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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 rr D S Maitland, Florida 32751 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com ABBOCIATEB July 7, 2020 Building Department Ref: Adams Homes Lot: Lot 18 Blk 2 Subdivision: Fort Pierce - Waterston Address: 8213 Amalfi Cir. Model: 1755 A LHG KA # 20-3001 Truss Company: Builders First Source Date of drawings: 4/20/20 Job No.: 2322948 Wind Speed: 160 Exposure: C Truss Engineer: Philip J. O'Regan To whom it may concern, JUL 16 _J?o ST. Lucie County, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, p,6L Qc,!Q No 864 e *; ��Gt S AT9F Carl A. Brown, P.E. Luis 7( 4 FL. # 56126 FL. # 8f p, c Q: v 7/7/2020 >Wodd M. Born, P.E. ' FL. # 82126 Ott>>� "Doing Business with a Service AiuA and an Eye for Detail" , e -J CAUTION!!! NOT ATTEMPT TO ERECT h It -....... ���® ►®�--...�-.I...-.1-.. iiii.Iiiiii. iiii.Iiiiii._tiiii._tiiii. iiii.�, ,, , , SIN MONO IN ilil� mill ill■ mll�_ ill■ � mll� ill■ �� mll� ;©:NI,fi�;■rii;■�©�� � I \ �I ill■ ■Ili � mll� ill■ mll� In mll�In ■Ili_ xxxxxx����.�� Ali= �1l IMMM mom���� ■�� mom f bREVIEWED ❑ REVISEAND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) Corrections or comments made on or shop drawings during this review do not of relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and orelating all quantities and dimen- sions, selecting fabrication processes and techniques construction, coordinating his work with that of all er trades and performing his work in a safe and satisf ory manner. FLORIDA ^ DESIGN SOLUTIONS, Date % J'e),BY Submittal Bo. Project No. • Project E Project Name;_ .. uilermoa. muxo... w. To wswnwu rRQW%�QUMDwFEDWe rmuwvlvn snrawu xreeomroumno IMPORTANT axnrain cxrecoar< aavr m�®reoomr TMs Omed Must AcationtlAntl IePpdµG6 rAo1o0.1W Fa YAII lsus gas Iasi azsx oaorAn FwxlmaaFavrroa cxornuss solo It"N4D Your Pr motion Ch In, Fad You, Chock All mx roUgam lMl,axrmlFA urE �oacc Condition Dimensions And Conditions Prior To Dimensions ion APBELO 01 Plan, SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TOLL: ZD PSF TCLL 40 PSF BEEN ACCEPTED. TOOL oT PSF TCOL' 1D PSF By Dea_ BCDL 10 PSF BCDL 6 PSF TOTAL• 37 PSF TOTAL 66 PSF DURATION: 1.26 DURATION: 1.00 ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES (le. SHEATHING, SHINGLES, ETC.) REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS WARNING Baelxtiar8as Nil Net Be Accepted Rallanitow of Fault V0out Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. to Truss, Gable Shear Wall, And Connections. Te..aram Lml ROOF FRCH: W12 CEILING PITCH: 0N2 TOP CHORD SIZE: 2X4 BOTTOM CHORD SP ' 2 X 4 OVERHANG LENGTH: IV END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE FBC2017 BEARING HEIGHT SCHEDULE PLAN OATS 1 2020 REVISIONS 1. 2 4. i FMSOLmae 4408 Aimed Road Plant City, FL =63 Ph. (813)]D I= Fax (813) 30&1301 Lumber design values are in These truss desk.., -s,9; ANSI/TPI 1 section 6.3 ablished by others. RE: 2322948 - LOT 18/2 WATERSTONE I ST Lucie uounw, r=^""•" "J MiTek USA, Inc. Site Information: 669004nPP�� arrke3East nBlvd. Customer Info: Adams Homes Port St Lucie Project Name: 2322948 Model: 1755 Aai OX20 LFC�JAI-4115 Lot/Block: 18/2 Subdivision: Waterstone-St Lucie County Address: 8213 Amalfi Cir., . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria 8r Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20012466 A01 4/20120 15 T20012480 A15 4/20/20 2 T20012467 A02 4/20/20 16 T20012481 601 4/20/20 3 T20012468 A03 4/20/20 17 T20012482 B02 4/20/20 4 T20012469 A04 4/20/20 18 T20012483 B03 4/20/20 5 T20012470 A05 4120/20 19 T20012484 Cl 4/20/20 6 T20012471 A06 4/20/20 20 T20012485 C1 P 4/20/20 7 T20012472 A07 4/20/20 21 T20012486 C3 4/20/20 8 T20012473 A08 4/20120 22 T20012487 C3P 4/20120 9 T20012474 A09 4/20/20 23 T20012488 C5 4/20/20 10 T20012475 A10 4/20/20 24 T20012489 C5P 4/20/20 11 T20012476 All 4/20120 25 T20012490 D01 4120/20 12 T20012477 Al2 4120/20 26 T20012491 D02 4/20120 13 T20012478 A13 4/20/20 27 T20012492 E7 4/20120 14 T20012479 A14 4120/20 28 T20012493 E7P 4/20/20 This item has been electronically signed and sealed by ORegan, Philip, 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 Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: ORegan, Philip 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 jurisdiction(s) identified and that the designs comply with ANS 1/7PI 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 speck 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. Mfrek 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 ANSI/TPI 1, Chapter 2. STATE- 'OF April 20,2020 ORegan, Philip 1 of 2 RE: 2322948 - LOT 18/2 WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2322948 Model: 1755 A 10X20 LANAI Lot/Block: 18/2 Subdivision: WaterstoneSt Lucie County Address: 8213 Amalfi Cir., . City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20012494 H7 4/20/20 30 T20012495 1-17P 4/20/20 31 T20012496 L03 4/20/20 32 T20012497 L04 4/20/20 2 of 2 Job Truss Truss Type ply Ply LOT 18/2 WATERSTONE 2322948 A01 Roof Special 3 1 T20012466 Ruilden nn, F. 1 e==. Job Reference (optional) �t e. -1 ......'-..]..- 6.00 12 4x10 MT20HS = 8.,4u s Mar a 2uzu MI rek Industries, Inc. Mon Apr 20 10:03:47 2020 .,.o 3.00112 „14 14Ed2 u fix8 \I 2x4 II 3x8 MT20HS II 2 -12 89n-2 iC-0L t&]3 225-2 2211 2& a}tL en0.2 ]5-t0 55-0 2-0.1a 08 pq-0 ti p Saole:31167=1' Plate Offsets fX Y1 f2 0 2 3 Edgel f2 0-4-8 Ed el f6 0-0-00-0-01 re 0-0-0 Edgel f&0-04 Edgel O3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.89 Verf(LL) 0.51 12-13 >786 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.6511-12 >614 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress lncr YES WB 0.79 HOIz(CT) 0.35 8 Na Na BCDL 10.0 Code FBC2017r[PI2014 Matrix-MSH Weight: 186 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc putting. BOTCHORD Rigid ceiling directly applied er2-2-0oc bracing. Except: 4-0-0 Oc bracing: 10-11 WEBS 1Row at midpt 5-12,6-12 Max HOM 2=276(LC 15) Max Uplift 2=785(LC 10), 8=-785(LC 11) Max Gmv 2=1305(LC 1), 8=1305(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4021/4287, 34=3844/4091, 4-5=-3029/3266, 5-6=-2036/2314, 6.7=2600/2883, 7-8=-2342/2614 BOTCHORD 2-13=-3619/3647, 12-13=-3101/3270, 11-12=-2170/2362, 10-11=-2090/2126, 8-10=2055/2070 WEBS 3-13=166/362, 4-13=273/469, 4-12=-5991964, 5-12=1993/2081, 6-12=-028/834, 7-11=-68/269, 7-10=-429/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=1511; Cat. II; Exie C; Encl., GCpi=0-18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-" to 4-1-10, Extedon(2) 4-1-10 to 11-2-6, Comer(3) 11-2-6 to 22-1-10. Extenor(2) 22-1-10 to 29-2fi. Comer(3) 29-2-6 to 34-8-0 zonii for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate ship DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 per 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7851It uplift at joint 2 and 7851b uplift at joint 8. This item has been electronically signed and sealed by ORegan, Philip, 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. 'PIiWy JfO'R¢gan pENo.IdUll MDekU6A; Ina Fti Ced6631' ' b904 P_jrke East Blvd. Tampa,FL 33010 �b5tail April 20,2020 AWARNINO- Verily MSlgnpessurnersaMREADNOTES ON THISANDINCLUDED M?Ex REPERENCEPAOENJA7473nv. 1dD=of5 BEFORE USE Design valid for use only with Minsk® mnneclma. This design Is based arly upon parameters ancient, and is loran individual building component, rat ��• a truss system. Bar.. me, the building designer must verily Bea appr aLky ald�lgn parameters and limpet incorporate this design me the overall butdingdealgn. Bncirg Indicated is bprevent build gof Ndivitlual Was web enter NaN mmnbas only. Addistand uraars,yandpmmenentbraGng injurypn for band 0ery with c¢ndtruss MiTek' febricaMnnreeanage, delivmdl end erections d brareventcing of Wewm systemersonal s ANSW ll Quae. lity Cribi Mil San SCSr Balsams, Component Sefey lnfmme6'an available fiom Trans Plate lndmit.,218 N. Lee Street SWle 312, Aleeendria, VA 22314. 69M Parts East Bind. Tampa, FL U610 T20012467 �l 4.10 MT20HS = 6.00 12 6.8 U _ 2.4 II axe MT20HS II xa2-12 e-to-z tLC-0 z653 xz5-2 zz 1t 2a aa-0d ano-z Tc.0 a-t-z zac me e-v< ssc Style: 311V=1' Plate Offsets (X Y)— I2:0-2-3 Ed 0 f2:0-4-6 Edcel 16 O.AA 0-3-01 I8-0-0-4 Ed 1 f8 0-0d Etl el LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) 0.51 12-13 >766 240 MT20 2441190 TCDL 7.0 ' Lumber DOL 1.25 BC 0.95 Veri(CT) -0.6511-12 >614 180 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.79 Hom(CT) 0.35 8 Na n/a BCOL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight 1841b FT=20% LUMBER. TOP CHORD 2x4 SP NOA BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-84), 8=0-8-0 Max Horz 2=-276(LC 15) Max Uplift 2=785(1_C 10), 8=-785(LC 11) MU Gray 2=1305(LC 1). 8=1305(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9E oc purling. BOTCHORD Rigid ceiling directly applied or2-2-0oc bracing. Except 4-0-0oc bracing: 10-11 WEBS 1Row at midpt 5-12,6-12 FORCES. (Ib)-Max. CompJMax.Ten.-Allfames 250(lb) or less except when shown. TOP CHORD 2-3=402114287, 34=3844/4091, 4-5=-3029/3266, 5-6=-2036/2314, 6-7=-2600/2883, 7-8=-2342/2614 BOT CHORD 2-13=-3619/3647, 12-13=-3101/3270, 11-12=-21702362, 10-11=-2090/2126, 8-10=-2055/2070 WEBS 3-13=166/362, 4-13=273/469, 4-12=-599/964, 5-12=1993/2081, 6-12=-6281834, 7-11=-68/269,7-10=-429/502 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=154; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-" to 4-1-10, Exterior(2) 4-1-10 to 11-2-6, Comer(3)11-2-6 to 22-1-10, Exterior(2) 22-1-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0zone;C-C for members and tomes 8 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 psf bottom chord live load nommncurmnt with any other live loads. 5) = This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fn between the bottom chord and any other members. 6) Bearing atjoint(S) 2 considers parallel to grain value using ANSIrrPI 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 785111 uplift at joint 2 and 785 lb uplift at joint 8. This item has been electronically signed and sealed by ORegan, Philip, 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. P A Np,j. "'iPAPIE N o.0126, Mn6klissil FL Cerf6634 6664 p3dm Ee4t 6NdTempa,FL d]67q beta:: April 20,2020 AwARNINO-VarlNdeslgnparameleneMREADNOTE50N THIS AND INCLUDED MREKREFERENCEPAGEMII.71An.. mAf3V20f5BE1a0RE USE asseas Dmgn valid for use c *aim Mneld0 mrmecta,s. Thu desgn is based oNyupon parameter shovm, and ism, an Individual building wmpanent, not Et system. Before use, Die balding designer mud verily Me apptirabirity of design parameters and P ud dy moorlands MIA design Into mmmV..A buildingdealgo. Brady, Indicated is M Prevent budding of indlddual sues web mayor Word members only. Additionalwarlararyandeemanentbractrg MiTek' b always, required for debility and to prevent coilapsm with possible persons! injury and Property damage Forgensrelguidancore,oram Me faMralgn, storage, delivery, erection and bracing ofbusses and buss system sea ANSWPH OuelKy Crams, M"s end SCSI Dullding C.,.Inf 6904 Pedw EastByd. SehNlnlwme0'on evallablefOom Truss Plate lnaNute, xla N. Lae Streati Suite 3lx. Ale.endda, VA x2314. Tampa. FL 36610 Job Truss cuss Type Oty Ply LOT 182 WATERSTONE 2322948 A03 Raof SpeGal t 1 T20012468 J bRf opt ) builders Firstsource (Plant dry, FL). Piant City, FL-33 57, dl t 4x10 MT20HS = 6.00 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 201 O:O3:52 202o >xa � 3.00112 11-10-1'T Sea 11 5x 2x4 11 3,8 MT20HS It 6-00-2 14-0-0 22-5-2 22116 28-0-0 333-0 6-10-2 T.E.1d gd-a Scale: 3116'=t' Plate Offsets (X Y)- t2:0-2-3 Edge] [2:0-4-6 Ed el 16:0-4-00-3-01 t8�0-" Ed el I8:0-0-4 Eda 1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vde0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.89 Vert(LL) 0.51 12-13 >786 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.6511-12 >614 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Iner YES WB 0.79 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight 179 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 WEDGE Leff: 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-6 cc pudins. BOT CHORD Rigid ceiling directly applied or2-2-0cc bracing. Except: 4-0-0 oc bmcing: 10-11 WEBS 1Row at micipt 5-12,6-12 Max Horz 2=-276(LC 15) Max Uplift 2=-785(LC 10), 8=-785(LC 11) Max Gmv 2=1305(LC 1), 8=1305(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250(I1b) or less except when shown. TOP CHORD 2-3=-4021/4287, 3-4=-3W/4091, 4-5=-3029/3266, 5-6=-2036/2314, 6-7=-2600/2883, 7-8=.234212614 BOT CHORD 2-13=-361913647, 12-13=-3101/3270, 11-12=-2170/2362, 10-11=-2090/2126, 8-10=2055/2070 WEBS 3-13=166/362,4-13=-273/469,4.12=-599/964,5-12=1993/2081, 6-12=-628/834, 7-11=68269, 7-10=-429/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3)-1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 11-2-6, Comer(3)11-2-6 to 22-1-10, Exterior(2) 22-1-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0zone;C-C for members and fames 8 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 fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) 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-M wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSIITPI 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 78516 uplift at joint 2 and 7851b uplift at joint 8. This item has been electronically signed and sealed by ORegan, Philip, 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. Philipv '8agan;PE N6.53126 M1Tak USA; imi. FL De/f 6674'. :69114 firkp Eud Blvd.. Ti aipa FL036111 April 20,2020 ,&WARNING -Verify dasgnperrmters arq READ NOTES ON THIS AND INCLUDEDMI/EI(REFERENCE PAGE MIFr4T9nv.'Qaxo0ISBEFORE USE. ' Design vWkl far use odywith Mneldil mnnactars. This deegn 1. based only upon pa..at.. uneem. and b far an mdMdual building am ponen4 rot a Was system. Before use, the building designer must vedfy the epp9md bility d®r Ign parameters and prInm pedy ,poqb rle dealgn mlp the avera8 bulldingdesga eradnglndicatedlelapregentb.�0,.fmdMdualhmawabanNoraoNmembermly. Additanaltemporryandpemanentbrde, MiTek' is always required fmatab9it"ed to prevenlmllapee with possible personal Injury and property damage. ForgeneralguldmmmregardiWflie fabrication. storage, delivery, arevan and brcmp of humane and bona systems, sea ANSVni'll Dually Critade,DSB-89 and SCS/ Building Companenl Saferybeformagan available from Truss Plate Insulate, 218 N. Lea Street Sulte 312. Alexandda, VA 22314. 6904 Parke Sint BIM. Tempe, R 36610 Job Truss runs Type Oly P 18/2 WATERSTONE T20012469 2322948 A04 Common 5 ob Reference o fional ow,uers nrslaource tram ury, ry. Inam ury, rL- a4Dbf, it 4x6 0.24U s Mar 9 2020 MdTek Industries. Inc. Mon Apr 20 10:03:54 2020 4x6 O Scale =1:56.1 6.00 12 a.uu pz --- 6-103 14-0-0 24-0-0 6-12 ]-5-13 gxn I non >= I4 Plate Offsets (X,Y).- 12:0-2-2 0-0-81 f4:0-3-00-3-41 f5:0-3-2 0.2.01 LOADING (psf) SPACING- 2-M CSL DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Verl(LL) 0.42 10-11 >811 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.73 9-10 >468 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Hom(CT) 0.22 8 n1a n/a BCDL 10.0 Code FSC20171TPI2014 Malnx-MSH Weight: 145 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.5-14 oc purims, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 8-9: 2x4 SP No.2 BOT CHORD Rigid telling directly applied or4-0-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-10 REACTIONS. (size) 2=0-8-0, 8-0-7-0 Max Horz 2=394(LC 10) Max Uplift 2=-700(LC 10), 8=566(LC 11) Max Gran, 2=1126(LC 1), 8=1050(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1c) or less except when shown. TOP CHORD 2-0=-3349/2270, 3-4=-3120/2128, 4-5=-2277/1644, 55=-1555/1191, 6-7=-1261/921, 7-8=-1018/801 BOTCHORD 2-11=2294/3012,10-11=-1803/2588, 9-10=-936/1315 WEBS 3-11=1921355, 4-11=-244/478, 4-10=503/716, 5-10=-979/1502, 6-10=106/330, 6-9=531/550, 7-9=-650/1058 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedof(2)-14-0 to 4-1-10, Inter or(1) 4-1-10 to 11-25. Eildedor(2) 11-2-6 to 22-4-0, Interiof(1) 224-0 to 22-11-10, Ex ador(2) 22-11-10 to 28-5-4 zone;C-C for members and (areas 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Thistruss has been designed fora 10.0 psf bottom chord live load nonconcurrentwith any other live loads. ' This item has been 4) 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." wide will fit between the bottom chord and any other members. electronically Signed and 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designershould verify sealed by ORegan, Philip, PE capacity of bearing surface. using a Digital Signature. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 700lb uplift at joint 2 and 566lb uplift at printed joint 8. copies of this P document are not considered signed and sealed and the signature must be verified on any electronic copies. 'phhi . J.O`Bugan P€ N6.58128, NBek USA;7no. FL Cen 86M ,d804 Parka EistI3IYd.,TaMpaFL37817 Date: - April 20,2020 ®WARNING.VedlydesignpanmerersaMREAD NOTES ON MIS AND INCLUDED MNEK REFERENCE PAGE MOJ473mv. 1d 05 BEFORE USE aaaaa Design valid for uae.nywith Mrek® mrnecbm. TNa deagn I. based only upon panmelera ahovm, and Is for an Ind.1dual building wmponent, not �a' a buae ayelem. Before us, Me building designermust verify Me apphrabllityddasgn parameters and propedy inoomoreb Ma design Into Me overall_ huildingdealgn. Bradlg Indicated is b prevent buWing oflndMdual trasaweb andlor ecel member only. A4di5o,mllempoayaMpernanentbradng MiTek b always requbetl br slabllky endbprevenlcollapse vdtb poaaihle personal b/ury antl prepody damage. ForganeralgulcanceregerGagbe falaiadon,slonge,delivery, erection entl bracing of Waaea entl truss syatmna,see ANSUTPI10uolily Cdrede, MB49 andDCSI Balydmg cenaceant Saferylnfarmadan avatiableham Truax Platelnstilule,2la N.Lae Street,Sulte312.Nexendda,VA]2314. 6904 Pa*e East Blvd. Tampa, Fl-36610 Job Truss Truss Type Dry Ply LOT 18/2 WATERSTONE T20D72470 2322948 A05 Roof Special 2 1 J b Ref (optional) summers rustbaume(Plant uny, PL). Plant dilly, rL-33bbi, a[1 5x6 i 6.00 12 8.240 s Mar 9 2020 MITek Industries. Inc. Mon Apr 2010:03:56 2020 Scale=1:57.6 3x8 1SX12 = 64-12 10x12 = r 6-10-2 14d-0 22-11-5 26-10-0 8-0-0 32-0-0 6-tD-2 I Ta14 A-74 p„ Plate Offsets MY)— (2:0-0-10,Edgel.f4:0-3-00-3-41 [5:0-3-BO-2-8116:0.3-00-3-0] j9:Edae0-8-121 f9:0-1-120-Ml LOADING (psf) SPACING- 2-M CSL DEFL, in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.51 13-14 >748 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.6513-14 >584 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.32 9 n/a rda BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 172 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except' 2-13: 2x4 SP No.1, 9-11: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 9=0-4-0 Max Hoa 2=326(LC 10) Max Uplift 2=-760(LC 10), 9=-662(LC it) Max Grav 2=1255(LC 1), 9=1190(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-3835/2474, 3-4=-3619/2335, 4-5=-2818/1879, 5-6=-1904/1340, 6-7=-2254/1570, 7-8=-1854/1275,8-9=-1117/846 BOT CHORD 2-14=2370/3453, 13-14=-1897/3074, 12-13=1203/2060, 10-12=1036/1636, 9-10=221/260 WEBS 3-14-178/350, 4-14=-227/460,4.13=596/706,5-13=-1123/1910,6-13=-475/556, 7.12=.194/489, 8-10=-023/1356, 7-10=-625/474 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 4-0-0 oc bracing. 1 Row, at midpt 6-13 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi-0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 4-1-10, Interior(l) 4-1-10 to 11-2-6, Exte ior(2)11-2-6 to 22-1-10, Interior(1) 22-1-10 to 26-4-10, E tedor(2) 26-4-10 to 31-10-4zone;C-C formembers and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcumentwith anyotherlive loads. This item has been 4)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide electronically signed and will fit between the bottom Chord and any other members. sealed by ORegan, Philip, PE 5)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI l angle to grain formula. Building designer should verify usingaDigilal Signature. capacity of hearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 760lb uplift at joint 2 and 662lb uplift at Printed copies of this joint 9. document are not considered signed and sealed and the signature must be verified on any electronic Copies. 'Plifti 0: OR`a OripE 110.68136. .MRek USA; Ine:F1 Cetf6634: is964 P-jrke Eaat 8lvd.Tpmp6 FL376,10 %Oate) April 20,2020 AWARNING•Valryrbsfgnpenmeters endFEAD NOTES ONMISANDINCLUDEDMMEKREFERENCEPAGEMl1.7473nv. 10/aYlOISaEFORE USE Design valid for use onlywill, MITekO wnneaver. This design Is based only upon parameters shown, and w for se Individual building warpona,L not ��• "a system. estate use, the building designer must venfy Me appliwbl6ty of design parameters and properly inwmomte this design Into the ovors6 bultangdwlgn. BmdrglndiostedistopmventbuWmgofindWual WsawebanNorchoNmmnbmesnly. AddiionaltsmpararyaMpamanentimm, MOW It slwaya requiredfurstabilitysnd 0 prsumdeallepes CAM poswNe personal injury and property damage. For general gultance regarding the fa,msamon, storage. roman, session and brscing of Wawa and buss cyder m. a. ANSUIPIf Quality CrReds,DSB-69 sure 1 Building Component Seleryln/ormaton available hom Trove Plate IregWte, 218 N. Lee Street, Suite312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL U610 Job Truss Truss Type ply Ply LOT 1812 WATERSTONE T20012471 2322948 A06 SPECIAL 1 1 Job References (optional) Builders Firstsource (Plant City, FL), Plant Chy, rL - 33567, 6.00 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 10:03:57 2020 Sees =1:57.3 Sx6 = 5x6 = , US = 46 = 4 519 206 7 3x8 % 5.12 = 4x12 II 7-5-9 I 144-0 20.1141 2G10-0 i 32.0.0 ]A9 Rdad a-va Plate Offsets (X,Y)-- f2:0-0-10,Edge1 j3:0-4-0 0-3-01 t4:0-3-8 0-2-41 t5:0-3-0 OJ-01 t8:0-5-8 Edge? I72�0-2-12 0.3.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ven(LL) 0.48 12-13 >790 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.6012-13 >640 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.30 8 WE Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 191 Ili FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 34: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1, 8-10: 2x6 SP No.2 WEBS 2X4 SP NaS REACTIONS. (size) 8=04-0, 2=0-8-0 Max Ho¢ 2=574(LC 10) Max Uplift 8=-770(LC 7), 2=-703(LC 10) Max Gran, 8=1196(LC 1), 2=1256(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or3.6-2 oc bracing. WEBS 1 Raw at midpt 7-8. 6-11, 6-9, 7-9 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3802/2661,34=-2851/2065,4-5=-2320/1888,5-6=-1510/1124, 6-7=-689/495, 7-8=-1152/879 BOT CHORD 2-13=2831/3421, 12-13=-2848/3433, 11-12=-1189/1593, 9-11=5211733 WEBS 3-13=01260, 3.12=-848/952, 412=503/907, 5-12=-883/937, 5-11=-839/823, 6-11=-870/1137, 6-9=-11111957, 7-9=-897/1251 NOTES. 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C E nerior(2) -1-4-0 to 4-1-10, Inlerion(l) 4-1-10 to 9-6-6, Extedor(2) 9-6-6 to 20-5-10, Interior(1) 20-5-10 to 264-10, Exterior(2) 26-4-10 to 31-104 zone;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrenl with any other live loads. 5) -This truss has been designed for a live load of 20.Opsf on the bottom choral in all areas where a rectangle 3-" tall by 2-00 wide will fit between the bottom chord and any other members, with BCDL= 10.0pst. 6)Bearing at joint(s) 2 considers parallel to grain value using AN51/TPI l 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 770 Ili uplift at joint 8 and 7031b uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. 'Phtlp'J,A'ReSIM yE 116.58126 Mnek USA; Inc:FLcad 6634: 6904 Parke Eee(BIVd. Tkmpy FL'93810 Da e1. April 20,2020 ®WARNING-Vedlydesignparam—e READNOTESONrNrSANDINCLUDWWEK( ERENCEPAGEM7473nv.fMWO14BEFOREUSE amen valid for use oNyv4M Mnek® aonnemon. Tide design Is based only upon parometam shown, and Is foran Individual building component, rot ��' a Musa system. Edam use, Me budding dealgner must verify Me appOcabielyof doeyn parameters and Property Incorporate MIs design Into Main erati bulldingdslgn. Smont, indicated Is to prevent budding of individual bun web andior alard moralise only. Additional temporary and permanent bmdM MiTek' Is always requtredforstabllity and to prevent mlWs pse won psible pamonal Injury and property damage. Forgenemlguldanceregar6rg Ms fabrication. sWmge,denim, emacm antl bracingofbusnaod Muaeeystems,ae. MdUlIP11 Qualify enters,OSe-0g and SCSI Building Component Saletylndensw no avallable Mom Tmn PlateInbWte,218N.Lee Street,SWte312.Nexm VA22314. 6904 Parke East Blvd. Tampa.R U610 Truss Truss Type Qly Ply LOT 18/2 WATERSTONE L T20012472 A07 SPECIAL 1 1 InF Reference (optional) iam ury, L), rtanwiy, rL- aaDDI, 8240 s Mar 9 2020 MTek Industries, Inc. Man Apr 2010:03:58 2020 Scale =1:573 46 = 600 12 3t4 = 5.6 = 3.6 = 4 18 5 196 7 axe s 5x12 = 4x12 II 13 73-13 121-6-0 a-10-0 32 -0-0 73-74-0-0-03 7. 2sus Plate Offsets(X,Y)— 12:0-0-10.Edge1 f3:0-3-00-3-4j 14:0-3-40-2-0116'0-3-00-3-01 f8:0-5-8Edae1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Ven(LL) 0,49 12-13 >775 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.6412-13 >594 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.33 8 n/a me BCOL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight 182 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 Be No.2'Except* 2-12: 2x4 SP Ne.1, 8-10: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 8=04-0, 2=0-8-0 Max Horz 2=503(LC 10) Max Uplift 8=-784(LC 7), 2=-685(LC 10) Max Grav 8=1196(LC 1),,2=1256(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-0-4 oc bracing. WEBS 1 Row at midpt 7-8, 7-9 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-3785/2714, 3-4=-2922/2173, 4-5=2965/2289, 5-6=-1692/1200, 6-7=-795/558, 7-8=1150/859 BOTCHORD 2-13=2819/3402, 12-13=-2835/3413, 11-12=-158812132, 9-11=607/871 WEBS 3-13=01259, 3-12=-746/822, 4-12=649/1061, 5-12=381/1061, 5-11=1011/929, 6-11=-845/1185,6-9=-1162/958,7-9=-916/1312 NOTES- 1) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 4-1-10, Interior(1) 4.1-10 to 74-12, Exterior(2) 7-4-12 to 18-5-10, Interior(l) 18-5-10 to 26-4-10, Extedor(2) 264A 0 to 31-10-4 zone;C-C tar membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent with any other live loads. 5) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any ether members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TP11 angle to grain formula. Building designer should verify capacity of beading surface. 7) Provide mechanical connection (by others) oftruss to bearing plate capable efwithstanding 7841b uplift at joint 8 and 685 lb uplift at joint 2. This item has been electronically signed and sealed by DRegan, Philip, 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. 'Philip J;h'RaganyE N6.58116; MIT¢k usA Ine:FC C4tf6634' , `6904 Parka Ezata hd. Tampa FL 33 &t0 _Date':• April 20,2020 ,&WARNING. Verily aveq. afmnat^ra orM READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE WhIlrec 1W=1111EFORE USE OtrueeamrBefarewe,MebUldhgdeap �!' ■` yare w nermuetiryMaapPimbiUtyoenmgnparemao etarean pmlpedylnmWmWMled gnln Neove,e9 buildingdeaign. B.6�hdicalathetopreventbucklingofindMdualWnu banNorcnoNmembemonly. Additional lenaaaaryand ParranentbmdM MOWN ahvaya requiredfor abbuy and b prevenlcallapae vain Poaalble pa,I mlury and prepam, damages FmM genemlguidanceregarg Mo fabdramn,stomge, delivery,em onmdbradngoftruss dtrusasptema,.e ANSV7P1f OueRy Crifar/a, OSBAa andaLSI BWIWng Component Sakty/nywmagon avagable from Truss Plate Inabut., 218 N. Lae Street, suite 312, Aleundda, VA M314. 6904 Parke Eaat Blvd. Tempe R W610 Job TNas TNss Typa Oty Ply T20012473 2322948 A08 MONO HIP 1 1 �LOT18/21111ATERSTONE Jab Reference ficnifionaft omigem"MI...'aa triam lily, rL{, riam lily, rL-Jaen" m ca 4x6 = 4 8.24U s Mar 9 Z020 MITek Industries, Inc. Mon Apr 20 10:03:59 2020 Style-1:56.1 3x4 = Sidi = 2x4 II 5 15 16 6 17 7 Us = 4x6 = 3x4 = 3x6 G 6xe = Plate Offsets(X,Y)— f2:0-2-9,0-1-81,f6:0-3-0,0-3-41 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) 0.32 11-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.84 Verl(CT) -0.6211-14 >616 180 BCLL 0.0 ' Rep Stress lncr YES We 0.54 Horz(CT) 0.07 8 Na Na BCDL 10.0 Code FBC2017rrPI2014 Mahix-MSH Weight: 1661b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 2-4-4 oc purtins, BOT CHORD 2x4 SP ND.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4.7-4 oc banging. WEBS 1Row at midst 5-11, 6-8 REACTIONS. (size) 8=04-0, 2=0-8-0 Max Harz 2=432(LC 10) Max Uplift 8=805(LC 7), 2=-822(LC 10) Max Grev 8=1177(LC 1). 2=1252(LC 1) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-2075/1481, 3-4=-1813/1332, 4-5=-1574/1237, 5-6=1478/1027 BOT CHORD 2-11=-1592/1810, 9-11=-1328/1715, B-9=815/1079 WEBS 3-11=-356/515, 4-11=-362/613,5-11=-3041366, 5-9=-391/520,6-9=-371r711, 6-8=-1428/1094 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCD1_=5.0psf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 18.8-12, Intedor(1) 1841-12 to 26-4-10, Exterior(2) 26-4-10 to 31-10-4 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 pone ing. 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 3-04) tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8051b uplift at joint 8 and 822 Is uplift at joint 2. electronically signed and sealed by ORegan, Philip, 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. 'PbiOp J, [tope pENc.5613.6 Nnek us n; InC FL Cad 6634. -6604IFifie East Blvd. Tempp,FL 31¢1p 'Date:, April 20,2020 ®WARNING- VedrydeelgnPnametera end READNOTES ON TNISANDINCLUDED MIrEKREFERENCEPAGEM11.11 our. 10ro0R01a BETOREUSE Design vaTU Kruse pNywith MireWcom,edem. Tins design is based onlyupen parameters sbovm, and is for an hilyli ual bulding mincemeat, not `a base system. Beforo use, the building desonermustvedy%a eppllcabiiiyofdaayn parameters and Property lneorpomts One design Into Maove,all buildingdesen. among indicated Is to prevent buckling of Individual truss web senior gland members only. Addldoml temporary and permanentbrads, MiTek' Is always mquired far stability and to Prevent odia en wall possible personal injury and property damage, Forgenemlguidanceregardi,gthe fabrication, sto ige, re delivery, erection and bracing of buries and trues system, sae ANSli Quality Criteria, DS"9 and SCSI Building Component Sahylnfwmadon evadable item True Plate Include, 218 N. Lee Streal Suite 312, Alexandre, VA 22314. 6904 Parke East Blvd. Tampa, FL U610 Job Truss cuss Type Oty Ply LOT 18/2 WATERSTONE T20012474 2322948 A09 Half Hip 1 1 Jab Ru/PrPnre Innrnnnll nunaers tnst5ource(Plant Gay, FL). Plant filly, FL. -33567, �1 8.240 s Mar 9 2020 MTek Indusines. Inc. Man Apr 20 10:04:00 2020 FP-1r-8&gift 5,8 = 2x4 II &6 = 46 = 3x6 = 3x4 = 3x4 = 4x6 = 3x6 II 3x8 = 76E-9 24-1 32-0-0 9-0-0 7-8-9 L7 a 7-8-9 Plate Offsets KY)— f4:0-6-0,0-2-e1 f6:0-3-00-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.24 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.3612-15 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.87 Horz(CT) 0.07 8 n1a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 168 lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1Row at midpt 7-9 REACTIONS. (size) 8=0-4-0, 2=0-8-0 Max Horz 2=361(LC 10) Max Uplift 8=-815(LC 7), 2=-822(LC 10) Max Gram 8=1177(LC 1), 2=1252(LC 1) FORCES. (lb)-Max.Comp./Max. Ten. -All farces 250(I1b) or less except when shown. TOP CHORD 2-3=-2147/1513, 3-4=1951/1416, 45=-212SM526, 5-6=-2125/1526, 6-7=-1567/1073, 7-0=-1109/847 BOT CHORD 2-12=-1565/1881, 10-12=-1316/1718, 9-10=-1096/1591 WEBS 3-12=-252/370,4-12=-198/438,4-10=-487/574,5-10=-431/498,6-10=-595/627, 6-9=-7611719, 7-9=122511791 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=1511; Cat. II; Fxp C; Encl., GCpi=O.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -14-0 to 16-8-9, Inteiior(1)16-8-9 to 26-4-10, Exterior(2) 264-10 to 31-104 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 pending. 4) This truss has been designed fora 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 35-0 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 815 lb uplift at joint 8 and 822 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, 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. 'Pfihip'J„DR4ganpE 116.58718: Mrrek USAi IMF1cgrt 8834: =8904 t?ork'4 East Stn[Aampa FL JJ¢70 April 20,2020 Type Oty Ply LOT18/2WATERSTONETzao12a7s ;�:���H�AL�F HIP GIRDER 1 1 Job Reference (optional) o. c-MI S MC, a CVN M1. o' l......oa, nr.. mu irtpr Cu 1 V:u4:ul LULU 6xl2 W20HS = 3x6 II 6x12 W20HS = 2.4 II 7x10 = 3x4 II boo 12 3 4 5 18 6 7 8 Sx8 = 2.4 II SWIB=1:57.7 6xl2 MT20HS = 2.4 11 6xl2 MT20HS = 2.4 II 6x12 MT20HS = ]-0-0 12-1-1 I 1]-0-0 21-11-10 26-10.15 32-0-0 I Plate Ofsets(X,Y)- f2:0-1-10,Edget LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Ude0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.66 12-13 >582 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.61 12-13 >622 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress lncr NO WB 0.95 Horz(CT) -0.21 9 Na nta BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 171 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31'ExcepV TOP CHORD 5-8: 2x4 SP No.1 BOTCHORD 2x4 SP M31*Except* BOTCHORD 9-11: 2x4 SP No.2, 2-13: 20 SP No.1 WEBS WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 9=04-0, 2=0-8-0 Max Horz 2=290(LC 8) Max Uplift 9=-2170(LC 5), 2=-1944(LC 8) Max Grey 9=2782(LC 17), 2=2717(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5460/3860, 34=-6308/4753, 4-5=-6308/4753, 5-6=-5408/4244, 6-7=-5408/4244, 8-9=295/334 BOTCHORD 2-14=3549/4815, 13-14=-3544/4826, 12-13=-4950/6461, 11-12=4950/6461, 10-11=-2632/3355,9-10=-2632/3355 WEBS 3-14-0/414,3-13=-1616/1820,4-13=-731/856,5-13=-071/272, 5-12=0/322, 5-11=-1297/1022,6-11=-648/755,7-11=-1985/2605, 7-10=0/336, 7-9=4080/3203 Structural wood sheathing directly applied or 2-4-14 cc purims, except end verticals. Rigid ceiling directly applied or 3.24 cc bracing. 1 Row at midpt 3-13, 7-11, 7-9 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates am 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 fora 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 fd between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstand Ins 2170 lb uplift at joint 9 and 1944 lb uplift at joint 2. 8) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709 He down and 515 lb up at 7-0-0 on top chord. The desigNselection 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 This item has been electronically signed and sealed by ORegan, Philip, 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, Philip J, o`[tlig'an �E No.18119, INRpk OSA'lnp.kl: Cart 663{. , '; 6904 P}rke Eaet Bhd: TOmpa FL 77810 Daft" April 20,2020 ®WARNING -Vary deslgnpare lenaMREADNOTE50N TIDBANO INCLUDED WTEN REFERENCEPAGEMIiJOJne JgxO016BEF0RE USE asesse Design valid for use only wNl MReW connectors. The design Is based only upon parameters tram. and Is far an individual building component net ��' • abuse system. Befou use, Me building dealgnermust vedyme applicability ofdesgn parameters and property Incorporates Nis design Into Neaverag bulWingdreign Bradng Indicated is to prevent budding ofirelMdual mast web soldier chord members only. Addieonaltempararyandpermenentbrao1p M!Tek' se ehvaye repulred lorehblliy and to preuentoollapse Will possible personal play and prepedy damage. Forgeneralguldenceragardingthe fabd a, sbrage,ddNM, erection and bracing ofbesses and Wee systems,see ANSIMP11 Quaily Wasps,DSB-99 mdBCSI Building Compoeenl Sehlylnespeal an evadable M1om Trey Phte lnstiWte, 218 N. Lee Street Salta 312, Aleaendda. VA 2231d. 6904 Parke East Blvd. Tampa,R W610 Truss Truss Type City Ply LOT 1812 WATERSTONE =2322948 A10 HALF HIP GIRDER 1 1 T20012475 o� Job Reference (optional) IretSource (Plant City, FL), Plant City, FL-33567. 8.240 s Maf 9 2020 MiTek Industries, Inc. Mon Apr 20 70:04:01 2020 Page 2 ID:UFLsKgoi2lTgRmWAOSQPZBAGN-Z2VQfvAfm7 t7PUYAnyt7B4lARrfg2USedfW2 OsES LOAD CASE(S) Standard 1) Dead - Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unifonn Loads (plf) Vert: 1-3=54, 3-8=-117(F=-63), 9-15=43(F=23) Concentrated Loads (lb) Vert: 3=347(F) ®WARNING-Vollydeslgapnamvro..WREADNOTES ON MSANDINCLUDEDMREKREFERENCEPAGEM147473nv. 1WM015B REusE Dealgn valid for use odywin MReW mnnectom. TNs design le based only upon paramelen shown, and is for. individual bolding mmpanent, rot �• a buss syalem. Befora use. the building designer must verify Me eppfoabifty of design Parameters and preparly Incomorate use dealgn info Me overall n buikingdeaign. Bradg NdwtedlaWpmventbucNgoflndMdualhusawebanNcrc,Mmmbma ly. Additional lempamry and permanent among lapse _ MiTek lw aaya repaired! for stability and to prevent C with possible personal Injury and pmpeM1y damage. For general guidance regarding to fabdca0on,sfmage. d9iv,,erei:0onandbracingofhuaaesandb .ptema,sea ANSM11 Quality CnMI;DSB-89 and SCSI Building Component Safutyinfurmafe, availablefrom Trans M.WisOute, 818 N. Lee Street, Suite 312. Plexendda, VA 223/4. ggp4 PaAe East Blvd. Tampa FL EastB Job Truss Truss Type Oty Ply LOT 18/2 WATERSTONE T20012476 23229 A1148 Hip 1 1 Job Reference (optional) •.�..•.a..aaawuu,ua -a"r Lh r,a,,,.,,,y, 1h0 51-13 11-0-a 1 1 rL-mew,• 10.63 1 1500 168-0 6.240 i MCr S 2020 MrTak b du5Ne5, Inc. Man APT LV iO:u4:uz 2uLu rages ID:UFLsKgci2lTgRmwAjjSOPzBAGN-1 F3o5FBHXJ6kR3kkUT6gOm rCMPdaNINCZUzOsER 18-0-0 22-0-0 2500 260.0 33d-0 3i8-0 51-13 Sd8 4.513 11-SO 1 1$0 1 4-0-0 1 2$O 1 3-0-0 SdA 11-0J1.' Scale=1:63.3 Sea = 6x12 W20HS C 6 6.00 12 5 3,4 i 602 MT20HS O 4 31 32 6.12 W20HS i 7 2x4 II 3 8 30 14 33 3x4 1.5,18 STP = 6x8 = 9 O 2x 11 2 1 3xd 3.4 3x4 10 Id c 3.00 12 2x4 II 2x6 II 12 5x8 14-8-12 n.a v 6x8 11 5.6 2x4 II 21d-m 6.to2 1a-0L 1P74 w4l2a a3-0A o-t09 7bd sdA -2-t2 ttb 5B-14 Plate Offsets(X,YI-- t2:0-2-0,Edgel,f2:0-4-6,Edge1 f5:0-0-00-2-71 f6:0-9-40-3-01110:0-3-100-0-01 (10:0-2-80-1-91 LOADING (psf) SPACING- 2-M CSI. DEFL. in floc) I/dell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.48 14-15 >840 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.6414-15 >629 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Hoa(CT) 0.34 10 r1a me BCOL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 195 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-3: 2x4 SP No.2, 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or2-2-0 oc bracing. Except: BOTCHORD 2x4SPNo.2 4-0-00oc bracing: 12-13 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-6-0 REACTIONS. (size) 2=0-041, 10=0-8-0 Max Hoe 2=250(LC 10) Max Uplift 2=-759(LC tO), 10=-772(LC 11) Max Grav 2=1292(LC 1), 10=1319(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(11 or less except when shown. TOP CHORD 2-3=-3974/4198, 3-0=3793/4000, 4-5=-2978/3119, 6-7=-2387/2631, 7-8=-2106/2437, 8-10=-2155/2369, 5-6=-2421/2723 BOT CHORD 2-15=-3540/3608, 14-15=-2942/3194, 13-14=-1557/2021, 12-13=-2150/2237, 10-12=-1790/1887 WEBS 3-15=-175/402,4.15=-352/490,4-14=541/934, 5-14=-113011155, 6-14=-462/727, 6-13=-341/354, 7-13=-169/506, 7-12=-465/514 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., This I(Bm has been GCpi=O.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-" to 4-1-10, Extertor(2) 4-1-10 to 9.6-6, Comer(3)9-6-6 to 23-9-10, Exterior(2) 23-9-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and forces 8 MWFRS for reactions shown; electronically Signed and Lumber DOL=1.60 plate grip DOL=1.60 sealed by ORegan, Philip, PE 3) Provide adequate drainage to prevent water parading. Using a Digital Signature. 4) All plates are MT20 plates unless otherwise indicated. Printed Copies Of this 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) -This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. Signed and sealed and the 7) Bearing atioint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify signature must be verified capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759lb uplift at joint 2 and 772lb uplift at on any electronic copies. joint 10. 'PhIWyJ.O'11ag2h 1!110.6812,6, L1T4k USA; Ine,FO C¢� 6631 ' 699d Parke East Bhd(Tampa F4976f 0 -Data?• April 20,2020 ®WARNING-Vedrydeagnparnnnmmand READNO7 ONWISANDINCLODEDMREKREFERENLEPAGEMII.7473m. fW=I5SEP0REUSE Dmign valid kruse oNy MM MTeW wnnedom.3Ns design la based oNy upon pammelem spawn, and'u far en hdivldual building wmmnmt mt trssaystam.eefDrama,Mobuildingdesignermustvedfy MsappOr N4tyofdmgnpammeWmn dpmpellyinmWmtethladeslgn Nta MeavemO bwldingdmgn. Brad, IndicatedisbpmventbucklingofMdMdualbass web andlorchoNon mbamonly. Additional tampomryand pernarentbradng MiTek' 6 akvays regulred foretabllily and To prevent collapse wlM poesible peraonal lniury and property damage. Forgenamlguldanoeregardi,g Me fabrication, stow, deli,ery, ere .n and bracingaf.e.esand busa systaa., see ANShTP/f Ousldy Cr/f.da, DS"9 andECSIBu/ldng Component Sareryedormegan available from Tmm Plate Imthite, 218 N. Lee Street Suite 312. Mexandda, VA 4314. 6g Parke Eest BNB. Tamp., R U610 Job Truss Truss Type Oly Ply LOT 1812 WATERSTONE T20012477 2322948 Al2 Hip 1 1 Job Reference D lional Builders FirstSource(Plant City. FL), Plant Oty, FL-33567, 8.240 s Mar 92020 MiTek Industries, Inc. Mon w �1 6.00 12 6x12 MT20H5 G 6x12Mr20HS = 2x4 II 3.uu 114. 2.4 II 22 841-15 MTO :js-0-0 8-0-0 233d-0 9-8-15 5->d 2 10:04:03 2020 Page 1 Scale=1:61.6 Plate Offsets (X,Y)- f2:0-2-6 Edoel t5:0-9-00-2-01 I7:0-4-0 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) t/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ven(LL) 0.52 12-13 >773 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Ved(CT) -0.6011-12 >668 180 MT20HS 1871143 BCLL 0.0 Rep Stress Inor YES WB 0.85 Horz(CT) 0.35 8 rda rda BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 1821b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31'Except' TOP CHORD Structural wood sheathing directly applied. 5-7,7-9: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied ar2-11-3 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except' 4-0-0oc bracing: 10-11 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Holz 2=220(LC 14) Max Uplift 2=-735(LC 10), 8=.735(LC 11) Max can, 2=1305(LC 1), 8=1305(LC 1) FORCES. (lb) - Max. Comp./Man. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=4040/4348, 3-4=-0666/3738, 45=-3190/3270, 5-6=-2525/3028, 6-7=-2572/2717, 7-8=-2379/2604 BOT CHORD 2-13=-3692/3650, 12-13=-2312/2946, 11-12=-1695/2202, 10-11=-2122/2158, 8-10=206712086 WEBS 3-13=.3641921,4-13=-707/557, 4-12=-5531888, 5-12=918/1207, 5-ll=-776/450, 7-11=123/301, 7-10=-424/547, 6-11=-2331680 NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf,, BCDL=5.0psh h=1511; Cat. II; Exp C; Encl., GCpi=D.18: MWFRS (envelope) gable end zone and C-C Comer(3)-1-4-0to 4.1-10. Exterior(2) 4-1-10 to 7-6-fi, Comer(3) 7-6-6 to This item has bB60 25-9-10, Extedor(2) 25-9-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0zone;C-C for members and farces 8 MWFRS forreactions shown; electronically Signed and Lumber DOL=1.60 plate grip DOL=1.60 sealed by ORegan, Philip, PE 3) Pmvide adequate drainage to prevent water ponding. using a gltal Digital Signature. 4) All plates are MT20 plates unless otherwise Indicated. This truss has been designed fora 10.0 bottom Printed copies this 5) psf chord live load nonconcumant with any other live loads. 6) -This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify signature must be verified capacity of basing surface. 8) Provide mechanical connection (by others) oftmss to bearing plate capable of wfthstanding 735 lb uplift atjoint 2 and 735 lb uplift at On any electronic COPIeS. joint B. ph(lip J. ORSgiliyE Nd.5812.6, MRakUSA;JDLFfiCat 6634'. -6804 09rke Eiddllvd.' Tampa FL 33816 Cate;; • April 20,2020 AWARNING -Vetlfydasignpan aNBaBaodREADN01VS ON AOSANDINCLUDEDMITEKREFERENCE PAGE W.1473mv fpN]2015BEPoRE USE ' Desgn valid for use only Wth MTGW aoa mem. Thin design Is booed only upon pammeters shown, and is for on Individual building component, rat Bass system. Before use, the building designer must vad e,e appT1.biIy.fd®gn,am.Bms Bad Property Incorporate this design Into rueoverap bufdagdesgn.BradJlndicated is topreventbcklmg of In4Mdual Wsswebandlortlmrdrambers only. Addiboaltempoary and pe,manentbradng MiTek' 6 always Maned for sloblliy and 0 prevent eampse a9h possible personal injury and prepedy damage. Far general guMiance regafdim rue fabrication, sonege,delivery,erection and bracing of mBsse end Was systems,Bee ANSMII Dually CNfW., M849 and BCS1 Bulldle9 Ccut ones Sah ylnfarmaUon ovdable M1om Truss Plate Institute, 218 N. Lee Street suite 312, Alexandre. VA 22314, 8904 PaM1e EaaI BIM. Seat B 6904TamP. FL 36610 Jab Truss pe Oly ply LOT 18/2 WATERSTONE THIPSST' T20012478 2322948 A13 1 1 JobReference (optional) nuuaers ypsuaource (Plant City. FL), Plant City, FL-33567, b7 i•H 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Apr 2010:04:04 2020 2x4 II 5x6 = Scale=1:59.6 7 L6 Ij 3z6 = 3x4 = 3x4 = 3.8 = 3s4 = 3x4 = 34 = i 8-1-5 168-0 I 25-2-11 33.4-0 8-1-5 M-11 8811 8-1-5 Plate Offsets (X,Y)— (4:0-4-0,0-2-8L (6:0-0-0,0-2$ LOADING (pal)=Ree 2-0-0 CEL DEFL. In (loc) 11de8 Lid PLATES GRIP TCLL 20.0 1.25 TC 0.74 Vert(LL) 0.20 1244 >999 240 MT20 2441190 TCOL 7.01.25 BC 0.77 Vert(CT) -0.3710-12 >999 180 BCLL 0.0 ' YES WB 0.37 Hoa(CT) 0.10 8 Na Na BCDL 10.07/TP12014 Matrix-MSH Weight 168lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural woad sheathing directly applied or 3-1-9 oc pudins. BOTCHORD Rigid ceiling directly applied or 4-9-0oc bracing. REACTIONS. (sae) 2=0-8-0, 8-0-M Max Horz 2=-189(LC 15) Max Uplift 2=-BO4(LC 10), 8=-804(LC 11) Max Grav 2=1305(LC 1), 8=1305(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2372/1889, 3-4=-2121/1666, 4-5=-1892/1633, 5-6=-1892/1633, 6-7=-2121/1666, 7-8=-2372/1889 BOT CHORD 2-14=1509/2100, 12-14=-96711634, 10-12=-967/1634, 8-10=-1509/2100 WEBS 3-14=342/528, 4.14=-242/460, 4-12=-303/476, 5-12=342/401, 6-12=303/476, 6-10=242/460, 7-10=-342/528 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parading. 4) This truss has been designed fora 10.0 par 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 chard in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 804 lb uplift at joint 2 and 804 lb uplift at joint 8. This item has been electronically signed and sealed by DRegan, Philip, 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. lFfill(p J-0`11 nPE NoA128 ldmii USA; Ne:FL Cin 6634: :.6904 Pirfe Fast BNd. Tamp$ FL 878f0 April 20,2020 AWARNINO- VedlydeslgapasamorersandREAD NOTES ON WSANDINCLUD£D MBEKREFERENCEPAGEMOd4?3pev. fN0320MBIEFOREUSE assess Desgn viW for use.Mywith M,7 kM. ,e ion. Thls deal, is based only upon pardmetera shmse, and is hr an individual buldag component. net �'' a buss system. Before me, the building designer must verlrythe applicabiliyaldeelgn parameters and pmperlylnmryomte Mis design uta the overa4 buildingdesign. BmdngindicatedisbprwentbucM ,.findMdualbuvwebandlora.MN mbasony. AdiitmullempomryandpermanentbanaN MiTek' exvays expired forstal,ftiml to preventmllapeewn0t possible personal rotary and pm,ajdVge. Forgenamiguldanceregmding Ne fabriradon, aleage, darrvery, eredpn and bracing of lasses and buss system see ANSgiP/f Quality Cdreda, 1SB-89 mdBCS1 Bull&., Competent 6ehtylnrmma0et available tram Truss Plane Institute, 218 N. Lee Street, Suite 312. Aiexandda, VA 22314. Seas Page East Blvd. Tampa, FL 36610 Truss oss Type City Ply LOT18/2WATERSTONET20012479 =2322948 Pips A14 Hip 1 1 Job Reference (optional) ,..,.,....o lam,.,,, ..,,y. LrL la- ..,y,--aaa.,, o.Aau s mar a ZUZU MI I ex mauslnes, mC. Mon Hpr ZU lU:U4:U5 ZOZO Scala=1:59.6 5x8 = 2x4 II 5.8 = 4 5 6 3x6 = 3x4 = 3x4 — 3x8 = 3.4 = 3x4 = 3.6 = late Offsets (X,Y)-- 14:0-0-0,0-2-81 16:0-6-00-2-81 LOADING (pst) SPACING- 2-M CSI. DEFL. in (loc) Vdef L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.24 12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.3714-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Hoa(CT) 0.10 8 rda iVa BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 163111 FT=20% g LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-10-15 oc bracing. WEBS 20 SP No.3 REACTIONS. (size) 2=0-841, 8=0-8-0 Max Ho¢ 2=-159(LC 15) Max Uplift 2=-809(LC 10), 8=-809(LC it) Max Grav 2=1305(LC 1).8=1305(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2265/1745, 3-4=-2066/1646, 45=-2331/1929, 5-0=-2331/1929, 6-7=-2068/1646, 7-8=-2265/1745 BOTCHORD 2-14=-1335/1986,12-14=-1081/1821,10-12=-1081/1821, 8-10=-1335/1986 WEBS 3-14=-258/379, 4-14=206/440, 4-12=539/690, 5-12=478/569, 6-12=-539/690, 6.10=206/440, 7-10=-258/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 M WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumant with any other live loads. 5) ' This truss has been designed for a live lead 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. This Item has been 6) Provide mechanical connection (by others) of truss to beadng plate capableofwithslanding80916 upliftat Joint2 and 809 lb upliftat electronically signed and joint S. sealed by ORegan, Philip, 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. 1MrroipIJSA,1`4ga�p Con G634 61RekUSA; Inb].Fb Cart�6634:. , <6904 Parke Eidt Btyd.7empa FL 318111 DSIe4 . April20,2020 P A MORNING- Vadly design pammatera and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PACE fA,.,73 ass. 16Ma4WS BEFORE VSE Design valid for use only wiM Milano connectors. This design Is based aNy upon parameters shown, and is far an Individual building component, net • a"as system. Before use, due building designer must verity the appOcob[Ity of design parameters and properlyuxoncrats tM1is design wo the overt buildogdeogn.Bretl,g Indicated is b puaentbuciding ofindMdual buss web andior Aortl members only. Additional temporary and pemmnentbradn, MiTek' Is alwae wi ys required fer stability and W pmanl cullapeth possible personal injury and propeM damage. Forgammai guldmrce mgardsg the faalmnon,storage, dorivery, enstron and bracing oftrussw and truss systems see ANSM11 Quality Crltwla,DSB-89 and BCS1 Building Component goad PaAe East Blvd. Sefetylnlormsdon ..U0 le Rom Tmv Ptote lna9WW,, 218 N. Lee StreeL SUte 312, Alexandria, VA 22314. Tampa, R U610 Job Truss Truss Type Oty Ply LOT 1812 WATERSTONE 2322948 A15 Hip Girder 1 1 T20012480 Job Reference (national) ,en, ury. n.1, ream cmY, rr.-asaa I. 6xl2 MT20HS 6.8 8.00 12 3 4 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Tale = ass = 5 6 6x12 MT20HS 10:04:07 2020 Scale-1:59.6 12 11 ell 1.5x8 STP = 4x6 — 8x14MT20HS = 8.14 MT20HS = 46 = 1.5x8 STP = 5x8 = 5x8 = 7-0-0 12: -14 20-7-2 264-0 -8-334-0 T-0-0 514 7-10i a.ne4 Plate Offsets (X Y)— f2 0-1-10 Edeel f3 0-5-2 Ed el f5:0.5-004-121 (710-5-2 Edo 1 f8:0 1 10 Edo 1 ft 1:0 7 0 04$ 112 0-7-004-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.52 11-12 >769 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.5311-12 >760 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO We 0.73 Horz(CT) -0.14 8 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 1981b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 3-5,5-7: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0S-0, 8=0-8-0 BRACING - TOP CHORD Sbuctuml woad sheathing directly applied or 3-0-13 cc puriins. BOT CHORD Rigid ceiling directly applied or 4-3-1 cc bracing. Max Horz 2=-126(LC 9) Max Uplift 2=-1988(LC 8), 8=-1988(LC 9) Max Gmv 2=2775(LC 18), 8=2775(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-5738/4060, 34=.5146/3763, 4-5=-6827/5036, 5-6=-6826/5035, 6-7=-514513761, 7-8=-5737/4059 BOTCHORD 2-13=-3582/5232, 12-13=4687/6532, 11-12=5524/7388, 10-11=-4616/6437, 8-10=-3511/5137 WEBS 3-13=-1122/1685, 4-13=1845/1670, 4-12=508/946,5-12=-726/851, 5-11=-726/851, 6-11=-508/946,6-10=.1844/1669,7-10=-1122/1685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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 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 chard 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 buss to bearing plate capable of withstanding 19881to uplift at Joint 2 and 1988 lb uplift at joint 8. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7091to down and 5151b up at 26-4-0, and 709 lb down and 515111 up at 7-0-0 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-112(F=59), 7-9=54, 2-8=42(F=22) This item has been electronically signed and sealed by ORegan, Philip, 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. 'PhrokusAji c.AJ-canso 26 MR4k USA; inekecen 6fi39'. - -6904 Pid(e Eist Blvd. T4mp_FL 08810 t_Oate:1 ADril 20.2020 AwAwlbb;- VivityadegaperamefersaMREAD NOTES ON TNICANDINCLUDWMREKREF£RENCEPAGEMI7473n, 1=37015SEFORE USE es Dealge valid for use onlywlN MTeka mrneclpr. This design Is based only upon parameters shown, and is bar an IndMdual building mmpanent, rut ��' a pose system. ask. use, 0e building designermuslvedfy am appGgbi6ty ocadign parameter end pmpry edy Incoorate Mis design Into IM1eovea6 bundingdeegn BmdnhdkaWe OprventbuddmgafInd'Mdualb wa banNardMM=bMmiy. Addileactemporryandpermanentbrdrg 15 _ MiTek always,uved forelabllMand he proem Win ocallapae possible rapeenal Injury and pmpmly damage. Fargenemlguldanceregmarg Me fabdcatbn,ebrge.delivery, erecdan and brazing of truaaea and boas systm„a, eea ANSUTPI1 quality CNlede, MS49 and SCSI Building Campeasat Sahalylnfermailan availablehem Trues Plate Insn ,21BN.Lae Street.Sulte312,Memndda,VA22314. Blvd. e 6904 ParkEast East Tampa,rk Job Truss Truss Type Oty Ply LOT 18/2 WATERSTONE T20012480 2322948 A15 Hip Girder 7 1 Jab Reference o tional Builders FiraSource(Plant City, FL), Plant City, FL. -33567, 8.240 s Mar 92020 MiTek Industries, Inc. Mon Apr 20 10:04:07 2020 Page ID:UFLSKgoi2lT0RmwAdSOPCBAGN-NCshvyFOLrh rKyi W 13HNSKsSs064oOaWa4.jh.OsEM • LOAD CASE(5) Standard Concentrated Loads (Ib) Vert: 3=347(F) 7=-347(F) ®WARNING-VadfYchmed parametersaMREADNOTE50N MSAND INCLUDED MITEKREFERENCEPAGEM147I73mv. 1hU3Q015BEFORE USE Oesgn valid for use onlyeath MTeM cmmeclors.This design is based only upon pammeters shown, and is far an individual ImMing Cmpanent, rot a Muss system: Belpre use, Ne building de.4gner mmAwm y Me applicability of logo parameters and property in orparatethie design Ind Me mood buildingdeagn. Brosingindicated id to prevent budding of individual traps web and/or chord members only. Additional temporary and permanent bracing _ MOW always regus i for stability and to prevent coliapsewrs th possible personal inlay and prepe^ydamage. For general guidance regaming Me fabrication,storage,delivery, erecdan and bracing ofbasses and bass systems.see ANSUFPI1 Oually Conede, DSf409 and BCSI Building Component Safarylnformadon available from Tmse Plate lnetNW.210 N. Lee Street Suite 312, Alemndda, VA 22314. 69M Parke East Blvd. Tampa, FL M610 Truss Type Oty Ply LOT 18/2 WATERSTONE ;23229;48�::]SOl T20012481 GABLE 1 1 Job Reference (optional) Builders FlrstSource (Plant City. FL), Plant City, FL-33567, 6x6 i 8.240 s Mar 9 2020 MiTek 6.00 112 Inc. Mon Apr 20 10:04:09 2020 14 - 3x4 = U4 Isx8STP = 3x4 _ 3x4 = 6x8 = 8-10-0 9-Q10 16-0-11 215-3 29d-0 7-0-11 ]dA 5-1R13 - I Seale-1:59.3 Plate Offsets (X,Y)- 12:0-2-5 0-1-81 I5:0-2-00-0-21 15A33 0-2-81 (6:0-4-0 0-3-01 f6:0-6-0 0-2-131 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ved(LL) 0.44 1545 >245 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.361545 >303 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WE 0.66 Hom(CT) 0.03 13 Na rt/a BCDL 10.0 Code FBC2017frPI2014 MaMx-MSH Weight: 237 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 TOP CHORD Stmctuml wood sheathing directly applied or 5S7 oc puffins. BOTCHORD 20 SP No.2'Excepf BOTCHORD Rigid ceiling directly applied or5-9-14 oc bracing. Except 4-13: 2x6 SP No.2 6-" oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1Row at midpt 5-13 OTHERS 2x4 SP ND.3 REACTIONS. (size) 13=0-8-0, 2=0-8-0, 8=0-8-0 Max Horz 8=-356(LC 11) Max Uplift 13=-559(LC 11), 2=-354(LC 10), 8=546(LC 11) Max Gmv 13=1153(LC 1), 2=379(LC 21), 8=804(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 5-6=-614/588, 6-7=-1164/789, 7-8=-1332/889, 2-3=-243/396, 4.5=.110/388 BOTCHORD 11-13=113/300, 10-11=-738/850, 8-10=-1025/1166, 13-15=-0501766 WEBS 7-10-195/279, 6-10=.91/362,6-11=-557/653,5-11=-419/587, 5-13=712/452, 3-15=317/506 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; hall 5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exledor(2)-14-0 to 4-1-10, Interior(1) 4-1-10 to 7-2-6, Exterior(2) 7-2-6 to 18-1-10, Interior(l) 18-1-10 to 25-2-6, Extedor(2) 25-2-6 to 30-8-0 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed forwind loads in the plane ofthe 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 perANSUTPI 1. This Item has been 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) All plates are 2x4 MT20 unless otherwise Indicated. sealed by ORegan, Philip, PE 6) Gable studs spaced at 2-M oc. using a DlDi Digital Signature. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerd with any other live loads. - This truss has been designed Printed P IBS Of this 8) 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, with BCDL= 10.Opsf. document are not Considered 9) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 5591b uplift atjoint 13, 3541b uplift at signed and sealed and the joint 2 and 546 lb uplift at joint 8. signature must be verified on any electronic Copies. 'Philip J.9R`ag'an,PE Nd.66126 MIIDkU6A;1nd;FL Ced6634' 4904 Parka &t 61vd.Tempa FL 336IQ - :Date... April 20,2020 ®WARNING. Verlryda.1gepammeersandREADNOTES ON THIS AND INCLUDEDWEKREFERENCE PAGE MIIdq]nv. 1""015SEPoRE USE Design void for use only wgh Meek i no mecron. Thia dealga Is based only upon parametera shoes, and is for an Individual building component, net �- a truss system. Before use, the building designer must verifyble applicability of design Parameters and pmpey Inonporsle d,ls design inb Ne overall buildiagdealga. Eadng Indicatetl is to prevantb..Whg of Individual buss web androrchooi members only. Additional temporary and pmmenentbracing MiTek' Is always required far stability and to prevent collapse with posable personal Injury and impart damage. For general guldance Marring the fabdcatbn, storage, delivery. erection and bracing of tresses and hues stamens, sea ANSNPI1 Dually Crihole,OSS-89 and BCSI BuaN'ng Component SereylnbmaUon available rmm Tress, Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314. ast 8 6904 Parka Eastivd. B Tampa, FL E6610 Job Truss Truss Type Oty Ply T20012482 2322948 B02 SPECIAL 2 1 �LOT18/2WATERSTONE Jab Reference (nnt'nnall Dmlaers Firstboures (Plant City, FL), Plant City, FL-33567, 8.240 a Mar 9 2020 MITek Industries, Inc. Man Apr 20 10:04:10 2020 Page 1 ID:UFLsKgoi2lTgRmwPj SOPzBAGN-onYq) _Hlem7ciohHCAd_4yll401 HAI1CYJdK0zOSEJ f1-0-0 6-0-5 I 8-100 12-8-0 1 20£L I 25-1-1 29-0-0 13— I -o 6-0-5 2-9-11 3-70-0 7-10-6 1:F 4-2-15 1 11 5xe i 6.00 112 3x6 = 3x4 = 3x4 = 3x4 = 1.Sx8 STP = 6x8 = 1 I 2z1 8a-0 0a-0e -01oz I z6s-5r4 Scale=1:59.3 Plate Offsets (X,Y)— f2:0-2-5,0-1-81, f5:0-3-8.0-2.81. f6:0-0-0.0-3-01 f13:0-3-80-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.42 15-18 >256 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.3415-18 >318 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.65 Hom(CT) 0.02 13 We n1a BCDL 10.0 Code FBC2017/rP12014 Matdx-MSH Weight: 159 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 cc puffins. BOTCHORD 2x4 SP No.1*Except* BOTCHORD Rigid ceiling directly applied or 645 cc bracing. Except: 4-13: 2x4 SP No.2 6-0-0 cc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 REACTIONS. (size) 13=0-8-0, 2=0.8-0, 8=0-8-0 Max Mom 8=-356(LC 11) Max Uplift 13=524(LC 11), 2=378(1-C 10), 8=558(LC 11) Max Gran, 13=1121(LC 1), 2=388(LC 21), 8=816(LC 1) FORCES. (Ib)-Max. Camp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 5-6=-639/615, 6-7=-1153/820, 7-8=-1293/869, 2-3=-253/430, 3-4=-110/301, 4-5=-137/425 BOTCHORD 11-13=139/315, 10-11=-757/877, 8-10=976/1127, 13-15=-438/749 WEBS 6-10=1061344, 6-11=562/647, 5-11=4113/587, 5-13=699/423, 3-15=-301/474 NOTES- 1) Unbalanced roof live loads have been considered forlhis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCD1-=5.0psf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2)-1-4-0 to 4.1-10, Interior(1) 4-1-10 to 7-2-6, Exterior(2) 7-2-6to - 18-1-10, Intenor(1)18-1-10 to 25-2-6, Extenor(2) 25-2-6 to 30-8-0zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 par bottom chord live load nonconcument with any other live loads. 4) `This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide This item has been will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 524lb uplift at joint 13, 378lb uplift at electronically signed and joint 2 and 558 lb uplift atjoint 8. sealed by DRegan, Philip, 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. 'Pli(Ifp J. Vf igadFE No.88126, Nnel, USA; Ina FL Can 6634, -6904 P;rke Seat Blvd: Tnmpa-FL 33810 Datam April 20,2020 ®WARNING-Vady deatgn pamemelem and READ NOM ON THIS AND INCLUDED MNEK REFERENCE PAGE MII.7413 ne, IM37015 BEFORE USE Decign valid for use only web MTeldd comactom. TNa deign is based only upon paramelen, ahowa, and a for an individual budding component not a bun. system. Sefine use, tie baM ing declarer muat vedty Me applirabidty of design parametea and pmpedy Incorporate Mile dealgn into the ovemll buiWmgdeeign. BmdMlndioaledismpmv nlbuddingofmdNlduslbusswebandbrrderdmenbeaarly. Addibowltempo vy.ndpenmarentbrad, MiTek' Ia always reeuhed far inability and to preventodlapse with possible pemonal Injury and pmpe4y damage.. For general guidance m,ardip, the fabdwaon, smmge, ddiv I erection and bmcmg of buasea antl puss systems,see ANSV7Pll Dually Gifels, OSBd9 ondBCSl Building Component Safety inform id. evades ale bom Tmss Plate Ine6lufe, 218 N. Lee Street Suite 312, Alevendda, VA 223% 6904 Parke Eaat Blvd. Tampa, FL W610 Job Truss Truss Type Ory Ply LOT 18/2 WATERSTONE T20012483 2322948 B03 MONO TRUSS 2 1 Job RefIpti 11 Builders I'Misource(Plant City, FL), Plant City, FL-33567. 8.240 s Mar 92020 M, rek Industries, Inc. Mon Apr 20 10:04:10 2020 Pagel I0:UFLsKgoi2lTgRmwMSOPzBAGN-onYgX Hlem7dohHCAd_4yM14_gHld1 CYJDKOzOsEJ 1 1-0-0 1 6-0 1 2-4-15 1 2x4 II 1.5xBSTP = Gas = 3x6 = Scale=1:30.9 Plate Offsets (X,Y)— 12:0-9-12 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.32 5-7 >349 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.72 Vert(CT) 0.27 5-7 >408 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Hom(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight 52lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (size) 5=03-8, 2=0-8-0 Max Harz 2=366(LC 10) Max Uplift 5=-316(LC 10), 2=-236(LC 10) Max Gmv 5=335(LC 1), 2=417(LC 1) FORCES. (III -Max. Comp./Max. Ten. -Alt forces 250(lb) or less except when shown. TOP CHORD 23=-271/195 BOTCHORD 25=464/207 WEBS 3-5=-282/612 Structural wood sheathing dinectly applied or 6-M oc pudins, except end vedicals. Rigid ceiling directly applied or 6-1-7 oc bracing. NOTES - I) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; Cat. 11; Exp C; End., GCPI=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;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 nonconcurrerd 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 6t between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3161b uplift at joint 5 and 236 He uplift at joint 2. This item has been electronically signed and sealed by DRegan, Philip, 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. 'MITQkJ.'A' ina'FLENc.5Q12,g, 6104kusA; InG`FUCarl6614, -6967 PLrke Esit Blvd; Tern pa FL nisi p petei: April 20,2020 ,&WARNING. Vedrydeslgn penvestne d READ NOTES ON THIS AND INCLUDEDM?EKREFERENCE PAGE M pT173 rev. InWo, BET-0RE USE sease Dmign valld for use onlyy6 h MTek® co menom. This design Is based only upon parameters shown, and b loran hdiculual building mmponenq not �s- a trance system. Before use, the building designer must vedy in. appricability of design paramaten and property incowcate this design Inpi to e overall buildNgdesign. 3mcN Indicated is to proamtbudding oflodwidual truss web anNorchord members only. Additional tempamry and pemmnenlbraelg MTek' pmpe AN5�110ua oftrusaess sa rabn�tybnabrge, delivery maacron d bracing and tnSystems sealy CrlWrea05819 endBCS/Bulldng Compononf Saf erenomonad mamoblefrem Trues Plate Institute N. Lae Street, Suite 312Mexandda, VA 22314. M 4Para atl EsBlvd.. . Tampa. R Job Truss Truss Type _7 Oty T 18/2 WATERSTONEm T20012484 2322948 Ci re nstooume(runt amity, FL), Plant city, rL-33567, 0.11-0 nelr 9 2020 MiTek Industries, Inc. Mon Apr 2010:04:11 2020 Scale -1:7.6 Plate Offsets(XY)— 12:0-1-40-0-21 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) -0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) 0.00 4 n/a nla BCDL 10.0 Code FBC2017rTPl2014 Matdx-MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=73(LC 10) Max Uplift 3= 3(LC 1).2=-148(LC 10), 4=-15(LC 1) Max Grsv 3=14(LC 6).2=158(LC 1), 4=31(LC 14) FORCES. (III) -Max. CompJMax.Ten.-All fames 250(I1g) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-"oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(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 fora 10.0 psf bottom chord live load nonconcurrentwith any otherlive loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 31-0 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 truss to bearing plate capable of withstanding 3111, uplift at joint 3, 1481b uplift at joint 2 and 15 Ib uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. 'PA(rpJ. OR`egi pE RoA136, MITak USA;1n6TkCett6634 3964P1iarkp East Bfy&T9mp.FL 33610 i0ajei April 20,2020 WARNING NOTES NOTES ON MIS ANDINCLUDEDWENREFERENCE PAGE 1&1-7473.. IcAr=015BEFORE USE assea Design valid for use eNywitb Mi mnnecma. This design la based only upon parametera shown, and is for an Individual building component not �e• a Buse system. Before use, the building design/must verify 0a applicability of design parameters and pmpedg y In000rate NV design Into vie overall b,uldingdesign. among lndisxted is to prevent buckling of Individual truss web andlor d,vd members only. Addi9onal temporery and pennanentbading WOW always regutredfor Stability and to prevent collapse WM passible Persons! MJury and Property damage. FargenealguNanceregxdingvie fabdcatbn, whage,delivery, erection and bracing of trusses end buss systems. me ANSUFF71 Quality Crkar4,DSB-89 and SCSI Sa7i Component SafofylefmmeUon avaaffile Gam Tmss Plate Ins6Nte, 210 N. Lee St.4 Suite 310, Aleundda, VA22314. 6904 Padre East Blvd. Tampa. FL W610 Job Truss Truss Type Oty Ply LOT 1Bl2 WATERSTONE T20012485 2322948 DIP JACK -OPEN 4 1 Job Reference (optional) V,U s mar a LULU ml I eK mODames, Inc. man Apr zu W:il 2uzo Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) -0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES We 0.00 Hom(CT) 0.00 4 me Na BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4—Mechanical Max Harz 2=73(LC 10) Max Uplift 3=-4(LC 7), 2=-148(LC 10), 4=-15(LC 1) Max Grate 3=12(LC 14), 2=158(LC 1), 4=31(LC 14) FORCES. (Ib)-Max. Comp./Max. Ten. -All tomes 250(lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 0-11-4 oc purins. BOTCHORD Rigid ceiling directly applied or l0-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;C-C far 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 pat bottom chord live load nonconcument 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 2-0-0 wide will rR 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 4lb uplift at joint 3, 1481b uplift at joint 2 and 15111 uplift atjoint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. 'PAigp7.bR6ganpE No.58128, . Milli USA; b p:yL Caf 86684 �6904 Parkb East Blvd. Tinge FL 836t0 �05te:• April 20,2020 ®WARNING.VerUydesl9npaamereama NEAD NOTES ON TNIS AND INCLUDED MIrEKREiERENCEPAGEMII.7I7Jnv. fONY1015BEPoRE USE valid for use only with MITex4)ennechns. Tins design is bided only upon parameters ahowq and b for an individual building rampansnt net WitDeign le . bass syem. Before me, Me building designer must verify Me appicsbl4ty of design parameters and pmpedy inemorate Mlt dealgn Unto Me ovemA buiNingdelge. Brsdng Mdloated is to pmventbudirg afindividual true web anNor exoN manbma only.AdditionaltempararymadparmanenlbradO MiTek' Velnem, required for stability and to prsventcollapse wiM possible personal Mlury and pmpe4y damage. Forgeneralguldanceregardng Ma faanest..ebmg.. ddNery ction and leading of busaee and buss.ysterns, see ANSYTPII Quality Crl fa, DS8.89 and BM Sol Component Sahmfylneenion avallabIs form Truax Plato Institute, 218 N. Lee Street. Suite 312. A moodda, VA 22314. 6904 Pa" East Blvd, Tampa, FL 36610 Truss Truss Type Oty Ply LOT 1812 WATERSTONE L203'22118 T20012486 q Jack-0pen 6 1 nF Reference loot non t oa�mcrs nrslaource 11umIIlry, 1-1.1, Plant Cry, FL - dubel, 8.240 a Mar 92020 MRek lndusides, Inc. Mon Apr 20 10:04:12 2020 Page ID:UFLsKgo121TgRmw/y)SOPzBAGN-kAgaygJVANNWgfJafS4V1 oCtoTlEyJgsokPvzOsEH Wt-0-o 2.114 I 2.114 Scale = ta2.7 Plate Offsets (X.Y)— f2:0-14,0-0-21 LOADING (psf) SPACING- 2-M CSI. DEFL, in (loc) Well lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 -999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 47 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017rrP12014 Malrix-MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Holz 2=142(LC 10) Max Uplift 3=-81(LC 10), 2=-139(LC 10), 4=-36(LC 7) Max Gray 3=60(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All fames 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or2-114 oc pudins. BOTCHORD Rigid ceiling directly applied or l 0-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=l6omph (3-secand gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS far reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load noncancurrent with any other live loads. 3) a This truss has been designed for a Ilve 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81111 uplift at joint 3, 139111 uplift at joint 2 and 36 Ill uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. 'PhIiIpJ:0140p fE 140.581211, , MIT ek USA; In a FL-Cort6634' UD4 Pprkd East BNd.Tempa FL 7781A 051iY April 20,2020 ,AWARNING-Verily design pnametMeadREAD NOTES ON TNS AND INCLUDED MITEXREFERENCE PAGE MII-7n4rev. 14N3BOI5BErORE USE asseas Cousin valid for use oNywgh Mil convolors. This degn Is based only upon paremeters shown, and Is bran Indridual building wmponenl, net ��' a buss eyalem. Before use, the buildirg designer must verify Me applicability of design parameters and pmpedy inmgorste IN. design Into Me avera0 buiidNgdeagn. Bracing Indicated Is to prevent buc4Jing of Ndividual Was web andlor choN members only.Additional temporary and permanent bracing MOWalways requ'vetlfor elabJlyandbpreven[pppapae wlN passible penanal lnjuryentl prepedy tlamaga For general guidance regarding Me fabdratlon,storage. delwery,erection and bracing ofrrssaa and buss system,sea ANSM11 Quality Criteria DSB49 and SCSI Building Campommi 6904 Pence East Blvd. S./stylnl ation available WmTmv Plate lna0luts,218 N. Lee SI Suile 312, Alexandda. VA T2314. Tamp., FL U610 Job Truss Truss Type Oty Ply LOT 18/2 WATERSTONE T20012487 2322948 C3P JACK -OPEN 4 1 Job Reference (optional) FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2010:04:13 2020 Scale=1:12.7 2.11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vide8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Hom(CT) -0.00 3 n/a We BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=10echanical Max Harz 2=142(LC 10) Max Uplift 3=-81(LC 10), 2=-139(LC 10), 4=-36(LC 7) Max Gran, 3=60(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. BRACING- TOPCHORD Structural woad sheathing directly applied or 2-11-4 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;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 fora 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 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 truss to bearing plate capable of withstanding 81 lb uplift at joint 3, 1391b uplift at joint 2 and 36 Ib uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. PhA`pJ.O'ReganPEN0.591126 .l7RakLSA;ind`fLGed 66M --. '.6904 Pazka East 6Nd,h. mpz.F407610 �_-0ata:. April 20,2020 ® WARNING -Vonly design paremefem anaRFAD NOTES ON MS AND INCLUDED MREK REFERENCE GAGE A111-7473 m.1003,2015 BEFORE USE. Daalgri adldfafuaeo,dywlM MneiO mnnecto,a.Tinsdee, la beaedoNyupon parematere shown and is bran individual budding componait ml ��• truss system. Before me, the building daugner meal vedfy the applicability of design paremefera and propaMinox"rate Ous deaign Into Neoverall buldingdeslgn.amain, indicated Is to prevent bucking of Individual Was web anNor chord merabaa only. Additional temporary end,em,awut brad, MiTek' la always requbed far arability antlm prevenlcdlape.withpwsibTepervanal Injury and pape,tybovage. Forgeneralguidancemgarding No fabrication, emmpe,delve,y, ereoson and bracing of tosses and Wes ayeaw.eve Magian Quality Criferls, Di and BCS1 Building Compenanr Sefetylnlarma0onavailable WmTmwPntaIn.tWW.218N.LeeStreeLSuite312,M.e dda,VA22314. 6804 Pads East Blvd. Tampa, FL M610 Job -Truss Truss Type Oly My LOT 18/2 WATERSTONE T20012488 2322948 CS Jack-0 6 t Job Reference (optional) sanders FIret5ource (Plant uiry, FL), Plant Gty, FL-33567, 3x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2010:04:13 2020 seat,=1:17.6 Plate Offsets (X,Y)— f2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-M CST. DEFL. in (loc) War Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.05 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 4.7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017lrP12014 Matdx-MP Weight: 18 lb FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOTCHORD 2x4SPNa.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hoe 2=213(LC 10) Max Uplift 3=-153(LC 10). 2=-165(LC 10), 4=7(LC 10) Max Gov 3=112(LC 1).2=262(LC 1), 4=67(LC 3) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or l0-M Go bracing. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) 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 fora 10.0 par bottom chord live load nonconcument 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-" 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 truss to bearing plate capable of withstanding 153 lb uplift at joint 3, 165 lb uplift at joint 2 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. 'MrFA'USA; lnga lrl: No;591jB' Ced66N - 8264 Parke East Blvd: 7empa FL:7A810 April 20,2020 ,& WARNING - Verify design perameremandREADNOTES ON MIS AND INCLUDED MrrEK REFERENCE PAGEW1.1473 . 1N0Y201a BETLRE USE Deagn valid (prase pNyvdV MTeb® con aresure. TNs design Is based only upon parameters shoem, and Is for an Individual bulding component not ■` A base system. Before us% tho building designermuat verily Ve epptira ,iliyof design parametee and prepedy Incorporate Via deelge Wo are ovemr buildingdesan. BradnglndiwtedisWprevontbuddgofNdMdualWmwbandlorohoNmemberacnly. AddibonaltemporaryaMd manentbmdrg MiTek' bsi ayes requiredfor stability and to pamentmllaMe mh possible personal Injury and property damages Fprgeneadguiderregard,gthe fabrication, storage, ddywy. a,e tian and bmsNg diruseas and base opuses, use AVWP11 Ga.W CriteNa, DSX89 and BL51 BullMng Conponenr Saistyln/wme0an avMabta (mm Tmm Plate Insghna, 219 N. Lea Street Suite 312, Nexandda, VA22314. 690tl Parke East BIW. Tampa, FL W610 Job Truss Truss Type City Ply LOT 71/2 WATERSTONE T20012489 2322948 CSP JACK -OPEN 4 1 Job Reference (optional) ,,manors n,ue.tace taint uty, rL1, gam cny, rL - 4lfbbf, 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Apr 20 10:04:14 2020 Page 1 ID0_uD4BM3RhwSslpy6aEmzjflL-gYnLNLKpi?d1BP 2R?hw9w62ghOrD8Sc7AHrTazOSEF 4-114 -0-0 4-114 Scale=1:17.6 Plate Offsets (X,Y)— f2:0-0-4,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.12 4-7 >488 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.11 4.7 >556 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Hmz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-M, 4=Mechanical Max Horz 2=213(LC 10) Max Uplift 3=-153(LC 10), 2=-165(LC 10), 4=66(LC 7) Max Gav 3=112(LC 1), 2=262(LC 1). 4=87(LC 3) FORCES. (Ib)-Miss. Comp./Max. Ten. -All farces 250(I1a) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 4-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone; porch left exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 2-M wide will fit between the bottom chard 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 153 lb uplift at joint 3, 165 lb uplift at joint 2 and 66 Ib uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, 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. 'Phi6p3. 0Regan PE Ng.6812.6; .MReNLSA; Ine,FL Cert 6674; '-6900 Paike Eatlt Bhd: Tempe Fb 93Bf 0 oaiaf: April 20,2020 AWARMNG.VMfydaal9np.ft..e READNOTESONTMSANDINCLQDEOMITEKREFERENCEPAGEWhTV3..IWWOISBEr REUSE D®gr valid far use oNywnh MiTex® wmrecbre. This design Is based odyupon parameters sbawn, and Is for an Individual bu60ing sampanen4 pat �r- ■` a sows oy Wm. Before use, Ne bWldNg designermuetvedly the appiiwbiftyof dealgn parameters end pmpedyinwWmW Nia design inb Meomm6 bWMLgdeslgm Bracing Ndlcaled is W prevent Welding of Ind idual buss web ardor choN members only. AddiEanaltemporaryandpermanentbmdrg MiTek' 6 akayo required for stablity and to prevent wllaam w possible personal inlury and pass" damage. Forgenerelguldanwregardirgge fabdaa4on,average. detWory, erscbon and bracing ofirases and puss psalms. sea ANSETPIIQuallty Wtl 0,DS8419cr BCVBuildMgCemponmt SeNty/nformeUon evaliablefmm TMn PbWlnstWta216N.Lee Stmt SWte31ZMA andda.VAT2314. 604 Perko Fast Blvd. Tampa,R W610 Jab Truss Truss Type Oty Ply LOT 18/2 WATERSTONE T20012490 2322948 D01 Common 7 1 Job Ref r c (optional) Dormers rlrsleouroe tnam Lary, rL), rlam ury, rL-JJ001, 6.00 12 17 4x6 = 18 d.24U s Mar 9 202U MI I as Industries, Inc. Mon Apr 20 10:04:15 2020 Page 1 3x4 G 4 3x4 G/'� 3x4 3 C 5 10 21 22 23 2x4 // 9 8 24 3x6 = 2.4 \% 19 20 Scale=1:38.5 6 E12d8 7 I1 Plate Offsets (X,Y)— t4:0-2-15,0-1-81 LOADING (Pat) SPACING- 2-0-0 cSl. DEFL. in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.51 8-10 >483 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.78 8-10 >318 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 90 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-8 ac purling. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=041-0, 6=0-8-0 Max Horz 2=-179(LC 11) Max Uplift 2=-703(LC 10), 6=-708(LC 11) Max Gran, 2=1101(LC 1), 6=1109(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2037/1485, 5-6=-2049/1495 BOT CHORD 2-10=-1065/1737, 8-10=-897/1364, 6-8=-1072/1746 WEBS 3-5=-1466/1585,5-8=-3M58,3-10=-298/742 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opsf, h=15ft; Cat. II; Exp C; Eric],, GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 4-1-10, Intenor(1) 4.1-10 to 4-10-6, Extedor(2) 4-10-6 to 15-9-10, Interior(1) 15-9-10 to 16-6-6, Extedor(2) 16-6-6 to 22-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load noncroncument 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 703 lb uplift at joint 2 and 7081b uplift at This item has been Joint 6. electronically signed and LOAD CASE(S) Standard sealed by ORegan, Philip, PE 1) Dead +RoofLive (balanced): Lumberincmase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (pif) Vert: 1-4=-54, 4-7=-54, 10-11=.20, 10-21=-60, B-21=-75, 8-24=-35, 14-24=-20 Printed copies of this document are not considered I signed and sealed and the signature must be verified on any electronic copies. 'PBi6p J:O;R`agan FE f70,4126 E1Tak 09A;1n0: FL Can 6634. 4904Paik6 East BN&Tampa FL 77679 JOzte:: - April 20,2020 A KUJ?MNG-Verily deal9npanmeters and READNOTES ON THIS AND INCLUDED MRENREiEBENCE PAGEW1.xfr3 me. Melanefd BEFORE USE Dosign vend for use onlywith Mmek® connectors. TNs design Is based only upon generates sheen, and a farm Ndiv oral building component not truss o,mr. Before uae, the 1memg designarmmt,,mfy Ne applicabl4ty of deign parsmetea and property Incorromo this design Into 0e avem building design. arson, lndirated Is to prevent Welding ofhdmdual taw web and/or chord mentors only. Additonal tempos end permanent bradrg MOW Is, steep reidox! forstab0ity and fo preventoolapsevnth passible personal "and property damage. Forgenemlguidamon,edin,Me febrea6on, storage, dellvey, erection and brain, of busses and hose aymm.. sea ANSI/TP110uality Gnome, DS"9 and SCSI SuDNng Component Salotylnlmmaean av Fla [efrom Trues PlatelnsG te218N.Loa StwtSu0e312,Nexandda,VA2 314. 69M Palle East Blvd. Tempe, FL W610 Type Oty Ply LOT 1112 WATERSTONE [23'22�948 ]D02�G�ABL T20012491 E 1 1 Job Reference o tional Hungers Fassource (Plant City, FL), Plant City, FL-33567, 4x6 i 19 18 17 16 15 14 2x4 II 2x4 II 2x4 II 2x4 It 3x4 = 2x4 II 8.240 a Mar 9 2020 MiTek Industries, Inc. Mon Aor 2010:04:16 2020 13 12 2x4 II 2.4 II Scale =1:40A I �$ Plate Offsets(X,Y)— 16:0-3-2,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (ice) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.33 Vert(LL) 0.00 11 fur 180 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Verl(CT) 0.01 11 Nr 120 BCLL 0.0 ' Rep Stress lncr YES WB 0.15 Hom(CT) 0.01 10 Na nfa BCDL 10.0 Code FBC2017fTP12014 Matdx-SH Weight: 10416 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0cc putting. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-e-0. (Ib) - Max Horz 2=-179(LC 15) Max Uplift All uplift 100 Ib or less at joints) 18,13 except 2=-112(LC 10). 17=-160(LC 10), 19=-284(11LC 10). 14=-158(LC 11), 12=-283(LC 11), 10=-147(LC 11) Max Grev All reactions 250 Ib or less at joint(s) 2, 16, 17, 18, 14. 13, 10 except 19=305(LC 21), 12=305(LC 22) FORCES. (lb) - Max. Comp./Man. Ten. -All forces 250(I11) or less except when shown. TOP CHORD 4-5=-62/302, 5-6=-99/453, 6-7=-99/453, 7-8=-62/302 BOT CHORD 2-19=-36/261, 18-19=-36/261, 17-18=-36/261, 16-17=36/261, 14-16=-36/261, 13-14=-36/261, 12-13=-36/261, 10-12=.36/261 WEBS 5-17=-126/319,3-19=-210/510, 7-14=-126/319, 9-12=2101510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-4-0, Exterior(2) 4-4-0 to 4-10-6. Ccmer(3) 4-10-6 to 15-9-10, Extedor(2) 15.9-10 to 16-4-0, Comer(3)16-" to 22-M zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 cc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not co mule the plates. If ACC, CBA, or CA-B treated lumber is used, Improved corrosion protection is required, and GI85 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)18, 13 except (jplb) 2=112, 17=160, 19=284, 14=158, 12=283, 10=147. This item has been electronically signed and sealed by ORegan, Philip, 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. Phal"J O;Regan FE Ng58tl@ MilIk USA;InS: FE Cad amaaU Parka Ea9 BNB Tampa FL 7QB10 Date:" April 20,2020 AWARNIND-Marlydaslg^Pa five andREAD NOTES ONTHISAND INCLDOEDMITENREFERENCEPAGEM-7473rex. ISVIN116aEFOREOSE asseas Design valid Kruse onlywW MTeW connecmre. This design Is based orgy upon parameters shown, and is for an Ndiddual bolding component net ��- Puss system. Before use, the budding designer must van yMe eppncotyof d biliesi, parameters and propertyInou"rate tea des, Into NeovemA buddingdesign. Bradrq Indicatetl labpmvent budding of In4MtlualWav web anNor tlnrd membere only. Addinmultempareryendpmmenentbmdre M1Tek' la sways regpPedfor stabilityandto preventeellapoevath pdsslbla penunal Injury, and mapedy damage. Fargenaral guidance regardieg the fa&fy Inn, siorsge. delnery marten and bracing of busses and issue systems,see ANsgrPlf Oaelity Crlhvla, OSB-69 and BCSl Building Component SePotylnsunned. 'al orbIsteam Trvas Plate Institute. N. Lee 3treeL Suite 312, Alaundda. VA 22314. 6904 PaAe East BIM. Tampa. FL U610 Job Truss tiesType Ply E7 JACK-0PEN �Qty 24 1eference LTR1812WATERSTONET200124922322948 (optional) runners nrsteaurce (right urty, I-L), right Lily, FL- 33bbf, 8.240 s Mar 9 2020 MTek Indusbies, Inc. Mon Apr 20 10:04:16 2020 Page 1 I0:UFLsKgoi2lTgRmwNSOPzBAGN-cxv5ol M3EcUO18RYOkOELCLlU1 Fh2yvbUmyYgzOsED -1-0-0 3.2-0 7.0.0 &2-0 I 3.10-0 galls =1:23.1 Plate Offsets(X,Y)- (2:0-2-10,0-1-81 LOADING (pso SPACING- 2-M CS1. DEFL. in (Ioc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.20 4-7 >411 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 4.7 >400 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) -0.01 3 rda nfa BCDL 10.0 Cade FBC2017/rP12014 Matrix -MP Weight 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=287(LC 10) Max Uplift 3=-228(LC 10), 2=-197(LC 10), 4=9(LC 10) Max Grav 3=166(LC 1), 2=336(LC 1), 4=124(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc puffins. BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(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 pat bottom chord live load nonconcument 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) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4 except at --lb) 3=228, 2=197. This item has been electronically signed and sealed by ORegan, Philip, 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. �P110J:OklijanyE No.53120 LhTet USA; Ina FLC9rt 6SM 5944 peike East Blvd. tempo FL 77610 ga'li: April 20,2020 ® WARNING -y erlrydeslatiameniftneMREADNOTESONTHISANDINCLUDED M/IENREFERENCEPAGEM11.74Jnv.fab11ar6eEFOREUSE assess Cook, valid for use only with MTekli mrnsomm. This design Is based only upon parameter shown, and k for an IndmWual building mmwnent, net ��' a truaa ayatem. Before use, the building, designer must verify the app4cabifty of deegr n parameters and properly maoryorts ma dosgn Into the overe bulidthgdealgn Bmdig NdiwtedisbpmventbucmgofOdMv al WsawabandiarahoNmembmr y. Additional temporary and permanent brdog MTek' is eNrya rquietfarstabillty and to prevanOwilapse w(M possible personal Nluw and pmpedy damage. Forgemavquldanceregardbgthe (abdrafrogatorage, deliveeryry erection and bracing oftruseas and Wan system, sea ANSDTP1l Quality Criteria, DSIF89 and SCSI Building Component SatetylnfaveraUan evmlablefrom TM"Plata Insftt,218N.Lee SU%4Suite312,Ne"e da,VAM314. 6904 Pare kEast Blvd. Tampa, FL U610 Truss miss Type Oty Ply LOT 18/2 WATERSTONE ;23229;48 T20012493 -OPEN Jab Reference (optional) Builders FlrstSource(Plant City, FL), Plant City. FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2010:04:17 2020 Page 1 Scale=1:22.6 Plate Offsets (X,Y)— (2:0-2-12,0-1-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Ved(LL) 0.18 46 >453 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Verl 0.16 46 >519 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 4 nfa Na BCDL 10.0 Code FBC2017rTP]2014 Matrix -MP Weight: 30 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4--Mechanical Max Hom 2=287(LC 10) Max Uplift 3=-204(LC 10), 2=-204(LC 7), 4=-115(LC 7) Max Grav 3=142(LC 1), 2=336(LC 1), 4=141(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250(Ib) or less except when shown. BRACING- TOPCHORD Structurel wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or B-9-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.0psf, h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Fxtedor(2) zone; porch left exposed;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 fora 10.0 psf bottom chord live load nonconcument 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 36-0 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) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 3=204, 2=204, 4=115. This item has been electronically signed and sealed by ORegan, Philip, 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. 'Phl6p J.'ORagan pE No.58126 HRxkUSq Mc_FL Old6634' , 5690/ Pd[kp EaM 8Nd.7anipd.F4396,19 ^Ozteb April 20,2020 ®WARN/NG- VedrydaaJgrP hamxmdREAD NOTES ON THIS AND/NCWDEDMITEXREFERENCE PAGE MO-TOJnv. f4A0iVZOMBEFORE USE aaaaa Design valid ter use only Wth Mifeb® co,medon. This design is based onlyupon parammoss.hosen, and h Ior an Ind'Mdual building component not �'' trams system. Barore use, the Wld[ng designs mustvadty he applcsbilryof dem sgn pameters and Passed, lecoryomtethis design Into measure!] bdldingdes[6n. BmdrgGdicatedistoprwentbuddingofindNiduelWmwebanNor,h.d. mbenonly. AddilareltempomryaMpermane orals, MiTek' b eAvays ra9utrM for stability end to Prevent coRep.. Wisp mebls persons] injury and properly damage. For general guidance regamim, the fabdrafnn, etomga, delNaayy eremen end bracing of busses end truss systems, sae ANSUfPH Dually Cdrsfa, DSB49 erMBC51 gasses, Component Safsfyfnfirmagon evadable 9om Tmsa Piste lns6Mg 218 N. Lea St.L Suite 312. X.Mda, VA 22314. 6904 Pads East Blvd. Tampa, R U610 Job Truss Truss Type Ory Ply LOT 18/2 WATERSTONE T20012494 2322948 H7 DIAGONAL HIP GIRDER 3 1 Job Ref(optional) eullders PirstSource(Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Men Apr 20 10:04:18 2020 Us = Scale-1:22.8 Plate Offsets (X Y)— (2:0-2-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.12 7-10 >995 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.09 7-10 >999 180 BCLL 0.0 ' Rep Stress lnor NO WB 0.25 Horz(CT) -0.01 5 Na n/a BCOL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied orb-6-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=374(LC 4) Max Uplift 4=-237(LC 8), 2=-473(LC 4). 5=-442(LC 4) Max Glen, 4=219(LC 18), 2=41 O(LC 1), 5=422(LC 1) FORCES. (Ib)-Max.Camp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-038/451 BOT CHORD 2-7=-695/576, 6-7=-695/576 WEBS 3-7=-176/306,3-6=707/852 NOTES. 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; patch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument 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 chard 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 100 lb uplift at joint(s) except Ot=11b) 4=237, 2=473, 5=442. 6) 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 LOAD CASE(S) Standard electronically signed and 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 sealed by ORegan, Philip, PE Uniform Loads (pif) using a Digital Signature. Vert: 1-2=54 Trapezoidal Loads (plf) Printed copies of this Vert 2=0(F=27, B=27)-to4=433(F=39, B-39), 8=O(F=10, B=10)-to-5=49(F=-15, B=-15) document are not Considered signed and sealed and the signature must be verified on any electronic copies. 'PhilIP J-ORliganyE No;5812_e .MToxusk Inc:FLded8N:,6 -6BOd Parke East Bw. Tampa F08461q . .'Data,'. April 20,2020 ®WARNING-Vwlry design pnnmerers aMREAD NOFE9 ON MISANDINCLUOEDMITEKREFERENCEPAGEMII.7V3 .14AU12 ISBEFOREUSE assess Doi valid lar use odywnh MITakO mnnecbrs. Tide daalgn Is based oNyupon parameters shown, and to by an individual bulldn9 wmponeat, not ��• a Ouse systemva . Bob. s, to building designer muatwdly Me appacebility of lease pemetar ma and properlyinmrporath tethle design Nto e overall buadingdesign.Bradyglndbated is b prevent buidding of lnchidual trues web andor ohaN members only. Add6orultemporsryaadpermanentbrzdrg MiTek' is alwaM repaired toratabJgy end to prevent collapse wM possible personal injury and property comers. For general guidanceregerdirlg Me fabboden, abroad, delivery. erection and bracing of trueses and trays aysbme sea ANSIMII OuaIMy Cdlede, DS"9a.dB= eulldbg Component Ssfarylnfmmagen aveJable bore Tmaa Pbte Inagbb, 21a N. Lee street Suite 312, Alazendda. VA 22314. 6)c4 Perko East Blvd. Tampa. FL W610 Job Truss Truss Type City Ply LOT 1812 WATERSTONE T20012495 2322948 H7P DIAGONAL HIP GIRDER 2 1 Job Reference o donor Bulldem Fi abouroe (Rant Cry. FL), Plant City, FL-33557, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 2010:04:18 2020 Page 1 'MIB Sale=1:222 Idg. d 2 45 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.08 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ven(CT) -0.07 6.7 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.36 Hoa(CT) -0.01 5 n/a rda BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight 43lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-4-4, 5=Mechanical Max Ham 2=376(LC 4) Max Uplift .4=-321(LC 4), 2=475(LC 4), 5=-358(LC 4) Max Gmv 4=280(LC 18), 2=412(LC 1), 5=364(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250(Ib) or less except when shown. TOP CHORD 2-3=-751/575 BOTCHORD 2-7=-836/696, 6-7=.836/696 WEBS 3-7=-1101271, 3-6=-755/908 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0oc purins. BOT CHORD Rigid ceiling directly applied or 6-2-7 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 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 cennection (by others) of truss to bearing plate capable of withstand Ing 1001b uplift atjoint(s) except (jt=lb) 4=321,2=475,5=358. 6) 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 This item has been 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 electronically signed and Uniform Loads (plf) sealed by DRegan, Philip, PE Vert: s( Trapezoidal Loads (plf) pl using a Digital Signature. Vera -0 2=0(F=27, 8=27}to=-134(F=40, B=40), 8=0(F=10, 8=70}to-5=49(F=-1B=-15) Printed copies of this5, document are not considered signed and sealed and the signature must be verified on any electronic copies. PliiUp1A0 ingaripE No.5B126, . NRok USAj In GkL Cart 6634i 6004 Pa ka aks Eae( Blvd;Tempa FL 03810 Oats[: April 20,2020 A wARmNG-Varltyd.Ngnparammena,MREAD NOTES ON TMS AND INCLUDEDNTEKREFERENCE PAGE INAW3m1 WAR34101SBEFORE USE aseas ��- DwlgnvalidfaruaeoNyw MTeMmnne m.Thisdwgn is based only upon paremetemshown, and Is for an Individualbuildngmmponent, net a truss.,stem. Before use, the building designer mug verily Me apprrabillty of design paameters and papedy Inmmoate Mb design Man to owra0 bulNingdesign. BmdngNdimtedisOpmventbur ingofindMdualWwwebanNoraodmembmsoNy.Addidoneltemparyandpermanentbradn, MOW en,a,m required for stability and to preventmllepse WM possible pemonal Injury and property damage. Forgsneralguldamonwakirq Me fabdratlon,ataage.daive9ry ereNon end brazing altruwes antl huw aya[ema,.ee ANSWPI1 Duality Cr/ferl, DS"9 and SCSI Building Component 8904 Packs Ewt Blvd. Selety/n)nmedon availaElefam Tmw PlalalnsUMe,218N.Lee Streak Suite312.Are da,VA4314. Tampa FL EmAB JOD Truss Truss Typa Dry Ply LOT 18/2 WATERSTONE 2322948 L03 HIP TRUSS 1 1 T20012496 Job Reference (optional) ... 1. n ..a".....x..�-.,.,., o uex muusmes, mc. soon/tprzu lu:u4:19 zuzu Scale=1:36.9 4x6 = 4x6 = 4 18 5 ij 4.6 = 3x4 = 4F0 — 3.4 = 4x6 = 9A)-0 2-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) pde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(L-) 0.46 11-14 >522 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.3811-14 >627 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Hoa(CT) -0.04 7 No n/a BCDL 10.0 Code FBC20171TPI2014 Matrix.MSH Weight: 95 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structuml wood sheathing directly applied or 2-2-0 oc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 2-2-0oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=03-0, 7=0-4-0 Max Horz 2=159(LC 10) Max Uplift 2=591(LC 7), 7=591(LC 6) Max Grev 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-1273/2336, 3-4=-980/1947, 4-5=-82611827, 5-6=980/1947, 6-7=-1273/2336 BOTCHORD 2-11=1962/1124, 9-11=-1390/826, 7-9=-1962/1124 WEBS 3-11=362/655, 4-11=582/285, 5-9=582/285, 6-9=-062/655 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Fxp C; Encl., GCpi=r0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left and right exposed;C-C for members and tomes 8 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 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (i1=16) 2=591, 7=591. This item has been electronically signed and sealed by ORegan, Philip, 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. 'PfiiVp J.0'Rigeh,P,E No:6812.8, Nrrek USA;1nC�FL Cert6634'. ;6904 Puke East Blvd. Tamp4FL i36 6 'Dati`. April 20,2020 AWARNINO-VeNydasfi el anossiamm,dREADNOTES ON ThISAND/NCLUDED MB'ENREFERENCEPAGEivify YJrev. foo,"014HEFORE USE Deslgn valid forms onywiP MRee® m,maRom. This design is based only upon pam,rotme Shown, and Is for an individual bruding wmpenant. sot a "as system. Before use, Pe burning designer must veay the appeeabli yal design parameters and propedy Incorporate this design Into the overall buildingdesign. B2dm9 dicatWistopreventb.dh,of Indmdualoumwebandlorchordmembercny. Additional tempomry and permanent bed "� MiTek' b always re9ulned for stability and In prevent colopse with posslle personal Injury and properly dames% Forgenemlguldarmg P eresardhe labticamn, sta2ge, Bulln2ag deliveeryry cdan end bracPg of busaea end Pna entema,sae ANSU7PH quality Criteria, DSB-89 and BMCampenanl Seley/nlrme0es avaiIs To from Tmas Plata Ina4Wla, 218 N. Lee Street Sees 312. Alexandra, VA 22314. 6904 Pala East Blvd. Tampa, R. W610 fussTruss Type oty Ply LOT 1112 WATERSTONE124 r2322948 T20097 LOd Hip Truss 1 1 Jab Reference optional) Builders FrslSource (Plant City, FL), Plant City, FL-33567, 8.240 s Max 92020 MiTek Industries, Inc. Mon Apr 2010;04:20 2020 Page 1 ID:JR51SNiTSiaXA0M8FKU9awzAhT-Vi9cePPairOBvKRCnGoKOSM056LudgEV W 5k9hRzOsE9 -1-0-0 3.2-12 7-0-0 10-0-0 13-0-0 16-94 20-0-0 21-0-0 1-0-0 3.2-12 1 3-9-0 i ( 3-0-0 1 3-94 1 3.2-12 Scale=1:36.9 5x8 = 6.8 = 46 4x6 = 3x8 — 3x4 — 4x6 = 3-2-12 ]-0-0 10-0-0 13-0-0 16-9-4 20-0-0 3-2-12 M2 3 0 3.0-0 3-9-0 3-2-12 Plate Offsets (X,Y)— f4:0-5-0,0-2-01, f5:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in ([cc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.2.2 9-17 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.21 9-17 >999 180 BCLL 0.0 Rep Stress Inor NO WB 0.17 Horz(CT) -0.09 7 Na Na BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight: 981b FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=04-0, 7=0-4-0 Max Hoe 2=-128(LC 9) Max Uplift 2=-1348(LC 5). 7=-1348(LC 4) Max Grev 2=1718(LC 18). 7=1718(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3328/2651, 3-4=-3244/2613, 4-5=-2880/2397, 5-6=-0243/2612, 6-7=-3329/2651 BOT CHORD 2-11=2365/3085, 9-11=-2231/2962, 7-9=2295/2991 WEBS 4.11=-91/456,5-9-109/456 Structural wood sheathing directly applied or 2-11-13 oc priding. Rigid ceiling directly applied or 3-9-0 oc bracing. NOTES - I) Unbalanced mof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 l bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 2=1348,7=1348. 7) Girder caries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709 lb down and 5151b up at 13-0-0, and 709 lb down and 515 Ill up at 7-" on top chard. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied t0 the face of the truss am 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 (plq Vert: 14=54, 4-5=-117(F=-63), 5-8=-54, 12-15=-43(F=-23) Concentrated Loads (lb) Vert: 4=-047(F) 5=-347(F) This item has been electronically signed and sealed by ORegan, Philip, 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. 'PhnlpJ, 0'6aganpE No.58128, 14 TekU5A;1ne. FLCeri 09M Pdfkie Epst 2tvd,T,empa FL 9Q810 "Odt6:• April 20,2020 ®WARNING -Verify deL9n parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MIP7473 rev. Indooll; BEFORE USE sesee Design valid foruse "MY wino MReI� mrmnctun. TNs design Is based only upon Paramabre exact, and lb, far an Individual Writing compared, net �e- a pass egoism. Before use, the building designer must vedfy pre epM0cMbmme btyof design paraetand property inmrpmaft,We deal, into Iba overa9 bulldingdasign. Bracing indicated is b prevent beWnog of Individual numb andlor tl,ord me,nbeeonly. Additlonai temporary and permanent bracing MiTek' Is always reguked for stability and to prevent collapse Wth possible posseal injury and property damage. Forgeneratguidarcoregancia the fabrication ,storage,carver, erection and bracing oftruseea and puss aptness. see ANSVIPII Quality Criteda,DSB-B9 and BCSIBu9ding Component Safatylefmma0pn avmlablefrom Truss Piatelnspmte,21BN.Lea Sp kSuire312,Alerandda,VA22314. 6904 Parke East Blvd. Tampa,FL U810 Symbols PLATE LOCATION AND ORIENTATION 3I4" Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- y,d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MiTek 20120 softwareor 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: ANSIITPII: National Design Specification for Metal Plate Connected Wood Truss Construction. OSB-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 1 1 dimensions shown scale) (Drawings not too sccale) 1 2 3 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS. STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSUTPI.1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes busses will be suitably protected from the environment in accord with ANSI?PI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria.