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RE: M11323 - M11323 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: CARLTON MoFh3p6n-4115 Lot/Block: Subdivision: Address: N/A City: PORT ST,LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there Is one, for the building. Name: License M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017fTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.bO3, section 5 of the Florida Board of Professional En ineers ek, PY No. Seal# Truss Name Date FI L� 1 T19884596 A 4/3/20 uu 2• -T19884597 A5 413/20 0 T19884598 A6 4/3/20 4 T19884599 A7 4/3/20 '5 T19884600 A8 4/3/20 REVIEWED FOR 6. T19884601 A9 4/3/20 7 T19884602 GRA 4/3/20 CODE COMPLIANCE 8 T19884603 GRB 413120 V 9 "T19884604 J2 4/3/20 ST. LUICIE COUNTY i 10 T19884605 J4 4/3/20 11 T19884604/3/20 CC 12 T19884607 A J8 4/3/20 S4^^ 13- - T19884608 KJ8 4/3/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the judsdiction(s) Identified and that the designs comply with ANSlrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly Incorporate these designs Into the overall building design per ANSUTPI 1, Chapter 2. �......... G E N .< No 68182 * = o : 1J 0'... STATE OF% :�` E�"% Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 Velez, Joaquin 1 of 1 4.00 12 Asa 27 Scale=1:57.8 17 '- 15 -- -' 14 '- 12 34 = 2x3 II 4A 3x8 = 3x8 = 4A 2x3 II 3x6 = fi-7-13 12-4-13 I I 21-7-3 27d3 340-0 67-13 Sg-0 9.2-7 5.90 67-13 Plate Offsets (X Y)- [2:0-0-2 Edget [10:0-0-2 Edge] LOADING (psQ SPACING- 2-M CSI. DEFL in (loc) War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.32 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Sc 0.58 Vert(CT) -0.61 14-15 >670 240 BCLL 0.0 a Rep Stress lncr YES WB 0.65 Hore(CT) 0.12 10 n/a n1a BCDL 10.0 Cade FBC2017rrP12014 Matrix -MS Weight: 163111 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-12 cc pudins. BOTCHORD 20 SP M 30 BOTCHORD Rigid ceiling directly applied or 4-11-7 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 10=0-8-0 Max Horz 2=-179(LC 8) Max Uplift 2=-832(LC 10), 10=-832(LC 10) Max Grav 2=1362(LC 1), 10=1362(LC 1) FORCES. (lb) -Max. CompJMax.Ten. - All forces 250(I1b) or less except when shown. TOP CHORD 2-3=3419/2395, 3-5=2771/2031, 5-6=-2770/2152, 6-7=-2770/2152, 7-9=-2771/2031, 9.10-3419M395 BOTCHORD 2-17=2132/3213, 15-17=-2132/3213, 14.15=-1269/2000, 12-14=2132/3213, 10-12=2132/3213 WEBS 6-14=635/983, 7-14=J731362, 9.14=-689/499, 6-15=-635/983, 5-15=-313/362, 3-15=-689/499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Intedor(1) 2-4.13 t0 13-7.3, Exterior(2) 13.7-3 to 20.4-13. Inledor(1) 20-4-13 to 31-7-3. Exterior(2) 31-73 to 35-0-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This Muss has been designed for a 10.0 psf bottom chord live load noncencufrenl with any other live loads. This item has been 4) a This miss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. electronically Signed and 5) Provide mechanical connection (by others) of Muss to bearing plate capable of withstanding 1001b upliftatjoint(s) except Qt=1b) sealed by Velez, Joaquin, PE 2=832, 10=832. using a Digital Signature. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50111 down and 47111 up at printed copies of this p 15-D-0, and 501b down and 47 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. document are not considered 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the signature must be verified LOAD CASE(S) Standard 1) Dead+ Roof Live(balanced): Lumber Increase=1.25, Plate Increase=1.25 any on an electronic copies. p s Uniform Loatls-6=- Joaquin PE No.68182 Vert 1-6=-54, 6-11=-54, 18-21=-20 MTek USA, Inc. FL Cart 6634 Concentrated Loads (Ib) 6904 Parke East Blvd. Tampa FL 33610 Vert: 26=-50(F) 27=-50(F) Date: April 3,2020 ®WARNING -Vedry Jeslgn yammerers and READ NOTES ON THIS AND INCLDDEDM?EKREFERENCEPAGEMIF747311. FOMM r5BEFORE USE vagd for use only With MITek® connedes. This design V based only upon paametars shown, and Is for on r"dual building component not Met a truss system Before use, the bul desgnermust von, the applicability of design paamelea and ppedy h,.P ate ads design MMe overall bWIN9design. Baring Mdirated lard Pavenl hutlJiig of Individual truss webeMlorchaNmembers oNY. Addinaaltempoaryandpemanantbradng Mffek' is always reyulmd for stabWty and to prevent collapse mth possible personal Nlury and propeM damage. For ,anal guldanoe repamhg Me IsMdcalion.stoage, daWery, erection and brad" of Moment and truss systems, see ANSUTP11 Oually QNela, DSB-99 AndBCSI Burden, Comyonam 6904 Perks East BNd. Safety Information avellede from Trust Plate lnstibuta, 218 N. Lee Sheet Sults 312. MeasMda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply M11323 T19884597 N111323 A5 SPECIAL 9 7 Job Reference o Donal Chambers Truss, Inc., Fort Pierce, FL 4.00 12 5xe WIBHS II 8.240 s Mar 92020 MTek Industries. Inc. Fit ADr 3 07:54:28 2020 Scale-1:59.8 13 12 5z12 = 2.3 II ass = 3x12 = 2.00 12 7D4i-0 20-0-6 26h0 34-0-0 10-0-0 I 9-10-0 i I 7:8 Plate Offsets (C.Y)- f2:0-1-15 Edoe1 14:0-3-0Edgel f10:0A-6 Edge] LOADING (psf) SPACING- 2-M CSI. DEFL in (hoc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.76 14 >539 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.1813-14 >344 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Hom(CT) 0.36 10 n1a We BCOL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 155 lb Fr=Oq LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2z4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Hors 2=-179(LC 8) Max Uplift 2=-803(LC 10), 10=803(LC 10) Max Gmv 2=1312(LC 1), 10=1312(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or 1-7-8 Be pudins. BOT CHORD Rigid ceiling directly applied or 3-9-12 Be bracing. WEBS 1 Row at midpt 6-14 FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5529/3776, 35=5164/3538, 5-6=5209/3667, 6-7=2424/1902, 7.9=246217813, 9-10=31952210 BOT CHORD 2-14=3466/5266, 13-14=1305/2115, 12-13=-19482995, 10-12=19482995 WEBS 3-14=355/314, 5.14=293/354,6.14=-2175/3326,6.13=-279/534,7-13=-237/277, 9-13=7861560.9-12=01269 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=3.2psf, BCDL=3.Opsf; h=14fb B=52h; L=3411; eave=611; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -"-D to 2-4-13, Interior(7) 24-13 to 13-7-3, Exterior(2)13-7.3 to 20-64, Intedor(1) 20-6-4 to 31-7-3, Extedor(2) 31-73 to 35-0-0 mne:C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 35-0 tall by 2-041 Wide will fit behveen the bottom chord and any other members. 6) Bearing atiolm(s) 2 considers parallel to grain value using ANSNrPI 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 1001b uplift atiolnt(s) except Qrlb) 2=803,10=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart6634 6504 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING -Vedy des/gn Pemmel. and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGENIP7473-e .. 10403/3015 BEFORE USE. Design valid for use only wig, MiTaW rmmact.. Tbls design Is based only upon paramelas shown. and! Is for an Indyldeal bulkb,g component not a trusssysem Berae use, the building designer amatvedy Ne.,[Icablliy ofdesknparemeh. aM pmpmy hadporate Ws desago Into tho mnsrao b0dingdesign. Bmdngh ImWdistopmnMbuWngOindNWualbusswebaMwa m=WmaNy. Addi6oreltompomryandpermaneMDmdng MiTek' Is always regained Rr stabl6y and b prevent collapse WM possible personal Injury and property damage. Fagameal guldsnce m ereng tie raMwgon.storage, defmry, aegN,n alM bati,g of busses atl buss systems,see ANSVIPIIOuariots a,MS and8CS]BuRdrng Component Sabylnformagon availeGermm Truss PletelnsliMe,218N.Las Street Suile312,Nexandda,VA22314. stB IM. 690s Parke East B Tampa FL 3a610 �9 4.00 12 3x12 = 2.00 12 6x10 Mr18HS = 5x6 = 1L ass = •afW 15-04 l 4155-0-1-0 784-0-0-0 bd-8 251 I -0-1-0 ass = Scale =1.61.9 Plate Offsets (X Y)- 12:0-1.15 Edgel 13:0-3-0Edaei f5:0-5-00-1-131 [7:0-2-7 Edge] (9:0-0-fi Edgel LOADING (psf) SPACING- 2-" CSI. DEFL in (too) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.69 14 >590 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.9214-17 >443 240 MT18HS 244/190 SCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.34 9 n/a r1a BCDL 10.0 Code FBG20171TP12014 Matrix -MS Weight: 167 lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30'Excepe 3-5,6-7: 2x4 SP M 31 BOTCHORD 2x45P M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8.0, 9=0-8-0 Max Hom 2=169(LC 8) Max Uplift 2=-803(LC 10). 9=803(LC 10) Max Grav 2=1312(LC 1).9=1312(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0oc purling. BOTCHORD Rigid ceiling directly applied or 2-2-0 Do bracing. FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(I1g) or less except when shown. TOP CHORD 24=5491/3336, 4-5=-5095/3071, 5-6=2314/1551, 6-8=2398/1533, 8-9=3199/1981 BOTCHORD 2-14=3040/5224, 13-14=-1195/2361, 12-13=1123/2199, 11-12=-173113001, 9-11=1731/3001 WEBS 4-14=A92/513, 5-14=1707/2959, 5-13=-005f196, 6.13=-179/522, 8.12=8931660, 8.11=0/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1r165mph (3-second gust) Vasd=128mph; TCDL-0.2psf; BCDL-3.Opsf; h=14ft; B=52ft; L=34ft; eavoi Cal It: Exp C; Encl.. GCpl=0.18: MWFRS (directional) and C-C Extedor(2) -1.0-0 to 24-13, Imedor(1) 24-13 to 31-7-3, Extedor(2) 31-7.3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will tit between the bottom chord and any other members. 7) Beanng at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=1b) 2=803, 9=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 8634 6904 Padre East Blvd. Tampa FL 33810 Data: April 3,2020 ®WARNING-VaMydnel9n Pammarera and REAONOTES ON MIS ANDINCLUDED MIIEX REF£RENCEPAGEAUP74T3 rev. 10/d3/2415 BEFORE USE sesses Design valid for use ony WO Mmak®corrosion. TNS design b based only upon paremeren shown, and Is for an individual building component, not e Uusssystem.BMomuse. Ina bidding designer nustveMy amapparabiliy otdazign evametm endivoNlyincmpurata mta design Into are Overall indifingdosign. BracingindlwtedlstopmvembucdngoftnTn ual UusswabanWorci memhmso y. AdG6onaltempomryandpmmanenlbmcing WOW Is atweys re4uned for staisllty and m prevent oallapsa WM possible personal Injury and pmperl damage. For genemi guidance regarding me faMwtion.storage, tleavery, eiectlan and bracing of busses and buss systems,sea ANSM11 Quality erlfeda.DSB-89 send SCSI 9uddlna Component Saho,lnrume6on evelleble Imm Tmes Plate Institute, 218 N. Lea 6trea4 Suite 31$Alaxantltla, VA22314. 6904 Puke East BAN. Tampa, R 36610 Job Truss Truss Type Ply M11323 ' �Qty T79884599 M.17323 A7 SPECIAL1 1 Job Reference (optional) Chambers Truss, Inc., Fort Plerce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fd Apr 3 07:54:30 2020 scan =1.60.8 5x8 = aan I,, Sxe = 6x12 = tirs II 3sB = 3x12 = 2.00 12 10dd 1441-0 26d-8 2%11-15 34-0-0 10.6d i 3d-12 8-0A 5.7-7 I 8-0-1 Plate Offsets MY)— 12:0-1-15,Edge] [4:0-0-0 0.2-3] [7:0-0-2 Edger LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (loc) Ndefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 ' 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Ved(CT) -1.1010-11 >369 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress lncr YES WB 0.95 Hom(CT) 0.34 7 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight. 147111 FT=0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'ExcepV 4-11: 2x4 SP M 30 REACTIONS. (size) 2=0-8-0, 7=03-0 Max Ham 2=149(LC 8) Max Uplift 2=803(LC 10), 7=-803(LC 10) Max Gmv 2=1312(LC 1), 7=1312(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc puffins. BOTCHORD Rigid ceiling directly applied or 4-0.2 oc bracing. FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(I1a) or less except when shown. TOP CHORD 23=5484/3370, 3.4=511613126, 45=2229/1544, 5-6=2448/1599, 6-7=3169/1993 BOT CHORD 2-11=307115219, 10-11=-1590/2874, 9-10=1738/2968, 7-9=-1738/2968 WEBS 3-11=419/443,4-11=1466/2647,4-10=812/448,5-10=205/487, 6-10=785/575, 6-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=165mph (3-second gust) Vasda128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1411; B=52ft; L=34ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-M to 2.4-13, Intedor(1) 24-13 to 31-7-3, Exterior(2) 31-73 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water collating. 4) All plates are MT20 plates unless otherwise indicated. 6) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Bearing aljolnl(s) 2 considers parallel to grain value using ANSNrPI 1 angle to groin formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjolnt(s) except Qt=1b) 2=803,7=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING-Verlydeslgnp ramalers and READNOTES ON TNISAND INCLUDED MITENREF£RENCEPAGEMIA7473 rev. fW X015BEFOREUSE. Design valid for use only Win b9TeM Cranston. This design is basetl only upon pareavaW.I n., and la for an individual balda, component not my a"as ryctom. Before use. ma buib'ug designer must verily the applicability of design parameters and pmpbry Inex an le rob design Into the Dumas bwldingdesign. Batlng Ndiated is to prevent buckfirg of lntlMtlualmna web andlm MaM member only. AdGg nallmppreryand permanentbrecng MOW N always requimd for stabllly end W prevent o lapse watt possible personal VNry and aria ry damage. Forgcncral guldance regarding the faMraaon, clo,ago, daAvery, erectioneM bracts afWsaeaaM buss systems,sae ANSglP11 WLIty Cdnrle, OSB-0gand BL51Bu➢d(ng Gmponanf 690a Parka East Bhd. Salatylnlama0on avalleble from Tmu Plate Institute, 218 N. Lea 6beet, Suite 313, Alexandria, VA 22314. Tempe, FL 36610 Job Truss Truss Type Oty Ply T798B4600 k111323 AS SPECIAL 1 �M11323 1 Job Reference (optional) Chambers Truss, Inc., Fad Pierce, FL 8.240 s Mar 9 2020 MiTek Industries. Inc. Fit Aor 3 07:54:31 2020 Scale =1:60.6 Sx6 = 4.00 12 4 21 3.4 = Px3 II 6a8 = 5 6 22 7 12 T1 3x12 2.00 12 5,12 = 3x4 = 4x5 = = Plate Offsets (X,Y)- [2:0-1-15 Edge) [7:0-5-8 0-2-81 LOADING (psi SPACING- 2-0-0 CSI. DEFL in (roc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(ILL) 0.65 12-13 s624 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 Be 0.90 Vert(CT) -1.0812-13 >379 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Hom(CT) 0.33 9 1 n1a BCOL 10.0 Code FBC2017rTP12014 Matrix -MS Weight 15416 FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Ho¢ 2=-129(LC 8) Max Uplift 2=-803(LC 10), 9=803(LC 10) Max Grav 2=1312(LC 1), 9=1312(LC 1) BRACING- TOPCHORD Structural wood sheathing dini applied or 2-2-0 cc pudins. BOTCHORD Rigid calling directly applied or 3-11-11 cc bracing. FORCES. (lb) -Max CompJMax. Ten. - All forces 250 (Ile) or less except when shown. TOP CHORD 2.3=5488/3444, 3-0=5117/3183, 4-5=-39112497, 5.6=.2576/1770, 6-7=-2586/1779, 7-8=2663/1762, 8-9=302V1971 BOT CHORD 2-13=3143/5224, 12-13=-1956/3292, 11-12=1369/2481, 9-11=-17052827 WEBS 3-13=-396/420, 4-13=1028/1721, 5-13=300/797, 5-12=894/601, 6-12=-265263, 7-12=294/391, 7-11=374/691, 8-11=535/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsh h=14ft; B=5211; L=34R; eava=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-M to 2-4-13, Interior(1) 2-0-13 to 31-7-3. Fxtedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) • 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 tell by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 Considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift atjoint(s) except Ot=lb) 2=803, 9=803. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING-VVNy design pammehra and READ NOTES ON MIS AND INCLUDED NBEKRVERENCE PAGE UX?413 rev. 1e/031015BEFORE USE Design va0d brass on1ywl0 Lai connaaWrs. TMs dadgn is based any upon parame nni.hewn, and Is fares IndMtlual twildis, companent. not ��eeC11 a Wu system Gefore use, We bwkang tlesigner mustvadfy the appreabaity of design parameters end properly Incorporate Mts desen Into are werdp -•Y�• buildnpdesign, Gracing Inli is a"vent buni oflndMdual Wss web aMlorehard members oNy. AddtiorWbmponaryendpemranentbradrg MiTek- Is slweys required for staWllry and W prevent collapse with possible p usanal Injury ano propertytlamage. Forgeroo l guidanceregarding Me fabdco0on, sWraga, tlaNrery. erection and DraMg Mousses and Wzs sysWms,see ANSYiOuiCdhda, OSad9 and BCSI Sunni Component Sahtylnhrmeeon svelte le ham Tress Plate InsaWte, 218 N. Lee Street Suite 312, A n.rulda, VA 22314. 6904 PeIXa East Blvd. Temps. FL 36610 4.00 12 4a4 = 3z4 = 213 II axe = 4 24 525 26 6 27 7 Scale - 1:58.6 3z5 = Us = 3xB = 6a = 3.6 = 3x4 = 3x5 Plate Offsets a.Y)— [2:0.0-14.Edge] [7:0-5-4,0-2-01 19:0314 0-1Al LOADING (psf) SPACING- 2-" CSI. DEFL. In (loc) OdeO Led PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 244119D TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.3811-21 >432 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.89 HOrz(CT) 0.02 13 nee real BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 156 lb FT=0 LUMBER - TOP CHORD 2x4 SP M 3D BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 13=0-8-0 Max Hom 2=109(LC 9) Max Uplift 2=430(LC 10), 9=-249(LC 10), 13=928(LC 10) Max Grew 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied or 5.11-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1275/1025, 34=913/7D8, 45=-829f7O5, 5-6=-565/807, 6-7=565/807, 7-8=104/278, 8-9=341/235 BOT CHORD 2.15=836e1187, 13-15=.34/309, 11-13=256/348, 9-11=-124/3D4 WEBS 3-15=425/501, 515=-444/665, 5-13=1215/1079, 6.13=264/300, 7-11=-255/396, 8-11=461/52I, 7-13=637t703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opst h=14ft; B=521f; L=34ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exte tor(2) -141-0 to 24-13, Interior(1) 24-13 to 5-25, Extedor(2) 5-25 to 14-9-11. Intedor(1) 14-9-11 to 19-2.5, Eztedor(2) 19-25 to 28.9-11. Interior(1) 28-9-1 t to 31-7-3, Fxtedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent Water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) ' This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=430, 9=249, 13=928. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cat OG34 6904 Parka East Blvd. Tampa FL 33610 Data: April 3,2020 ® WARNING -Wrby Ceslgnpv .husantl READ NOTES ON MIS AND INCLUDED MITERREFERENCE PAGE 11IIJ415mv. 1WOM015 BEFORE USE. Design valid br on only Mih MRek®mm,enaa. Tas design Is based any upon promoters sbvam, and Is for an IndMdual bu0ding componem, not ��®® a busasyshm.Before use,tbo buMing doNpartuatveMy InaaDpticxbM,.fdesgn Paromebre and 1.1sill nxWrate flJs design Into Neowrnal buad'vigdesamled . Smtigindiwlatopmventbud ngofind dual WsawebanNmdmrdmemboma y. AdGYonalranryormyandpermanmtl ng p�p�tY� IYItTBk- b always re9ubed larnabinyand b prevent mllaDse MM poasbb persaml 66ury eM prtpoM damage. Forgenmel guidance Rgald me fabricaton,storage, cl.Ws, bred, tn. and eussrydemsIna Ar QualityWoods, OS-09entl SCSI Building Domponenl ayalleblofmm Truss plate Insttdo, 210 N. Leo Stress, eute 312,Aexvddia,VA22314. e9114ParkeEast WSalatylnyrma0on Tme.FL 36610. Job Truss Truss Type ON' Ply M11323 • T19884602 1y411323 GRA HIP 1 1 Job Reference (optional) Chambers buss, Inc., Pon Pierce, FL 8.240 s Mar 9 2020 Mrrek Industries, Inc. THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 44 = 3 07:64:33 2020 Scale-1:60.6 34 = 3.6 11 3.6 = ex8 = 3.6 = 6x8 = 4x4 6x8 = 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 OUNJFIEO BUILDING DESIGNER AS PER ANSUTPI 1. 8-04 1L7-1 1860 26-0-0 340-0 e.a-0 1 11.1 I ]dd5 1 T.RJI I n-,>Jr � Plate Offsets IX Y)- f2:0-2-2 Edge] 13:0-3-8 Edpel 121:0-3-8 Edgel 124:0-3-8 0-3-0] R7:03-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip COL 125 TIC 0.91 Van(LL) 0.20 2435 >914 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.57 Vert(CT) -0.24 2932 >552 240 BCLL 0.0 ' Rep Stress Ina NO We 0.98 Horz(CT) 0.02 22 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 194 lb FF=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOTCHORD JOINTS REACTIONS. All bearings 0-8-0 Structural wood sheathing directly applied or 4-25 oc pudins. Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 7, 8, 19, 17, 14 (Ib) - Max Harz 2=179(LC 6) Max Uplift All uplift 1001b or less at joint(s) except 2=.351(LC 8). 27=1168(LC 8), 26=-1495(LC 8), 22=-625(LC 8) Max Grav All reactions 250 lb or less at joint(s) excepl2=487(LC 17), 27=2232(LC 13), 26=2929(LC 14), 22=984(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=304/838, 5.7=-588/1209, 7-8=588/1209, 8-12=-588/1209, 12-13=588/1209, 13-15=580/1209, 15-16=588/1209, 16-18=588/1209, 18-20=2230/1280,20-21=-2230/1280,21-22=-2271/1263,6-9=126/305,9-11=-106/363, 11-14=193/412, 14-17=-94/271, 19-21=143/272 SOT CHORD 2-29=247/677, 27-29=189/540, 26-27=7791446, 24-26=-411/653, 22-24=.108312108 WEBS 3-29=500/1176, 3-27=1766/911, 5-27=748/622, 5.26=-546/351, 13-26=9461617, 18-26=2412/1474, 18-24=-846/1780,21-24=35/351,4-5=-608/514, 19-20=335/305, 14-15=-556/407, 11-12=.254/54 NOTES. 11 Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.0psf h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcumenl with any other live loads. 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 351 Ib uplift at ]pint 2, 116816 uplift at joint 27, 14951b uplift at joint 26 and 6251b uplift at joint 22. 8) Girder carries hip end with B-0-0 end setback. 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 10) Hanger(s) or other Connection devic s(s) shall be provided sufficient to support concentrated load(s) 9671b down and 461 lb up at 26-0-0. and 967lb down and 461 lb up at 8-0-0 on bottom chord. The deslgn/seleodon 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). This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be Verified on any electronic copies. Joaquin Velez PE No.68182 MITak USA, Inc. FL Cad 66M 6904 Parke East Blvd. Tampa FL 33610 Dale: April 3.2020 andard ®WARNING - Verity designpmamemraend READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE M147473 ray. I54531015 BEFORE USE. Design plk for use only ws, Wek®cormeaom. TNs design to based only upon parsmsevs sbvwn, end Is for an Indivkual buadup someenen4 Col ��®® a truss system. Before use, the bulking designer must Verify theappllcablliy of design pemmekrs and propaM lnoayorate lhh deei, late the overall buiidingdesign. Bmdng irMrakd iskprev�nt buekGtp olbkMtlual buss cook mklorshoed memhen only. Addieonaltempmeryand permanent bradng MiTek' is always requlmd for stadliy and k prevent wllapsewim possible personal hfuryane perpestydamage. ForgemmiguldarceregaNhgoe fabrication. storage, delivery. emoen and bradag Of Wseas and We.6pkma. a. ANSIAnslf Ovally LYReda, DS"9an1BCS? augding Ceagoneat Sebrylefvenatien avaikbte hen Truss Plak Instihrte, 210 N. Leo BVee4 Suite 312, NemMde, VA 22314. Sees Parke Eau Blvd. Temps. A. Sell Job Truss Truss Type illy Ply M11323 T798B4802 M11323 GRA HIP 1 1 Job Reference o Donal Chambers Truss, Inc., Fort Pierce, FL 8240 s Mar 9 2020 MiTek Industries, Inc. Fd Apr 3 07:54:33 2020 Page 2 10 _etCl mC31xW?huls7ypJyuFUK-OK4cPSEUat2zdDvMgs4DTbSnSvPvIY6pmo9KAzUUjq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plI) Vert: 13=-54, 21-23=54, 2930=-20, 24-29=47(F=27), 24-33=20, 3-1 1=126(F=72),11-21=126(F=72) Concentrated Loads Qb) Vert 29=-641(F) 24=-641(F) ®WARNING Vedy tlealgn parmeters antl READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE M47473mv. 1"M015eEFORE USE. Designv dforuseanlywAh MRedScomledors. TN%det, Vbased my upon pmods. sonNo,end la roman edmid,nd bm10L,g compmee2 not m� A tons.system. Before use. the bulldt, designer must verify Me applicability of design parameters and properly Incorporate Nb design Into the overall b.X, Mdasign.BredngiMlralMbbgevenlbuddingo(IMrvidualhuvwabar,NmtivdmembersDoty.Ad&Ymallempour,andpemlanentbacin MiTek' Is eMxys repaired foretablliryend ro prevent mlWpsa wN, possible personal Njury end prepeMdama9e. For Ber,mal guNama regaNNg Ma faMcatian,¢tmeg.. defli erection and trading of busses and tones system%, coo ANSM110uality Criteria, MB-89 and SCSI Building Component e904 Pa" East BIM. Sehtylnlormadon avaoab fB Truss Plate InsWO, 218 N. Lee Sb L sulta 312. Ale>endda, VA22314. Tampa, FL M10 Job Truss Truss Type Ory Ply M71323 • T79884603 M11323 GRB HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 92020 MITek Industries. Inc. IF 5xl2MT16HS = Axle = 5x12 MT18HS 4.00 12 2x3 11 4x8 = 2.3 II 3 23 4 5 6 7 24 a 3 07:54:34 2020 Scale =1:58.6 4x6 = sea II Sx6 = 602 = 6.12 = 5x8 = ass II 4x6 = 8-M 131-0 20 I -0-0 26-0.0 34A1-0 t 8-0-0 BAD SAD R44r1 Plate Offsets (XY)- [3:0.9-00-2-81 t5:0-3-0Edgel f8:0.9-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Ooc) 8defl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.80 Vert(LL) 0.22 1&19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.3016-19 >820 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Inner NO WB 0.90 Hom(CT) 0.06 9 rda DID SCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 153 lb F7=0% LUMBER - TOP CHORD 2x4 SP M 30 GOT CHORD 2x4 SP M 3D WEBS 2x4 SP No.3'Except' 4-14,7-13: 2x6 SP No.2 REACTIONS. (size) 2=0-8.0, 13=0-8-0, 94-8-0 Max Hom 2=90(LC 7) Max Uplift 2=853(LC 8), 13=2590(LC 8), 9=-345(LC 8) Max Gmv 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) BRACING- TOPCHORD Structural woad sheathing directly applied or 3-1-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 5.3-14 oc bracing. WEBS 1 Row at midpt 3-14, 8-13, &13 FORCES. (lb) -Max. Comp./Max. Ten. - Al forces 250 (lb) or less except when shown. TOP CHORD 2-3=-0625/1950, 34=208011236, 4-6=2080/1236, 6-7=1296/2589, 7-8=-1296/2589, 8-9=751/370 BOT CHORD 2-16=1729/3460, 14-16=1753/3525, 11-13=-262/733, 9-11=-241/668 WEBS 3-16=435/1209, 3-14=1552r/74, 4-14=837/691, 7-13=878f7l3, &13=363511919, 8-11=432/1204,6-14>1453/2814,6-13=.3198/1807 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vesd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 par 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 3-64) tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 853111 uplift aljoint 2, 2590 lb uplift at joint 13 and 3451b uplift at joint 9. 8) Girder carries hip end with 8-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9671b down and 461 lb up at 26-0-0, and 967111 down and 461111 up at 8-0-0 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert "=-54, 3-8=131(F=-T7), 8-10=-M. 1&17=20, 11-16=AS(F=29), 11-20=20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Vole: PE No.68182 INTO USA, Inc. FL Cert6634 9904 Parke East Blvd Tampa FL 33610 Date: ADril 3.2020 ®WARNING. Verly design ymdrehnsand READNOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE 8r0.)bSmv t"V2015BEFORE USE. Design vafd for use only with MTak® wmwden. TNs design is based onlyupon parameters Moser, am is form individual Wgdng component, ml HV BE' a Wss sense,Befure um, Me bwking designer ennAvedry the eppgmbfiy of deep peremeters and pmpedyincmpmats Nb design lnb the Overall baldingdestgn. BreWngdtdlcatedietomeentbuckfrlg OflndhkualWmwebmworchordmembennay. AdGBonaltamporaryandmmmenlbracing WOW6alwaysMulmdforstablityandWprav Md apsewithmsdble Mrs Minjuryandpoperydamage. Forgmdai gutla�regarding Ma felemllon,storage. daMery� erection am daring of Unless and Mess sydems,me ANSUTPII Quallly CefeAq OSS-89 and BCS1 Bufrdleg Component SelorylnAdesulm evalWWef .Tnm Plata lneuwt0.218 N. I.A. Street, Suite 312. Alexandra, VA=14. 69W Parke East Blvd. Tempe, FL 36610 Job Truss Truss Type 01Y Ply • T19884603 M11323 GRB HIP 1 �M11323 1 InF Rulmmnro (nnlinml\ ours, ntu., run nmw, rL a.240 a Mar 9 ZU20 MITek lndusmes, Inc. Fri Apr 3 07:54:35 2020 Paget IG:SrRaEyyrg04M78G4mWBLWyuFUJ-MiCNQ7G16UIgtJ31HH7hVOB9S(3emSr6J6HGb2zUUJD LOAD CASE(S) Standard Concentrated Loads (Ib) Vert. 16=-641(F) 11=-641(F) ®WARNING-VeNy tleslpn paamerea antl READ NOTES ON THIS AND INCLUDED MmERREFERENCEPAGEMIF103 rv, 10MV2015 BEFORE WE. Design valid for use onywidt b 7"catmectors. This design le based MY upon parameter dean, and lafor an trMMdual begun, component, net �® Sal, . Ines. syn... Bebreuse,0. building disignermun,srify Ne applicability of design parameters and prepady inCOryrete Othe design Into the overall buiargdesign. BaMng inSpte]isbpavam bWdit, afiMhMual truss wabeMlortlwd ncemben oNY. AdGtionalmmpoaryend permanent brads, MOWis always re9ulred for ¢tebliiyond m preventeo0apse witlt pavlble personal MturyeM DapeMdamage. Forgeneralguldanm regarding Ibe Adecallon, Moage, da :racgon and bract, of susses ark buss system&¢ea ANSEFPI1 Quality Grant, DSM9 and SCSI goading Component SafetylnformaU4g evadable Nam Truss Plate leatiWta, 218 N. Us Street Suite 312. Measles, VA=14. 6904 Parke East Blvd. Tampa FL 36610 Job Tmss Truss Type Oty Ply M11323 T19884604 h111323 J2 MONO TRUSS g 1 Job Reference (optional) Chambers truss, inc.. ran rlerce, rL 3.4 = 92020 MiTek Industries, Inc. Fri Apr 3 07:54:35 2020 Scale -1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MP Weight 8lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (sae) 3=Mechanical, 2=0-M. 4=Mechanical Max Hoa 2=67(LC 10) Max Uplift 3=28(LC 10), 2=-136(LC 10), 4=3(LC 7) Max Grav 3=39(LC 15). 2=141(LC 1). 4=31(LC 3) FORCES. Qb) - Max. Comp./Max.Ten.-All farces 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 0o puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY, BCDL=3.Opst, h=14ft; B=52h; L=34f1; eave=6ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) Wne;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconwnent 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 3.64) tall by 2-M wide Will fit between the bottom chord and any other 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 28 lb uplift at joint 3, 136 lb uplift at joint 2 and 3 Ib uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING-Vo 1y desl9n pammemm and READ NOTES ON MIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev. 10,0=015 BEFORE USE. Deelgn Vdlid for use Only WM MIT" WTBCtore. This design Is based Tlyupon palenaters s1hoen. and! 13 for an India" h flaho, Wm,,oheM not a W53 ayetem Before ass, the bulMbp dealgnermust vadfy the applicability of design perimeters and property Iaccrparate this design Into the overall buldinBdesign. Bredng iMia[ed la to prevent Wrkgnp olletlNitlual Wsaweb atWordnN members oNy. Addictanaltemporstyandpemunentbmclog MiTek' Iaah pmqulredbrsWWiyendtopreventmllapsa With slblep monellnpwy pr rtydemage. Forgeneralguldaxeregamingthe hDdmtibn, stMeBa, delNeryryerectlen end Dretln9 ofWuea and Wee systems,see ANSM11 Qaallfy Cased., DSM9 and SCSI aegd(ng Cempononf Serewlef..Uon aralWGa Ben Trues Plate Institute. 216 N. Lee asset Suite 314 Al.dris. VA 22314. 6W4 Parke East Blvd. Temps. R a6810 Job Truss Truss Type Ory Ply • T79884605 M.11323 AMONO TRUSS 8 �1,111323 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3.4 = LOADING (psf) SPACING- 200 CSI. TOLL 20.0 Plate Grip DOL 1.25 TO 0.39 TCOL 7.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Mahix-MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD Zx4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mech3nical Max Hoe 2=104(LC 10) Max Uplift 3=-80(LC 10), 2=161(LC 10), 4-7(LC 10) Max Gmv 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. 8.240 a Mar 9 2020 MITek Industries, Inc. Fit Apr 3 07:54:36 2020 Page 1 ID:PDYLfd_SMdK4MSOTz7ZfRxyuFUH-q m12TGNWQXUTexr?ew5DJDW7UmV7DFYmlp8UzUUjn DEFL. in goc) I/deg L/d Vert(LL) 0.02 4-7 >999 360 Vert(CT) -0.02 4-7 >999 240 Hoa(CT) -0.00 3 Na n/a Scale-1:11.1 PLATES GRIP MT20 2441190 Weight: 141b FT=0 BRACING- TOPCHORD Structural wood sheathing directly applied or 400 cc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.OpsF, h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconwment 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 380 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 80 lb uplift at)oint 3, 161 It, uplift at joint 2 and 7 Ib uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 69U Parka East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING-V IydssIg,,1 mstorsnnd READ NOTES ON MIS AND INCLUDED MIrEKREF£RENCE PAGE MIId473., 10103@015 BEFORE USE. Deslgnvalid fit use onlywim MRek®owmeenrs. This design is Eased onlyupon parameters shorn, aM Is foran 1MNldual Wilding component not a Wu system. Before Use, the a04Eg desgnermustvenythe epplinabiliy of design parameters and pmpeMEicorporato this design brio Pe overall buildingdesign. Btacingi sated islopteventEutldingofiMNNualEusaarebardlorgprdnremEenoNy. AdtitlowltempararyandpemuneMbradng MiTek' Is always regaled for slabnity and w prevent collapse wM possible personad injury and property damage. Forgenen0 guidaxe regardCg the febdoaim storage, deMey, McBs% and bred" of W. and Mass syeteme, eee ANSVFPII CuaUty Edhda, DSS419 and SCSI Bugding Component 69" Perke East BIM. SSWlylnibnnatlon avallable from Truss Plate InGMWO, 218 N. Lea Sbse Suite 312,Alasandn , VA22314. Temps. FL 36610 Scale=1:14.6 kR8 64 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl, IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Ven(LL) 0.11 4-7 >629 360 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.83 Ven(CT) -0.12 4-7 >617 240 BCLL 0.0 Rep Suess Incr YES WB 0.00 Horz(CT) -0.00 3 DID n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 20 lb FT=O% LUMBER- BRACING- TOPCHORD 2x4 SP M 30 TOPCHORD Structural wood sheathing directly applied or 6-0-0Go pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. REACTIONS. (size) 3=11vechanical, 2=0-0-0, 4=Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-131(LC 10), 2=-194(LC 10), 4=8(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) FORCES. (Ib) - Max Comp.(Max. Ten. - Ad] forces 250(lb) or less exceptwhen shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3second gust) Vasd=128mph; TCDL-0.2psf, BCDL=3.Opsh h=14ft; B=52ft; L=34ft; eave=6ft; Cal 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and tomes S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 per bottom chord live load nonooncument With any other live loads. 3) • This truss has been designed far a live load of 20.Opsf on the bottom chord in all areas wham a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 131 lb uplift at joint 3, 1941b uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE Nc.68182 IBiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 3,2020 ® WARNING -Vallrydesl9np marstennnd READ NOTES ON MIS AND INCLUDED 017KREFERENCE PAGE Mdd473., fWX015 BEFORE USE. Design sued for use",alm MIT"camedprs. TNa design le basedany upon pammelere ehom, mM aWon Individual buga o, mmponent rut HV **BB a truss system. Before use, the building designer must sadly the appeoablliy of design parameter and properly ldcorysuate Mls design his the orerell uWaingdedgn.B,ade,g lMimtad ialdprvam burhGtg oflMnldual busswebaMladmN members only. Addeoneltempomryend peimaitenl bndng MiTek' Is always required for stability and 0 prevent collapse 0th possible personal injury and prosody damage. Forgeneri gWeanw rganfleg the fabncaeon, Manage. del". nsceon and bratlng of busses BM brat systems. see ANSIRP11 Quality ONhds, DSM9 and 8CSl Bugding Consonant SaleylnlmmaUon evaTl Wobon Truss Pistel.tW Lee Sb LSuih3l2.N..dda,VAn3l4. 6904 Parke East BIM. ,218N. Tampa, FL 36610 Job Truss Truss Type pry Ply M11323 • T19884607 M11323 is MONO TRUSS 20 1 Job Reference (optional) Gnambers Imes, Inc., Fort Fierce, FL ass = 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Apr 3 07:54:37 2020 Scale =1:17.4 a." LOADING (last) SPACING- 2-0-0 CSI. DEFL in (lot) gde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.62 Vert(LL) 0.26 4-7 >367 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Hom(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 26 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or6-D-0ec pudins. BOT CHORD 2x4 SP M 31 BOT CHORO Rigid telling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8.0, 4=Mechanical Max Hom 2=180(LC 10) Max Uplift 3=175(LC 10), 2=228(1.0 10), 4=15(1_C 10) Max Grew 3=188(LC 1), 2=352(LC 1).4=145(LC 3) FORCES. (lb)-Max.Comp./Mac Ten. - Aliforms 250(I1b) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf, h=14ft; B=52R; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 24-13, Inte lor(1) 2-0-13 to 3-1-13, Exterior(2) 3-1-13 to 7-11-8 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load noncancumenl 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 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate Capable of withstanding 175 I6 uplift atjoint 3, 228lb uplift at joint 2 and 15 lb uplift atjoint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2020 ® WARNING -Varlly design 1..mm and READ NOTES ON THIS AND INCLUDED MgTEKREFERENCE PAGE a1L7413mv. IMN2015 BEFORE USE. Design vaed M Use onlywnh MTek®wmiectae. We design ie based any upon pareretere shown, erM is for an Individual binding component rot a buss system. Before use, the building designer must vedN ere appllceillity of design parameters and preperl lawrpaate tb6 design Into Me overall bundmg design. Bracing indicated is is Momin buckling armaida.cl Ouse web singer Moralmembers only. Addlaral temporary and permanent Maori; MiTek' Is always reaulnedfor stabitity end a Wevent collapse With possible personal lnlun, and WpeM damage. ForgereralguldanceregardinglM1a I96d4aYon. 6tORga. de lVBly. erBLlidrBM bmCing elaVS999 and Me syetam9, 509 ANSM11 Deagry Crilod., DSELM)and SCSI 0.9smg component 6904 Parke East BW. S.yory6domudisa evallaWe tram Tnrss Plate Insaak, 210 N. Lea Sbae4 Suits 312, Nexendda, VA22314. Tanana, FL 36610 Job Truss Truss Type Ory Ply M11323 KJS MONO TRU55 4 [111323T79884608 1b Reference (optional) cnamoers Truss, Inc.. Port Pierce, bL 8.240 s Mar 92020 MITek Industries. Inc Id Apr 3 07:54:38 2020 Pagel ID:Lcg54J?LuEencmZr40b7 WMyuFUF-nHuVr91dOPBFknoKyPgOAeooawBGmZY?4WwCNzUUjI Scale -120.3 30 = `"' „ 5 3x4 = 7.34 3.11-12 LOADING (psQ SPACING- 2-0-0 CST. DEFL in (Ioc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.29 Vert(LL) 0.07 7-10 -999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.12 7-10 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.46 Hoa(CT) 0.02 6 n1a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 44 lb FT=O% LUMBER. TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 6=Mechanical Max Harz 2=244(LC 8) Max Uplift 4=205(LC 8), 2=305(LC 8), 6=286(LC 8) Max Gail 4=245(LC 13), 2-066(LC 1). 6=590(LC 13) FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=11511523 BOTCHORD 2-7=687/1126,6-7=-68711126 WEBS 3-7=0/330, 3.6=1236/755 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD Rigid telling directly applied or 8.9-6 oc baring. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.0psf; h=14ft; 8=52ft; L=341t; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 poll bottom chord live load nonconaurrerd 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 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 205 lb uplift at joint 4, 3051b uplift at Joint 2 and 286 lb uprrft at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss era noted as front IF) or back (B). LOAD CASE(S) Standard This item has been 1) Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 electronically signed and Uniform Loads (p f) sealed by Velez, Joaquin, PE Vert 1-2=-5 Trepezoldal Loads (plQ using a Digital Signature. g g g Vert: 2=0(F=27, B=27)-104=152(F=49, B=49), 8=0(F=10, B=10yto-5=56(F=18, B=18) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2020 ®WARNING-VMy dttlgn panmerors and READ NOTES ON TIRS AND 1NCLUUEOMBISKREFERENCE PAGE 1127473 rev. far0=015 BEFORE USE. Dealgn valid b use oNywitb Khar" commn. This design Is inand"apu, pammemm aboxn, And Is ban inbidual burning component. MA • truss Byatem. Before M. the building daflgnarmusl m* on apprrcatiSlyordeign pa,ameta s ON pro"Incoryonate Nis design No Me InamM buidiigdesyi. Br Ag 4tl4amdbmPewiOlrw.J�g alinA,MialWssweb aMlmtlind manben ay. Additiorul temporaryendpemunem pradig MiTek' m elwaya IB4ul(atl for asabyyaM m preventoo3apse waM1 poss3b personal6ikayaM hxWeMdamaea. Fmgenerai guiderrarega da' Me fabrication. storage. der". direction ON bracing of busses AM ease Moires. No ANSIMP11 Quality encode, DS"9 endBCS1 Building component iea TsPmmt.218N.Lace312,MM.VA=14. aEavt Shod. Tempa.R 36&10 Symbols PLATE LOCATION AND ORIENTATION —�II'l 14I�F-1 314�\"7( Center plate on joint unless x, y L-..! W offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole I For 4 x 2 orientation, locate plates 0- y+e" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available In MITek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 ' I dimensions shown hrteenths (Drawings not too scale) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSlrrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 Mi rekO All Rights Reserved MiTekIf MTek Engineering Reference Sheet: MII-7473 rev. 10/0312015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide buss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane al Joint locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load defection. 11. Plate type, she, orientation and location dimensions indicated ere minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 R spacing, or less, gno ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSIrrPI 1 Quality Criteria.