -89 and BCSt Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 N-0 >999 240 848427418 1603-104T J07G Jack -Closed Girder 1 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.01 M n/a n/a 9v,0FESS1ON �Q q� 1 EODO A, BCDL 10.0 Code IBC20121TP12007 Job Reference o tional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:36:23 2016 Page 1 ID:EgIu SOc_oyDbn?TmOuxYxyfL9w-Gxc7ZleozTbPCG3bjtx4glORKgXg3c4GJ3aMltydOaM m 3� 3 8-0.12 10-0-12 1_�i 14-0-12 16-0-12 18-0-12 F 20-0-12 21-6-12 , 3-3-2 2-8-14 2-0-12 2-0-0 2-0-0 2-0-0 2-0-0 2-0.0 2-0-0 11i-0 4.00 12 6x6 = v M 3.10 II 4x5 HUS26 HUS26 HUS26 Io Scale = 1:45.9 Plate Offsets (X Y) - jA•04-10 Edgel IC•04-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 N-0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.04 N -Q >999 180 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.01 M n/a n/a 9v,0FESS1ON �Q q� 1 EODO A, BCDL 10.0 Code IBC20121TP12007 Matrix -MSH will fit between the bottom chord and any other members. lumber A�Q Weight: 136 Its FT = 20% LUMBER- BRACING - 7) Refer to girder(s) for truss to truss connections. TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 OF SS G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except (jt=length) L=0-0-12, C=0-3-0, A=0-5-8, M=Mechanical. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) L, C, D, E, F, H, I, J, K. (lb) - Max Harz A=232(LC 8) 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Max Uplift All uplift 100 Ib or less at joint(s) L, D, E, F, H, I, J, K except C=-106(LC 8), A=-1633(LC 4), M=1558(LC 8) qT Max Grav All reactions 250 lb or less at joints) L, C. D, E, F, H, I, J, K except A=2446(LC 2), M=2201(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 13) Fill all nail holes where hanger is in contact with lumber. TOP CHORD A -B=-3328/2109 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BOT CHORD A -N=-2244/3203, M -N=2244/3203 WEBS B -N=-1559/2163, B -M=-3489/2464 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3-6-0 tall by 1-0-0 9v,0FESS1ON �Q q� 1 EODO A, 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle wide O will fit between the bottom chord and any other members. lumber A�Q 6) A plate rating reduction of 20% has been applied for the green members. J On Z 7) Refer to girder(s) for truss to truss connections. o C 75435 C-) M LU 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) L, D, E, F. H, I, J, K. LU Of M 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) L, D, E, F. H, I, J, EXP. 03/31/2018 K except Qt -1b) C=106, A=1633, M=1558. k 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) L, C, D, E, F, H, I, J, K. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max, starting at 0-10-4 from qT the left end to 4-104 to connect truss(es) to front face of bottom chord. �F CM__\ � 13) Fill all nail holes where hanger is in contact with lumber. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indiccted is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery erection and bracing of trusses and truss systems, see ANSI/1P11 Quality Critedo, DS6•89 and BCSI Building Component 7777 Greenback Lane Salety-Irdamallon available hom This Plate Institute. 218 N. Lee Street. Suite 312• Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Webb, Paul 848427418 1603-1047. J07G Jack -Closed Girder 1 2 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:23 2016 Page 2 , ! ID; Eglu_SOc_oyDbn?TmOuxYxyfL9w-Gxc7Zl eozTbPCG3bjtx4glORKgXg3c4GJ3aM l tydOaM LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -L=-70, M -O=-20 Concentrated Loads (lb) Vert: R= -793(F) S= -792(F) T= -792(F) ® WARNING - Verlry design parenreters and READ NOTES ON THIS AND INCLUDED VrTEK REFERENCE PAGE MI}7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ��i��•YYY■ building deign. Brocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M (Tek• is always required lar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage. delivery, erection and brocing of trusses and truss systems. see ANSIMI1 Quality, Criteria, DSS -89 and BCSI Building Component 7777 Greenback Lane , Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 i - ® WARNING - Verlry design parenreters and READ NOTES ON THIS AND INCLUDED VrTEK REFERENCE PAGE MI}7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ��i��•YYY■ building deign. Brocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M (Tek• is always required lar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage. delivery, erection and brocing of trusses and truss systems. see ANSIMI1 Quality, Criteria, DSS -89 and BCSI Building Component 7777 Greenback Lane , Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 Job - Truss Truss Type Ott, Ply Webb, Paul Flate Grip DOL 1.15 TC 0.17 TCDL 15.0 848427419 1603-1047 J08 Jack -Open 3 1 YES WB 0.00 BCDL 10.0 Code IBC2012rrPI2007 Matfix-MSH Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2015 MiTek Industries, Inc. I nu sep 1b u9:3a:Z4 zulb rage 1 ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-k8AVmNfOknjGgQenHaSJMWwc6ErpoAnPXjJvaKydOaL -3-0-0 i 6.0-0 i _1.511-11 3-0-0 6-0-0 9-11-11 4.00 12 LOADING (psQSPACING- 2-0-0 CSI. TCLL 20.0 Flate Grip DOL 1.15 TC 0.17 TCDL 15.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2012rrPI2007 Matfix-MSH LUMBER - TOP CHORD 2X6 OF SS G BOT CHORD 2X4 OF Stud/Std G Scale = 1:36.7 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.03 J -M >999 240 MT20 220/195 Vert(TL) -0.09 J -M >808 180 Horz(TL) 0.00 1 n/a We Weight: 51 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings &1-8 except Qt=length) 1=Mechanical, B=0-5-8, J=Mechanical, C=0-3-0. (lb) - Max Horz B=248(LC 4) Max Uplift All uplift 100 Ib or less at joints) I, C, F. G, H, D except B=-128(LC 4) Max Grav All reactions 250 Ib or less at joint(s) I, J, C, F, G, H, D except B=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and fight exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F, G, H, D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) I, C, F, G, H, D except (jt=1b) B=128. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, F, G, H, D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,?,()FESS/ �LEW EOp�s�F4- w5435 c m3/31/2018 OFCAUF September 15,2016 ® WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED BITTEK REFERENCE PAGE M147473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for on Individual building component, not a Iruss system. Before use. the building designer must veriy, the applicability of design parameters and property incorporate this design into the overall ■■■��.YYY building design. Bracing indiccted is to prevent buckling of individual to ss web and/or chord members only. Additional temporary and permanent brocing MiTek is always required for stability and to prevent collapse with possible personal injury and popery damage. for general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Critedo, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandrio, VA 22314. Suite 109 Chris Heights, CA 95610 Job Truss Truss Type Qty in (loc) Webb, Paul Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 [ly� 848427420 1603-104T J08A JACK -OPEN 1 1 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 J -M >808 180 Job Reference (optional) r SYSTEMS PLUS LUMBER GU, ANUtRSUN, GA A tl.UIU S Apr LU LUIb MI I eK maustnes, Inc. I nu bep lb u9::lb:Cb Culb rage t ID:Eglu SDc_oyDbn7TmOuxYxyfL9w-CKkujg3V4r6SaC_rizYvjTnseASXd1ZmN3T6mydOaK 6-0-0 I 1511-11 6-0-0 9-11-11 Scale = 1:36.7 4.00 t2 FM -- 6-0-0 6-0-0 or..r., nw....r.. ry vs m•n e � n n er - ` 1� V O d, M N LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 J -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 J -M >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 l n/a We BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 51 Ib FT = 20% LUMBER - TOP CHORD 2X6 OF SS G BOT CHORD 2X4 DF Stud/Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length) 1=Mechanical, B=0-5-8, J=Mechanical, C=0-3-0. (lb) - Max Horz B=248(LC 4) Max Uplift All uplift 100 Ib or less at joints) I, C, D, F, G, H except B=-128(LC 4) Max Grav All reactions 250 Ib or less at joint(s) I, J. C, D, F, G, H except B=532(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, F, G. H. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) I, C, D, F. G, H except (jt=1b) 6=128. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, F, G, H. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. / Q?,pF E SS/0N rac SEOp0LU75435 M EXP. 03/31/2018 SOF CA - September 15,2016 ® WARNING - Verify design parameters ar d READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIL7473 re, 10/03/1015 BEFORE USE. Design valid for use only with MilekS connectors. This design is based only upon parameters shown, and is far an individual building component, not o truss system. Before use. the brrilding designer must verify the opplicobi ity of design parameters and property incorporate this design into the overall ■•Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M iTe k' is always required far stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIPPII Quality Crlfedo, OSS -89 and BCSI Bulding Component 7777 Greenback Lane Safety Intormatfon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oty PLATES GRIP Paul848427421 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 K -N >999 240 MT20 220/195 �Ply1Webb, Lumber DOL 1.15 1603-1047 J09 JadaOpen 1 WB 0.00 ' Horz(TL) 0.00 C We n/a BCDL 10.0 Code IBC2012rrPI2007 Matrix -MSH Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:36:25 2016 Page 1 ID:Egtu_SOc_oyObn?TmOuxYxyfL9w-CKku jg3V4r6SaC_rizYvjTnseASXd 1 ZmN3T6mydOaK i -3-0-0 6.0-0 17-11-11 3-0-0 6-0-0 11-11-11 4.00 12 3x6 = Scale = 1:40.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 K -N >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 K -N >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 ' Horz(TL) 0.00 C We n/a BCDL 10.0 Code IBC2012rrPI2007 Matrix -MSH Weight: 56 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except (jt=length) J=Mechanical, B=0-5-8, K=Mechanical, C=0-3-0. (Ib) - Max Horz B=273(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) J, C, D, E, G, H, I except B=-119(LC 4) Max Gray All reactions 250 Ib or less at joint(s) J, K, C, D, E, G, H, I except B=532(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. G. H, I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, C, D, E, G. H, I except Qt=1b) B=119. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, G, H, I. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pF ESS/0N TEOpOs�F� LU LU C 75435 c m EXP. 03/31/2018 OFCAI September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use. The building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of Trusses and truss systems. see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Soley Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei ,h,,. his CA 95610 Job Truss Truss Type Qty Ply Webb, Paul TC 0.18 Vert(LL) -0.03 I -L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 848427422 I 1603-104T J09A Jack -Open 1 1 Horz(TL) 0.01 A n/a n/a BCDL 10.0 Code IBC2012/rP12007 Matrix -MSH Job Reference(optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:36:26 2016 Page 1 ID:Egtu_SOc_oyDbn?TmOuxYxylL9w-gW IGB3hhGOzz3knA,P?UnSxWVzG4Gi?1 oOeCydQaJ i 6.0.0 17-11-11 6.0.0 11-11-11 i 3x4 = i Plate Offsets (X.YI-- fA:0-1-2.Edae us Scale = 1:37.7 R,I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.03 I -L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.11 I -L >644 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 A n/a n/a BCDL 10.0 Code IBC2012/rP12007 Matrix -MSH Weight: 49 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length) A=0-5-8, H=Mechanical, 1=Mechanical, B=0-3-0. (lb) - Max Horz A=223(LC 4) Max Uplift All uplift 100 Ib or less at joints) H, C. D, E, F, G except B=-106(LC 4) Max Grav All reactions 250 Ib or less. at joint(s) H, I, C, D, E, F, G except A=269(LC 1), B=284(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D, E, F, G. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H, C, D, E, F, G except Qt=1b) 8=106. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C, D. E, F, G. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OF ESS/0/V TEOp0s�F�c LU LU C 75435 c rn EXP. 03/31/2018 OF September 15,2016 ® WARNING - Verfly deslgn pammetens and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE Mll-7473 rev. 10/03/7015 BEFORE USE Design valid for use only with nuleL,9 connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■�.YY■■■ building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labricalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI JI'll Quality Cdterlo, DSB-89 and BCSI BuOding Component 7777 Greenback Lane Safety ImIrnaeon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty DEFL. Paul1248427423. (loc) I/dell Ud TCLL 20.0 [ly1Webb, 1.15 1603-104T J10 Jack -Open 1 >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) Job Reference o liana/ SYSTEMS PLUS LUMBER GO, ANUER50N, GA a.uTu s Apr zv 4U so M1 i ex mvusmes, nsc, 111u oep ro va.ov.cu cu ru rayo , ID:Eglu_SOc oyDbn?TmOuxYxyfL9w-gWIGB3hhGOzz3knAP?UnSx?yb Zlh 4Gi?Zo . ydQ.J -3-0.0 6-0-0 19-11-11 4. 3-0-0 6-0-0 13-11-11 A 4.00 12 K 3x6 = N 6-0-0 i 6-0-0 LOADING (psf) SPACING- 2 0 0CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.03 L -O >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 L -O >808 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 K We nla BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X4 DF Stud/Std G PLATES GRIP MT20 220/195 Scale = 1:44.5 Weight: 60 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins.. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except (jt=length) K=Mechanical, B=0-5-8, L=Mechanical, C=0-3-0. (lb) - Max Harz B=298(LC 4) Max Uplift All uplift 100 [bar less at joints) K, C, D. E, F, H, I, J except B=-110(LC 4) Max Grav All reactions 250 Ib or less atjoint(s) K, L, C, D, E, F. H, I, J except B=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cal. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F, H. I, J. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K, C, D, E. F, H, I, J except W=1b) B=110. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F, H, I, J. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pF ESSION �EO00<� c LU UJ C 75435 rn *\ EXP. 03/31/2018 /* OF CALF September 15,2016 ® WARNING - Verily design parameters andREAD NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI}7473 rev. 10/0312015 BEFORE USE. Design valid for use only with mlela& connectors. This deign is based only upon parameters shown, and is for an Individual building component. not o truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■.Y■■■ building design. Bracing indicated is to prevent buckfing of individuol truss web and/or chord members only. Additional temporary and permanent bracing Mirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, see pNSI(TPII OuaOty Gdledo, DSB-B9 and SCSI Building Component 7777 Greenback lane Safety Info.maffon available from Truss Plate Institute. 218 N. Lee Street, Svile 312. Mexandno. VA 22314, Suite 109 Citrus HelciNs. CA 95610 Job Truss Truss Type Ory SPACING- 2-0-0 Webb. Paul DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 ,748427424 1603-1047 J10A Jack -Open 1 [ly� 1 BC 0.51 Vert(TL) -0.11 K -N >644 180 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:27 2016 Page 1 I0:Eglu_SOc_oyDbn?TmOuxYxyfL9w-8jsePOiJ1 iSghuMMyj?0_8Y74RrC?XWrDhYZAeyd0al 6-0-0 19-11-11 6 0-0 13-11-11 _ J 4.00 12 3x4 = - Scale = 1:41.5 of Plate Offsets (X Y)— [A:0-1-2,Edael LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.03 K -N >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.11 K -N >644 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 A n/a We BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH Weight: 53 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except (jl=length) J=Mechanical, A=0-5$, K=Mechanical, B=D -3-0. (Ib) - Max Horz A=248(LC 4) Max Uplift All uplift 1001b or less at joints) J, C. D, E, G, H, I except B=-107(LC 4) Max Grav All reactions 250 Ib or less at joints) J, K, C, D, E, G, H, I except A=269(LC 1), B=284(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D, E, G. H, I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, C, D, E. G. H, I except Qt=1b) B=107. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C, D. E, G, H, I. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pFESSION 1 E 000s� Fac o C 75435 0 m Qf w C EXP. 03/31/2018 SOF CAL September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIiEK REFERENCE PAGE MIP7473 rev. 10/03,7015 BEFORE USE. Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component, not t a truss system. Before use. the building designer must verity the opplicobility of design poromelers and property incorporate this design into the overall ■.Y■ building design. Bracing indicated is to prevent buckling of individual tans web and/of chord members only. Addiliorat temporary and permanent bracing M iTe k° is always required for stability and to prevent collopse with possible personal injury and property damage. For general guidance regarding the lobrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSIMII Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Lane Safety Informallon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Mexondno. VA 22314. Suite 109 Citrus He' hts CA 95610 Job Truss Truss Type Oty Ply Webb, Paul (loc) I/dell Ud TCLL 20.0 Plate Grip DOL /248427425 1603-104T J11 Jacks -Open 1 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) Job Reference (optional) JYJ I tMJ FLUJ LUMatK LV, ANUCKJUN, %,A o.V r V s Apr to cu lo mr r un nruuaunra, -, i Buy — r -age r ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-8jsePOiJli5ghuMMyj?0_8Y7LRsw?XWrOhYZAeydOal r 3 0-0 6-0-0 _ _ 18-0-3 3-0 0 6-0-0 124-3 i A 4.00 12 Scale = 1:41.3 J 3xa — LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 K -N >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 K -N >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(TL) 0.00 C n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X4 DF Stud/Std G PLATES GRIP MT20 220/195 Weight: 56 Its FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length) J=Mechanical, B=0-5-8, K=Mechanical. (Ib) - Max Harz B=277(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) J. C, D, E, G, H, I except B=-117(LC 4) Max Grav All reactions 250 Ib or less at joints) J, K, C, D, E, G, H, I except 8=532(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. If; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1.0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D, E, G, H, I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) J, C, D. E, G, H, I except (jt=1b) B=117. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, G, H. I. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OFESSION _9 CID SEOpOs�F� c LU LU G 75435 c m a EXP. 03131/2018 OF CALIF September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE UX7473 rel. 10/03/2015 BEFORE USE. Design volid for use only with nnrlek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicably of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the rubrication, storage. deli777 very. erection and tracing of trusses and truss systems. see ANSIMI Quality Criteria, DSB-89 and SCSI Building Componerd 7Greenback Lane Safety IntormaBon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 JobTruss Truss Type Ory Ply Webb. Paul R48427426 1603.1047 J11A Jack -Open 1 1 Job Reference (optional) 5Y5 tM5 VLV5 LUMetK UO, ANULAbUN, UA ..u,. s ilia r cul. -- ex mau.-, ro.. r rN aep I. --- N r. rage I ID: Eglu_SOc_oyDbn?TmOuxYxylLgw-FbYO?xUggiHBk_BBZVmtA I eDIvYTYAJrl2e0?OydPKT • 6-0.0 - 21-6-12_ - E0-0 15-6.12 1 A 3x4 = 4.00F1 2 J K Scale = 1:43.9 6-0-0 Plate Offsets (X Y) - (A:0-1-2.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0-03 K -N >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.11 K -N >644 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) 0.01 A n/a n/a ` BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 57 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 Dc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - MiTek recommends that Stabilizers and required cross bracing M7 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) A=0-5-8, K=Mechanical, B=0-3-8. (lb) - Max Horz A=268(LC 4) Max Uplift All uplift 100 Ib or less at joints) F, J, D, C, E, H, G, I except B=-107(LC 4) Max Grav All reactions 250 Ib or less at joints) F, J, K, D, C, E, H, G, I except A=269(LC 1), B=284(LC 1) J FORCES. (lb) - Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCO L=6.Opsf; BCDL=6.opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F, J, D, C, E, H, G, 1- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, J, D. C, E. H, G , I except Qt --1b) B=107. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F, J, B, D, C, E, H, G. I. �yOF ESS/O 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OQ Nil 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ��i O I EQDO "S.� LU w C 75435 c m M EXP. 03/312018 TFOF C AUS September 15,2016' ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE kfX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with nMlek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the appticabfity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens web and/or chard members only. Additional lemporory and permanent bracing M iTe k ' is always required la stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314, Suite 109 Citrus Heights. CA 95610 1 A Job Truss Truss Type Qty Ply Webb, Paul I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1248427427 1603 1047 J12 Jack -Open 1 1 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, GA It.u1D s Apr 1u zulb MI I etc Industries, Inc. I nu bep a ua:sb:Za zulb rage 1 ID: Eglu_SOc_dyDbn?TmOuxYxyfLgwS5zOg4jZZJLYwBW1482U3ZdTrFYOTR08h? 1 gFXydQaG 6-0-016-4-3 -- - 3-0-0 6-0-0 -- 10-0-3 r A 4.00 12 Scale = 1:37.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 J -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 J -M >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 We We BCDL 10.0 Code IBC2012fTP12007 Matrix -MSH Weight: 52 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except Qt=length) 1=Mechanical, B=0-5-8, J=Mechanical, C=0-3-8. (lb) - Max Horz B=252(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) I, C. D, F, G, H except B=-126(LC 4) Max Grav All reactions 250 Ib or less at joint(s)1, J, C, D, F, G, H except B=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, F. G, H. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) I, C, D,F. G, H except (jt=1b) B=126. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joints) C, D, F, G, H. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Cc: Q?,pFESS/ON T E Op0s F2 LU LU C 75435 c M EXP. 03/31/2018 TFOF CAl1F September 15,2016 ® WARNING - Verify design peramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MilekS connectors. This design is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■•Y■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabricotion. storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII QuoBty Crltedo, DSB-89 and BCSI Bullding Componerd 7777 Greenback Lane Safety Informaflon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria- VA 22314. - Suite logs He' hts CA 95610 Job Truss Truss Type Oty Ply Webb, Paul 1.15 TCDL 15.0 Lumber DOL 1.15 848427428 1603-1047 J12G Jack -Closed Girder 1 10.0 Code IBC2012rrP12007 WB 0.12 Horz(TL) -0.00 E n/a Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:30 2016 Page 1 ID:Eco4_SOc oyDbn?TmOuxYxylL9w-ZIXn1QkBJdTPYL5xerZjcnAfdf SCIOlwemEnzydQaF l 3.3-2 6-0-08.0-12 _ 9-2_2 12-2-15 3-3-2 2-0-14 2-0-12 1-1-6 3-0-13 30 = _. - _ _ - txv m - 4x4 = LOADING (ps, SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2012rrP12007 CSI. DEFL. ' in (loc) I/deft Ud TC 0.04 Vert(LL) -0.00 G >999 240 BC 0.09 Vert(TL) -0.01 G >999 180 WB 0.12 Horz(TL) -0.00 E n/a n/a Matrix -MSH LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD BOT CHORD 2X6 OF SS G WEBS 2X4 OF Stud/Std G BOT CHORD REACTIONS. All bearings 0-5-8 except (jt=length) E=0-3-8, C=0-3-0, F=Mechanical, D=0-1-8. (lb) - Max Harz F=107(LC 5) Max Uplift All uplift 100 Ib or less at joints) A, E, C. F, D Max Grav All reactions 250 Ib or less at joints) E, C, D except A=581(LC 1), F=538(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1025/78 BOT CHORD A -G=40/971, F -G=40/971 WEBS B -G=43/544, B -F=-10571145 Scale = 1:22.0 PLATES GRIP MT20 220/195 Weight: 80 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Dc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 --2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E, C, F, D. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, C, D. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Use USP JUS24 (With 1 O nails into Girder 8 1 O nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-114 from the left end to 3-114 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q,p,OFESS/pN f 1EOp0s�F� LU(if LU C 75435 C::M *� EXP. 03/31/2018 l* OF CAL1 September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&T473 rev. 10103/2015 BEFORE USE. Design valid fa use only with MTekO connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verity the opplicabilily of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication. storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII OuaBty Cdtedo. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Int uHon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss pe � F 1603-1047 J12G sed Girder SYSTEMS PLUS LUMBER CO, ANDERSON, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -E=-70, F -H=-20 Concentrated Loads (lb) Vert: K= -266(F) L= -427(F) Qty Ply TJob b, Paul R48427428 1 eference (optional) 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:30 2016 Page 2 ID:Equ_SOc_oyDbn?TmOuxYxyfL9w-ZIXn1QkBJdTPYL5xerZjcnAfdf SCIOlwemEnzydQaF ® WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED M/TEN REFERENCE PAGE A11,17473rev. 10/0YS015 BEFORE USE. Design valid for use only with km'Tea connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■■■ building design. Bracing indiccted is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/FPII Quality Cdtedo, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Oty Ply Webb, Paul LOADING (psi) SPACING- 848427429 1603-104T J13 Jack -Open 3 1 Ud TCLL 20.0 ' 1.15 TC 0.17 Vert(LL) Job Reference (optional) SY51 tM5 NLUS LUMtitK GU, '. ANL)t KSUN, L.A -3-0-0 6-0-0 3 0-0 6-0-0 i A o.0 iu a rsyr <u <u ro rvn i en nruwurea, nim. r xp r.+ c rayo , ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-ZIXn 1 QkBJdTPYL5xerZjcnAdbfudCuGlwemEnzydQaF H Plate Offsets (X Y)— [B:0-6-2,0-041 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 I -L >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 I -L >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 G n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH LUMBER- BRACING - Scale = 1:36.4 1" 0 N d PLATES GRIP MT20 2201195 Weight: 51 Ib FT = 20% TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except (jt=length) 8=0-5-8, 1=Mechanical, C=0-3-0. (lb) - Max Horz B=243(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) C, D, E, F, G except B=-129(LC 4) Max Grav All reactions 250 Ib or less at joint(s) 1, C, D. E, F except B=532(LC 1), G=256(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F. G. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, D, E, F, G except (jt=1b) B=129. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. G. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pF ESS/C) p TEOp�s�F2 c LU LU C 75435 c m of X EXP. 03/31/2018 September 15,2016 ® WARNING - Verify desl,n parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERENCE PAGE AIX7473 ray. 10/03/M15 BEFORE USE. Design valid for use only with mlekO connectors. This design is based only upon parameters shown, and is for on individual budding component, not o truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall Mal building design. Bracing indicated is to prevent buckring of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses arta truss systems, see ANSI/TPII Ouo6ly Cdleda, DSB-89 and BCSI Budding Component 7777 Greenback Lane - Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Ciws Heights, CA 95610 Job Truss Truss TypeQiy DEFL. in Ply Webb, Paul ., 1.15 TC 0.03 Vert(LL) -0.00 H >999 240 R48427430 1603-1047 J13G Jack Closed Girder 1 2 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 G n/a We Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:31 2U16 Nage 1 ID:Eglu_SOc_oyDbn?TmOuxYxyfLgw-1 U59Emlp4wcGAVg7BZ4y9JgV3KNxKxR81WnKQydQaE 3-3-260-0 60-12 10.0-12 12-1-7 3-3-2 2-814 2-0-12 2-0-0 2-611 Scale = 1:27.9 3x4 = 3x4 = 2x4 II JUS24 G 4x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 H >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 G -H >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 G n/a We BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Weight: 95 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD - 2X6 OF SS G except end verticals. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) A=0.5-8, C=0-3-0, D70-1-8, E=0-1-8. (lb) - Max Horz A=137(LC 5) Max Uplift All uplift 100 Ib or less at joints) A, F, C, D, E except G=-114(LC 8) Max Grav All reactions 250 Ib or less at joints) F, C, D, E except A=411(LC 1), G=528(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-841/91 BOT CHORD A -H=-174 779, G -H=-174/779 WEBS B -H=-00/462, B -G=-848/209 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc: Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, F, C. D, E except Qt=1b) G=114. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Use USP JUS24 (With 10d nails into Girder 8 10d nails into Truss) or equivalent at 4-2-5 from the left end to connect truss(es) to back face of bottom chord.` 13) Fill all nail holes where hanger is in contact with lumber. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q?,pF ESS/ ��� TEOp Os�F� UJ LU C 75435 C::M EXP. 03/3112018 OF September 15,2016 , ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE WI -7473 rev. 10/0/2015 BEFORE USE. Design valid for use only with M106 connectors. This deign is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overa0 building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing M iTe k' ' is always required for stability and to prevent co0opse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIJPII Quality Criteria. DSS -89 and BCSI Building Component 7777 Greenback Lane Safely Inlormallon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qiy Ply Webb, Paul 848427430. 1603-1047 J13G Jack -Closed Girder 1 2 Job Reference o tional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MTek Industries, Inc. Thu Sep 15 09:36:31 2016 Page 2 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-1U59Emtp4wcGAVg7BZ4y9JgV3KNxKxR8IWnKOydOaE LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-70, C -F=-70, G -I=-20 Concentrated Loads (lb) Vert: L=-519(8) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE MII-7473 ren. 10103/'2015 BEFORE USE. �e Design valid for use only with Mrlelc® connectors. This design is based only upon parameters shown, and is for on individual budding component, not Ey� a truss system. Before use, the budding designer must verily the opplicotsffity, of design parameters and property incorporate this design into the overa0 building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members onty. Additional temporary and permanent bracing M iTe k' - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrfcofion. storage. delivery. erection and bracing of trusses and truss systems. see ANSI/TPl1 OuaBly Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 ti ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE MII-7473 ren. 10103/'2015 BEFORE USE. �e Design valid for use only with Mrlelc® connectors. This design is based only upon parameters shown, and is for on individual budding component, not Ey� a truss system. Before use, the budding designer must verily the opplicotsffity, of design parameters and property incorporate this design into the overa0 building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members onty. Additional temporary and permanent bracing M iTe k' - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrfcofion. storage. delivery. erection and bracing of trusses and truss systems. see ANSI/TPl1 OuaBly Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory LOADING (pso Paul848427431J14 CSI. DEFL. in floc) I/deb L/d PLATES GRIP �Ply1Webb, Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 Jack -Open 1 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 H -K >808 180 BCLL 0.0 Job Reference (optional)' SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:31 2016 Page 1 ID:Eglu_SOc oyDbn?TmOuxYxyfL9w-1U59Emlp4wcGAVg7BZ4ygJoL3EsxLWR81WnKQydQaE 6-0-0 } 13-11-11 3-0-0 6-0-0 • 7-11-11 Scale = 1:32.8 Plate Offsets (X Y)— (13:0-6-2,0-0-41 Design valid for use only with Mriek® connectors. This design is based only upon parameters shown, and is for on individual building component, not LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 H -K >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 H -K >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 F n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 47 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except 01=length) B=0-5-8, H=Mechanical, C=0-3-0. (lb) - Max Horz B=220(LC 4) Max Uplift All uplift 1001b or less at joints) C, D, E except 8=-137(LC 4), F=-105(LC 5) Max Grav All reactions 250 Ib or less at joint(s) H, C, D, E except B=532(LC 1), F=276(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. u NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, D, E except (jt=1b) B=137, F=105. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ1?'pF ESS/ONS IEODOs�F� �P Fc L0 w C 75435 c m Of EXP. 03/31/2018 L* _ *. OF CAL\F September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A,111­7473mi, 1010=015 BEFORE USE. Design valid for use only with Mriek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■.Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lobricotion. storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPil Quality Criteria, DSS -89 and BCSI Building Component 7777 Greenback Lane Safety Irdorma8on ovoilable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty DEFL. Webb, Paul (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 848427432 1603-1047 J15 Jack -Open 6 [ly� 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) Job Reference (optional) SYSTEMS PLUS LUMIitK GU, I ANUtKSUN, GA a.0 iu s r pr cu cu io mr cn uruumnea, ms.. ..'—p uyo ID:Eglu SOc_oyDbn?TmOuxYxyfL9w-VgfXS6lSrEk7ofFKIGbBhCFz5SZ5golaNyFKssydQaD -3-0-0 6-0-0 12-6-0 3-0 0 6-0-0 6-0-0 A Scale = 1:30.0 F G LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.03 H -K >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.09 H -K >808 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 F n/a n/a BCDL 10.0 Code IBC2012frPI2007 Matrix -MSH LUMBER- BRACING - PLATES GRIP MT20 220/195 Weight: 43 Ib FT = 20% TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except 01=1ength) B=0-5-8, H=Mechanical, C=0-3-0. (lb) - Max Horz B=204(LC 4) Max Uplift All uplift 1001b or less atjoint(s) C, D, E, F except B=143(LC 4) Max Grav All reactions 250 Ib or less at joint(s) H, C, D, E, F except B=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7.10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf,, h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, D, E, F except 0t=1b) B=143. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,()FESS/pN CO�� 1 EODO A, P F c LU w C 75435 c rn EXP. 03/31/2018 September 15,2016 ® 4 WARNING- VerW design Parameters end READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MX7173 rev. 101031WIS BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown• and is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■■�•YY building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required far stability and to prevent collapse with possmle personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of pusses and truss systems. see ANSI/TPII Oua5fy Crifeda, OSB -89 and BCSI BuYding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heirrhts.CA 95610 4 Job Truss Truss Type Qty Ply Webb, Paul SUPPORT 848427433 1603-104T J18 JACK 2 1 Job Reference (optional) SYSTEMS NLub LUMBER CO, ANDERSON, CA 8.0105 Apr 4v 4u ro rvn r nn inuusmns, mu. r nu Op w ua.ao. aj <v 1 rage r ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-ztDvfSm4cYs PpgWJz6OEPo8SsvaPF?kcc?uOlydOaC 30-0 3-6.0 - 3.0-0 3-6-0 Scale = 1:12.4 C NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf-, h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; canblever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=11b) B=196, D=109. 6) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 Ib down and 96 Ib up at 1-11-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: D -E=-20, A -C=-70 Concentrated Loads (lb) Vert: H=39(F) .9,0F ESS/pN T E 0 pis �F2c i ILD w� C 75435 c rn n v* EXP. 03/31/2018 /* t September 15,2016 ® WARNING - Verl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE UX7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Malek® connectors. This design is based ony upon parameters shown, and is for on individual building component, not a truss system. Before use. the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall ��■��.YYY` building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent coDapse with possible personal injury and property damage. For general guidance regarding the labricotion. storage. delivery, erection and bracing of trusses and tens systems, see ANSI/TPII OuaSty Cdtedo, DSB-89 and BCSI Building Componerd 7777 Greenback Lane Salley Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 4.00F1 2 SUPPORT B H NAILED A 4x6 = D 3-G-0 3-" - -- Plate Offsets (X Y) - (B:0-0-14 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC1 0.19 Vert(LL) -0.05 D -G >752 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.05 D -G >786 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 B n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH Weight: 16 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc pudins. BOT CHORD 2X4 DF N0.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) B=420/0-3-8, D=-4310-3-8, D=-03/0-3-8 Max Horz B=72(LC 22) Max Uplift B=196(LC 4), 0=-109(LC 19), D=43(LC 1) Max Grav B=420(LC 1), D=176(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf-, h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; canblever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=11b) B=196, D=109. 6) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 Ib down and 96 Ib up at 1-11-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: D -E=-20, A -C=-70 Concentrated Loads (lb) Vert: H=39(F) .9,0F ESS/pN T E 0 pis �F2c i ILD w� C 75435 c rn n v* EXP. 03/31/2018 /* t September 15,2016 ® WARNING - Verl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE UX7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Malek® connectors. This design is based ony upon parameters shown, and is for on individual building component, not a truss system. Before use. the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall ��■��.YYY` building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent coDapse with possible personal injury and property damage. For general guidance regarding the labricotion. storage. delivery, erection and bracing of trusses and tens systems, see ANSI/TPII OuaSty Cdtedo, DSB-89 and BCSI Building Componerd 7777 Greenback Lane Salley Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty DEFL. Paul (loc) I/def! L/d TCLL 20.0 �PlyIWebb, 848427434 1603-1047 J19C Jack -Closed 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.45 Vert(TL) Job Reference o tional SYSTEMS PLUS LUMBER GO, ANDERSON, GA a.ulU s Apr [u ZUI0 MI I etc InausmeS, Inc. I nu aep w uv:o0ao cu 10 rage r ID:Eglu_SOc oyObn?TmOuxYxyfL9w-ztDvfSm4cYs_PpgWJz60EPo8gswePF?kcc?uOlydOaC -3-0-0 3-6-0 3-0-0 3.6-0 A Scale = 1:13.5 C SUPPORT Id LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.02 D -G >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.04 D -G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 B n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH LUMBER - TOP CHORD 2X6 OF SS G BOT CHORD 2X4 OF Stud/Std G REACTIONS. (Ib/size) 8=456/0-7-8, D=61/Mechanical Max Harz B=88(LC 4) Max Uplift B=178(1_C 4), D=-17(LC 5) Max Grav B=456(LC 1), D=80(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 220/195 Weight: 19 Ib FT = 20% . BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right 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 nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except at --lb) B=178: 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q,?,OF ESS/ON - T E 000s� cry LU LU C 75435 c M EXP. 03/31/2018 OF CAUL September 15,2016 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MIP7473 re, IOMY2015 BEFORE USE. Design vo5d fa use only with Mitek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■ building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Hei tqs CA 95610 Job Truss Truss Type Oty DEFL. Webb, Paul (loc) Well L/d TCLL 20.0 Plate Grip DOL 848427435 1603-104T L8 RAFTER 22 [Ily1 1 240 TCDL, 15.0 Lumber DOL . 1.15 BC 0.00 Vert(TL) Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANDERSON, GA. a.ulu s Apr [u zwo mi 1 eK mausmes, Inc. I nu oep to uaso:.sv cu to rage r ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-R3nHtoniNr rlyPithdfmdLLKGMr8hFtgGkRwkydQaB 1-6-13 3-3-5 + 6-11-14 + 9-8-12 i 13-8-3 1-8-8 3-8-9 2-8-14 3.11-7 r ,. A LOADING (psi) SPACING- 2-0-0CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 E -F >999 240 TCDL, 15.0 Lumber DOL . 1.15 BC 0.00 Vert(TL) -0.01 E -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 F n/a n/a BCDL 10.0 Code ISC2012/TPI2007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF SS G PLATES GRIP Weight: 34 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-3-8. (lb)'- Max Horz A=193(LC 5) Max Uplift All uplift 100 lb or less at joint(s) D, C, B, E except F=140(1 -C 5) Max Grav All reactions 250 Ib or less at joint(s) A, D, C, B, E except F=270(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, C, B, E except Qt=1b) F=140. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, F, D, C, B. E. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. t Q?,pFESS10N SEOpOs'IeF� LU LU C 75435 c m a EXP. 03/31/2018 OF September 15,2016 ® WARNING . Verily design panamafers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev. 1010312015 BEFORE USE. Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■�i��`YYY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent brocing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricotion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM111 Quoddy Criteria, DSB-89 and BCSI Building Component 7777Greenback Lane Safety Irdorma8on ovoBable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty PlyWebb, Paul (loc) I/deft Ud TCLL 20.0 Plate Grip DOL R49427436 1603-1047 SC1 Jack -Open 12 1 240 TCDL 15.0 Lumber DOL 1.15 BC 0.42 Vert(TL) Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANDERSON, GA n.UIU s Apr 2U ZUIb Mi t en inausmes, inc. i nu bep Ta uxao:sa [u10 rage I , ., ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-R3nHloniNr_rlyPithdfmdLJaGGL8hFtgGkRwkydOaB - -3-0-0 1-11-11 2-0-0 ' 3-0-0 1-11-f 1 0.5 A Scale = 1:11.1 C SUPPORT 1-11-11 2- 1 -n -n o- s Plate Offsets (X Y) - (B•0-1-2 Edge► LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 G >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.42 Vert(TL) 0.01 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a n/a BCDL 10.0 Code IBC2012frP12007 Matrix -MSH LUMBER- BRACING - PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 2-" oc puffins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) B=458/0-5-8, D=-70/Mechanical Max Horz B=72(LC 4) Max Uplift 13=215(1-C 4), D=-70(LC 1) Max Grav B=458(LC 1), D=82(LC 4) FORCES. (lb) - Max. Comp./flax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except Qt=1b) B=215. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. t 9?tOF ESS/ON p TEOp�sAl< LU LU C 75435 c m of X EXP. 03/31/2018 OF September 15,2016 ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED NIIEK REFERENCE PAGE MI})/)3 fay. 10/03,7015 BEFORE USE. Design valid far use only with hLlek® connectors. This design is based only upon parameters shown• and is for on individual building component. not � • o truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall i•�■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ordy. Additional temporary and permanent bracing M ITe k• is always required for stability and to prevent collopse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Informudon available from Truss Plate Institule. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Mei hts CA 95610 Job Truss Truss Type Ory DEFL. in (loc) Well L/d Webb. Paul TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 G >999 240 I [ly� 848427437 1603-1047 SC2 Jack -Closed Structural Gable 10 1 BCDL 10.0 Code IBC2012lrP12007 Matfix-MSH Weight: 19 Ib FT = 20% LUMBER- BRACING - Job Reference o tional SYSTEMS PLUS LUMBER CO. ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:35 2016 Page 1 ID:Egtu_SOc_oyDbn?TmOuxYxyfL9w-vFLg48oK896if6zvQO9uJgtUKggntBVl3wU TBydOaA -3-0-0i - 2.0-0 __ 3-11-11 3-0-0 2-0-0 1-11-11 Scale = 1:14.6 Plate Offsets (X Y)-- (B'0-0-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.15 Vert(TL) 0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matfix-MSH Weight: 19 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) C=75/Mechanical, B=466/0-7-8, D=-17/Mechanical Max Horz B=98(LC 4) Max Uplift C=33(LC 8), B=-201 (LC 4), D=-17(LC 1) Max Grav C=75(LC 1), B=466(LC 1), D=35(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCD L=6.Opsf; BCDL=6.Opsf; h=2511; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33,plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, D except 611=11b) B=201. ESS/ pN 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OF �� I EODO q(< Q LU C 75435 c m w EXP. 03/31/2018 OF CN_tF _ September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE M1})473 rev. 10/93,7015 BEFORE USE. Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use. the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Inns web and/or chard members only. Additional temporary and permanent bracing Welk' is always required for staility and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIMI Quality Cdtedo. DSB-B9 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights. CA 9561D Job Truss Truss Type Oty in (loc) Webb, Paul L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 [ly� 848427438 1603-1047 , Vol, Valley 1 1 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) SYSTEMS BLUS LUMtdEK GU, ANUEKSUN, GA a.uiu s Apr zu zu-lo am 1 en inausines, Inc. r nu Sep sa ua:do:ao zu io rage r I D: Eql u_SO c_oyDbn?TmOuxYxyfL9w-v F Lg48oKB96if6zvQO9u JgtTggY Nt7c 13wU_T BydOaA r - .8-6-0 10-6-0 r - 8-66-0 2-0.0 E D 3x4 20 II LOADING (ps, SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) n/a We 999 TCDL 15.0 Lumber DOL 1.15 BC 0.69 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 C n/a n/a BCDL 10.0 Code IBC2012/rP12007 Matrix -SH LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD BOT CHORD 2X4 DF Stud/Std G BOT'CHORD WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=265/10-6-0, C=-1 1 811 0-6-0, D=-29/10-6-0, E=723/10-6-0 Max Harz A=116(LC 4) Max Uplift A=13(LC 4), C=-118(LC 1), D=-40(LC 3), E=-139(LC 4) Max Grav A=265(LC 1), C=33(LC 4), E=723(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS B -E=-570/207 PLATES GRIP MT20 2201195 Weight: 39 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) C 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 100 Ib uplift at joint(s) A, D except (R=Ib) C=118, E=139. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. = 1:18.8 Q?,OF ESS/ON TEOpOs�Fti LU LU C 75435 M EXP. 03/3112018 OF M September 15,2016 ® WARNING - Verify design paremetens and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE AIX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Milek® connectors. this design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overoll ■.Y■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• u always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Irdormotion available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite log Citrus H.,ghls. CA 95610 Job Truss Truss Type Oty Ply Webb, Paul I/deft L/d TCLL 20.0 Plate Grip DOL 1.15 848427439 1603-104T V02 Valley 1 1 Lumber DOL 1.15 BC 0.48 Vert(TL) n/a nla Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Thu Sep 15 09:36:35 2016 Nage 1 ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-vFLg48oK896if6zvQO9uJgtVOgbft7J 13wU_TBydQaA 6-6-0 8-6-11 6-6.0 2-0-0 E D 3x4 % 20 II LOADING (PSI SPACING- 2-0-0 CSI. DEFL. ' in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.15 BC 0.48 Vert(TL) n/a nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 C n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -SH LUMBER - TOP CHORD 2X6 OF SS G BOT CHORD 2X4 OF Stud/Std G WEBS 2X4 OF Stud/Std G REACTIONS. (Ib/size) A=196/8-0-0, C=-2218-6-0, D=-7/8-6-0, E=494/8-6-0 Max Hoa A--91 (LC 4) Max Uplift A=8(LC 4), C=-22(LC 1), D=-15(LC 3), E=-95(LC 4) Max Grav A=196(LC 1), C=9(LC 4), E=494(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B -E=-383/161 Scale = 1:16.9 PLATES GRIP MT20 220/195 Weight: 31 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) C considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C, D, E. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pF ESS/pN SEOp�s�F�c LU LU C 75435 c m Q M *\ EXP. 03/31/2018 /* OF CAL' September 15,2016 ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. 10/03/2015 BEFORE USE. Design void for use only with AAfTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lobricotion, storage. delivery. erection and bracing of trusses and truss systems. see ANSII1Pl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Irdormation available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 JobTVO SPACING- 2-0-0 Truss Type Qty Ply Webb, Paul Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) 848427440 1603-1047 Valley 1 1 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES Job Reference o tional ' SYSTEMS PLUS LUMBER CO. ANDERSON, CA a.UI V s Apr to LUI V Mr i eK inaussnes, Inc. i nu oep w um[ o:ao cu w rage i ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-OSu2lTpyvTEZGGYS 6g7s2Oh54Oecb1AlaDY?dydQa9 4-6-0 6-6-0 4-6-0 2-0-0 C E D 3x4 2x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) nla n/a 999 TCDL 15.0 Lumber DOL 1.15 BC 0.17 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 C n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -SH Scale = 1:13.4 PLATES GRIP MT20 220/195 Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putting. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 6-6-0. (lb) - Max Harz A=66(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) A, C, E Max Grav All reactions 250 Ib or less at joints) A, C, D except E=313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. It; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) C considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, C, E. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ?,()FESS/pN\ TEOp�s�c�2 LIJLU C 75435 c rn * EXP. 03/31/2018 C OFCAOF September 15,2016 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MriekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overo0 ■-�•YY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIJPII Qualify Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane , Safety Information available Irom Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite log Citrus Heights, CA 95610 Job Truss Truss Type Ory CSI. Paul848427441 (loc) I/defl Ud PLATES GRIP TCLL 20.0 M iTe k' [lyIWebb, 1.15 1603-104T - VO4 Valley 1 TCDL 15.0 Citrus Hei hts CA 95610 Lumber DOL 1.15 BC 0.26 Vert(TL) n/a n/a 999 Job Reference (optional) SYSTEMS PLUS LUMBER GO, ANUt KbUN, GA o.0 iu s rapr <u <u ro rvn i cn a wunca, n ice. ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-OSu2lTp;EZGGYS_6g7s20ht4_GcblAlaDY?dydOa9 i-0 i-0 Scale = 1:10.2 B C 3x4 CONN. LOADING (psf) �© SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 M iTe k' Plate Grip DOL 1.15 TC 0.05 Vert(LL) We n/a 999 MT20 220/195 TCDL 15.0 Citrus Hei hts CA 95610 Lumber DOL 1.15 BC 0.26 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B We We BCDL 10.0 Code IBC2012/rP12007 Matrix -SH Weight: 14 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=150/4 -6 -0,B=117/4 -6-0,C=33/4-6-0 Max Horz A=42(LC 4) ' Max Uplift A=l5(LC 4), B=-49(LC 4) Max Grav A=150(LC 1), B=117(LC 1), C=67(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) B 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 100 lb uplift at joint(s) A, B. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FEXP.03/31/201 Q�pFESS/0��sF�LU� rn 8 OF CAl1-" September 15,2016 ® WARNING - VeA1y, dealgn peremet. and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. �© Design valid for use only with Iw'TekO connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the budding designer must verily the applicability of design parameters and property incorporate this design into the overall ■�Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent brocing . M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labrico6on, storage. delivery, erection and bracing of trusses and truss systems. see ANSIM11 OuaWy Criteria, DSB-89 and BCSI Building Componersl 7717 Greenbank Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite Iff Citrus Hei hts CA 95610 Job Trus 5 Truss Type Ory Pty Webb, Paul 3x4 % I 848427442 1603-104T V05 Valley 1 1 2-0-0 . CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Job Reference (optional) SYS I tMb FLUS LUMI3LK GU, ANUtKSUN, GA I o.ulu s Apr LV LulO MI I ex InauSmes, Inc. 1 nu aep la ue:Ja:J/ LV la rage 1 ID:Egtu SOc oyDbn?TmOuxYxyfL9w-seSOVppagmMOu07HYpBMOFzs1TO?L2?KXEz5X3ydOa8 2-6.0 2-6-0 Scale = 1:6.9, a oo 112 B REACTIONS. (Ib/size) A=60/2-6-0, B=47/2-6-0, C=13/2-6-0 Max Harz A=17(LC 4) Max Uplift A=6(LC 4), B=-20(LC 4) Max Grav A=60(LC 1), B=47(LC 1), C=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pF E SS/pN 1 E OD Fti LU w C 75435 c M EXP. 03/31/2018 OF� September 15,2016 ® WARNING - Vedfy design parameters and READ NOTES ON 7N/S AND INCLUDED M17EK REFERENCE PAGE M/}7473 re, 10103/2015 BEFORE USE. R Design vcfid for use only with MlekO connectors. This design B based only upon parameters shown, and is for on Individual building component, not �J a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckfing of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " fabricolion. storage. delivery, erection and bracing of trusses and truss systems, see ANSI(IPII Quality Criteria, DSS -89 and BCSI Budding Component 7777 Greenback Lane Safety lnf r alion available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Hekilats. CA 95610 C 3x4 % I LOADING (psi) SPACING- 2-0-0 . CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a n/a BCDL 10.0 Code IBC20121TP12007 Matrix -SH Weight: 7 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - REACTIONS. (Ib/size) A=60/2-6-0, B=47/2-6-0, C=13/2-6-0 Max Harz A=17(LC 4) Max Uplift A=6(LC 4), B=-20(LC 4) Max Grav A=60(LC 1), B=47(LC 1), C=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pF E SS/pN 1 E OD Fti LU w C 75435 c M EXP. 03/31/2018 OF� September 15,2016 ® WARNING - Vedfy design parameters and READ NOTES ON 7N/S AND INCLUDED M17EK REFERENCE PAGE M/}7473 re, 10103/2015 BEFORE USE. R Design vcfid for use only with MlekO connectors. This design B based only upon parameters shown, and is for on Individual building component, not �J a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckfing of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " fabricolion. storage. delivery, erection and bracing of trusses and truss systems, see ANSI(IPII Quality Criteria, DSS -89 and BCSI Budding Component 7777 Greenback Lane Safety lnf r alion available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Hekilats. CA 95610 JobTruss C Truss Type Qty Ply Webb, Paul .. ' SPACING- 2-0-0 CSI. I R48427443 1603-104T V06 Valley 1 1 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.15 Vert(TL) n/a nla 999 Job Reference (optional) SYS7 LMS I'LU5 LUMULK LU, ANLItKSUN, LA a.0 iv s rapr 4v cv ro mr r en uruubumb, nrc. i Iru onp ry royc r ID:Eou_SOc oyDbn7TmOuxYxyfL9w-seSQVppagmMQuQ7HYpBMOFzszTMDL27KXEz5X3ydQa8 3-8-15 3.8-15 Scale = 1:9.0 B t CONN. OF C Al.1F". September 15,2016 ® WARNING - Verify design perarneters and READ NOTES ON THIS AND INCLUDED )WREK REFERENCE PAGE M11-7473 rev. 1CM3/2015 BEFORE USE. �e Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component, not e� a truss system. Belore use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■.Y building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTek" is alwoys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lobricolion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 C 3x4 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) We n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.15 Vert(TL) n/a nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a n/a BCDL 10.0 / Code IBC2012frPI2007 Matrix -SH Weight: 12 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins. BOT CHORD 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=11613 -8 -15,B=90/3 -8-15,C=26/3-8-15 Max Horz A=32(LC 4) Max Uplift A=l2(LC 4), 8=-38(LC 4) ' Max Grav A=116(LC 1), 8=90(LC 1), C=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom Chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) B considers parallel to grain value using ANS11TPI 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 100 lb uplift at joint(s) A, B. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�kOF ESS/ON EODOs�F� w C 75435 r LU EXP. 03/31/2018 OF C Al.1F". September 15,2016 ® WARNING - Verify design perarneters and READ NOTES ON THIS AND INCLUDED )WREK REFERENCE PAGE M11-7473 rev. 1CM3/2015 BEFORE USE. �e Design valid for use only with MlekO connectors. This design is based only upon parameters shown, and is for on individual building component, not e� a truss system. Belore use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■.Y building design. Bracing indicated is to prevent buckling of individual tens web and/or chord members only. Additional temporary and permanent bracing M iTek" is alwoys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lobricolion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty CSI. Webb, Paul (loc) I/def! Ud PLATES GRIP TCLL 20.0 jP1y� 848427444 1603-104T W01 Rafter 11 1 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 A -B >999 180 Job Reference (optional) SYSTEMS PLUS LUMtdEK GU, ANUEKSUN, L;A o.0 w s Apr a cu lo mi r en uruwus,s, ins:. r Ilu oup ro ray, r ID:Eglu_SOc_oyDbn?TmOuxYxyfL9w-KgOoj9gDR4UGW aiT6XibxTV l ctjn4V FTluif3WydQa7 3-0-7 3-0-7 B 30-7 3-0-7 Scale = 1:10.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 A -B >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 A nla n/a BCDL 10.0 Code IBC20121TP12007 Matrix -MSH Weight: 7 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=99/0-3-8, B=99/Mechanical Max Harz B=35(LC 4) Max Uplift A=42(LC 4), B=-30(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.0psf'on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 201/ has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q9,OF ESS/pN T E000s-1,/F� w C 75435 c r EXP, n�i2018 OF September 15,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 1111TEK REFERENCE PAGE UX7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Mlek® connectors. This design is based only upon parameters shown, and is tot an individual building component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of Trusses and truss systems, see ANSI/TPII OuaBly Crltedo, DSB-89 and SCSI Building Componerd 7777Greenback Lane Safety Informoflon ovoBable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Oty PLATES GRIP Webb, Paul Plate Grip DOL 1.15 TC 0.00 Vert(LL) -0.00 A >999 240 [ly� 848427445 1603-1047 W02 Rafter 9 1 WB 0.00 Horz(TL) -0.00 A n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Job Reference (optional) SYS I tMb FLUS LUMBLK GU, ANUtKSUK, UA 0, r ubmin, cvcv r v run r on n —v r rayo I D: Eglu_SOc_oyDbn?TmOuxYxyfL9w-KgOoj9gDR4UGWaiT6XibxTV 18tjrt4VFT1uif3WydOa7 0� 15 0-6-15 2-3-8 4.00 12 Scale = 1:6.6 B LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.00 Vert(LL) -0.00 A >999 240 TCDL 15.0 Lumber DOL 1.15 8C 0.00 Vert(TL) -0.00 A >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 A n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 2 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=23/0-3-8, B=23/Mechanical Max Horz B=8(LC 4) Max Uplift A=10(1 -C 4), B=-7(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pF ESS/pN TEOp0s UJ UJ C 75435 c M EXP. 03/3112018 OF CAUFv• September 15,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid far use only with MTTelaD connectors. this design is based only upon parameters shown, and is for on individual budding component, not a truss system. Before use. The budding designer must verity the applicability of design parameters and property incorporate this design into the overall ■■■��.YYY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding The fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criferfo, DSB-89 and SCSI Budding Component 7777 Greenback Lane Saley Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 1 Job Truss - Truss Type ' DEFL. in (loc) I/deft Ud PLATES GRIP Paul Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 A -B >999 240 TCDL 15.0 [lyIWebb, R48427446 Vert(TL) -0.00 A -B >999 180 1603-104T W03 Rafter 10ty 14 Horz(TL) -0.00 A n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 7 Ib FT = 20% LUMBER- BRACING - Job Reference (optional) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SYSTEMS PLUS LUMBER CO, , ANDERSON, CA 6.06 s Apr zu zula MiT MITex Industries, Inc. Thu Sep to 09:36:36 co to rage s ID: Eglu_SOc_oyDbn?TmOuxYxylL9w-KgDoj9gDR4UGWaT6XibxTV l ctjn4 V FTluif3WydOa7 3.0.7 3-0-7 Scale = 1:10.3 B LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 A -B >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 A n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 7 Ib FT = 20% LUMBER- BRACING - TOP CHORD , 2X6 OF SS G TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=99/0-3-8, B=99/Mechanical Max Harz B=35(LC 4) Max Uplift A=-02(LC 4), B=-30(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 • 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. September 15,2016 ® WARNING - Verify design Parameter add READ NOTES ON THIS AND INCLUDED BI/TEK REFERENCE PAGE NIL7473 rev. 10/03/2015 BEFORE USE. , Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and Is for on Individual budding component, not a truss system. Before use. the budding designer must verity the applicability of design parameters and property incorporate this design into the overall ■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/err chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and brocing of trusses and truss systems. see ANSI/rPll OuaBly Critedo, DSB-89 and BCSf Budding Componerd 7777 Greenback Lana Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type i. Oty in Webb, Paul Weft Ud ' ' TCLL 20.0 [ly� 848427447 1603-1047 W04 Rafter 12 1 TCDL 15.0 ' BC 0.00 Vert(TL) -0.00 Job Reference (optional) SYS I tM5 FLUS LUMIJLK GU,. ANUtKSUN, LA o.0 w s Apr [u w10 IMP I UK mau.—, mc. i nu ..p w va.00 <v.o I.Y. i ID:Eglu SOc oyDbn?TmOuxYxyfL9w-alaAwVrrCOc77kHgfEDgTg2CsH30pyUc YSCcyydOa6. 0.10.15 3-0-7 0-10-1s 2-1-8 , 4.00 12 Scale = 1:6.8 B LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP ' TCLL 20.0 Plate Grip DOL 1.15 TC 0.00 Vert(LL) -0.00 A >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 A >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 A n/a n/a BCDL 10.0 Code IBC2012frPI2007 Matrix -MSH Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF SS G , TOP CHORD Structural wood sheathing directly applied or 3-0-7 ac purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=29/0.3.8, B=29/Mechanical Max Harz B=10(LC 4) Max Uplift A=12(LC 4), B=-9(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joints) A. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,pFESS/p/V • h��� �� 1 EOpOs �Fti P F LU LU C 75435 c rn EXP. 0313112018 OF C� September 15,2016 ® WARNING - Vedfy dwign parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/101 S BEFORE USE. Design valid for use only with MiTea connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design porameters and property incorporate this design into the overall ■ building design. Bracing indicated is to prevent bucking of individual tens web and/or chord members only. Additional temporary and permonent bracing M iTek' is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criterta, DSB-89 and SCSI BuOding Component 7777 Greenback Lane Safety lnformaSon avoBable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 I Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y 1 /4 6 4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Dl In amae or Personau j g ry offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1, Additional stability bracing for truss system: e.g. and fully embed teeth. diagonal or x-bracing, is always required. See SCSI. TOP CHORDS Q "/16' ci-2 c2-3 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves WEBS may require bracing, or alternative Tor I W m p $�� 3W bracing should be considered. aL,4 y� 2u ;�'O [� 3. Never exceed the design loading shown and never U U stack materials on inadequately braced trusses. o_ CO 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate �— designer, erection supervisor, property owner and plates 0-'Ag' from Outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. required direction of slots in Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. ' Plate location details available in MiTek 20/20 NUMBERS/LETTERS. tent of 8. noted, lumbe tex software or upon request. ime i of fabrication.ure shall not exceed 19% at tse PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant. preservative treated, or green lumber. ICC-ES Reports: The first dimension is the plate 10. Comber is a non-structural consideration and is the 4 4 width measured perpendicular ESR-131 1, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to x to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. - 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. M1 LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Output. Use T Or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at W ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. _r 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, @, MiTe 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 13 6 -os so