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Home My WebLink AboutTrussr f rl= DS ENGINEERING ASSOCIATES April 14, 2020 Building Department 249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32761 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 3 Blk 2 Subdivision: Fort Pierce - Waterston Address: 8309 Cristelle Ct. Model: 2265 2CF A LDG KA # 20-2609 Truss. Company: Builders First Source Date of drawings: 4/7/20 Job No.: 2309405 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn To whom it may concern, 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, Carl A. Brown, P.E. Luis FL. # 56126 FL. # �g tPAB(0r0�,� vJ . yl C ^N N Sic•. p 'f 4/14/2020 Tq TF 1dr-'TbQ (3.E. F d� M. Born, P.E. 364'� 61 ^ I D P •' �� % # 82126 "Doing Business with a Service Mind9df Wd'dn Eye for Detail" --III `1, � mills � Ali 09 rim IN CONNECTORS SCHEDULE ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 1 A-11 LUS24I MS24 11 8951WS 4901610 ✓<` 3 A HTU26/TH020 MO 13470 1555/2330 ++a 0 B HTU28I TH02a 4660/600 40 2330 m 0 C HTU2 2/THD26,2 3600/3366 2175/2340 ]' 0 D HTU282/THD2&2 4680/6006 3485/2696 rm 0 E HGUS26-2 I THD12&2 6320/6246 215512M Iu 0 F GUS28-2 I THOH2&2 7460/8026 3 M/3330 m 0 G HGUS263/THDH21i-0 U30162U 2155/2]40 ro 0 H HGUS2S3/THDH283 7460/7835 3235/4370 rw 0 J THASR-1.29/ 91M 13IN 4095/070 + u 28 3 X 8 NOP REVIEWED ❑ REVISEAND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) Corrections or comments made on equipment submittals or shop drawings during this review do not 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 cor:,ac' documents The contractor is responsible to confirming and corelating all quantities and dimen- sions selecting fabrication processes and techniques of cons ruction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. FLORID DESIGN SOLUTIONS, INC. Date _ -2-0 By Submittal Bo. Project No. Project Eng, Project Name: CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCIZI SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ALLINTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GINGER PLIES AND NAILING SCHEDULE 2) BEADING BLOCK REQUIREMENTS. ]) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING' tkchan"x Wi0 Not Be Accepted Oartliess o/ Feuh Without Prior Notification By Customer Within 46 Hours And Immsti0ation Ely Build re First Scurm. NO EXEGPTIONS. The General Contractor Is Re3P0naible For AR Connections Other Than Trues to Truss, Cable Shur Wall, And Connections. Temporary and Permanent BrasinS, And Calling And Roof Diaphragm Connections. ROOF PITCH: 012 CEILING PITCH: W12 TOP CHORO SIZE: 2 X4 BOTTOMCHORDSQE ZX4 OVERHANG LENGTH: 1G' END CUT: Plumb CANTILEVER: — TRUSS SPACING: W BUILDING CODE FEC2017 BEARING HEIGHT SCHEDULE BUILDER: Adams Homes PROJEci: Single Family MODEL: 2265 A / 2CAR ADDRESS: 8309 CRISTO I F CT LOT/BLOCK 0/2 SUBDIVISION: - WATERSTONE CITY: FORT PIERCE DRAWN BY: I KSANCHFZ JOB 0: 1 2309405 OATS GMIW020 SCALE: NTS PLAN DATE I 2020 REVISIONS: 1. 2 l rce 4408 Alryod Road Plant City, R. 33663 Ph. (813) 30&1300 Fax (813) 00&1301 RE: 2309405 LOT 3/2 WATERSTONE Site Information: Customer: Adams Homes Port St Lucie Proll'ect Name: 2309405 Lot/Block: LOT 3/2 tvlodel: 2265 A MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Address: 8309 CRISTELLE CT Subdivision: WATERSTONE / ST LUCIE COUNTY City: FORT PIERCE State: FLORIDA General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 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 42 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T19901764 A 4/7/2020 21 T19901784 D9 4/7/2020 2 T19901765 Al 4/7/2020 22 T19901785 D11 4/7/2020 3 T19901766 A3 4/7/2020 23 T19901786 D13 4/7/2020 4 T19901767 A5 4/7/2020 24 T19901787 D15 4/7/2020 5 T19901768 B7 4/7/2020 25 T19901788 D17 4/7/2020 6 T19901769 B9 4/7/2020 26 T19901789 D19 4/7/2020 7 T19901770 B11 4/7/2020 27 T19901790 D21 47/2020 8 T19901771 B13 4/7/2020 28 T19901791 E3 4/7/2020 9 T19901772 B15 4/7/2020 29 T19901792 E7 4/7/2020 10 T19901773 B17 4/7/2020 30 T19901793 E7V 4/7/2020 11 T19901774 B19 4/7/2020 31 T19901794 FG 4/7/2020 12 T19901775 B21 4/7/2020 32 T19901795 G 4/7/2020 13 T19901776 C1 4/7/2020 33 T19901796 G1 4/7/2020 14 T19901777 C1P 4/7/2020 34 T19901797 G7 4/7/2020 15 T19901778 C1V 4/7/2020 35 T19901798 G9 4/7/2020 16 T19901779 C3 4/7/2020 36 T19901799 M 4/7/2020 17 T19901780 C3V 4/7/2020 37 T19901800 M3 4/7/2020 18 T19901781 C5 4/7/2020 38 T19901801 PB 4/7/2020 19 T19901782 C5V 4/7/2020 39 T19901802 PB1 4/7/2020 20 T19901783 D7 4/7/2020 40 T19901803 R3 4/7/2020 This item has been electronically signed and sealed by Finn, Walter 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 drect supervision based on he parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. �� , F '•4?., Florida COA: 6634 ;fit �d Ndj 22839{ fJ, IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI?PI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design 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. April 07, 2020 1 oft Finn, Walter j: MITek USA, Inc. RE: 2309405 - LOT 3/2 WATERSTONE 6904 Parke East Blvd. Tampa, FL33610-4115 Site Information: Project Customer: Adams Homes Port St Lucie Lot/Block: LOT 3/2 Address: 8309 CRISTELLE CT City, County: FORT PIERCE No. Seal# Truss Name Date 41 T19901804 R7 4/7/2020 42 T19901805 VR7 4/7/2020 Project Name: 2309405 Subdivision: WATERSTONE / ST LUCIE COUNTY 2of2 State: FLORIDA Job Truss Trust; Type oty Ply LOT 112 WATERSTONE 2309405 A PIGGYBACK BASE TRUSS q 1 T19901764 Ruildnm crises, -e nol—f ra., vl 1 oi....r n,.. s, —.1 Jab Reference (optional) ca s nn 3x6 = 6x8 = 3x4 = 5x6 = e.zau 5 Mar a 20zU MI 1 ek Industnes, Inc. Mon Apr 6 11,41:38 2020 ID:6gDIOH2OVegl NklsxoNemzyuULB-G1H9Kix4VXBmx4rxjznes7Bh_K7Z9rWGsUtMi 5x6 = 8-9.8 8-117J-8 268-0 34-3-0 42 7A 898 0-1'-e Rd.A I I I Scale=1:79.9 Plate Offsets (X Y) f2 O-6 0 0 0 61 f4 0 3 0 0 3-01 (6 0-0-0 0-2-01 P 0.3-0 0-2-01 18 0-3-0 0-3-01 LOADING (psf) SPACING. 2-0-0 CS1. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 7C 0.66 Vert(LL) 0.37 18-21 >281 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.2818-21 o,378 180 BCLL 0.0' Rep Stress lncr YES WS 0.62 HDR(CT) 0.07 10 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 2371b FT=20h LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=-460(LC 10). 18=-829(LC 10), 10=-082(LC 10) Max Grav 2=394(LC 19), 18=1738(LC 15). 10=1427(LC 16) BRACING. TOP CHORD Structural wood sheathing directly applied or 3-6-12 cc puffins. BOT CHORD Rigid ceiling directly applied or4.4-4 cc bracing. WEBS 1Row at midpt 5-17, 6-16, 8-14 FORCES. (Ib)-Max.Comp./Max. Ten. -All tomes 250(lb) or less except when shown. TOP CHORD 2-0=-360/488, 3-0=-278/422, 4-5=-233/472, 5-6=-1469/1222, 67=-1377/1172, 7-8=-1574/1202, 8-9=-2330/1438, 9-10=-2565/1539 BOT CHORD 2-18=378/229, 17-18=-1592/664, 4-17=-313/240, 16-17=-642/1332, 14-16=-080/1269, 12-14=907/1751, 10-12=-1176/2232 WEBS 3-18=-276/385, 5-17=-1773/742, 5-16=0/258, 6-14=-78/396, 7-14=-203/428, 8-14=-723/537, 8-12=-89/487, 9-12=-345/295 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�5.8psf; h=15ft; B=45ft; L=40ft; eave=51t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Exterior(2) 154-2 to 31.E-8, Interior(1) 31-6-8 to 40-0-0, Extedor(2) 40-0-0 to 44-0-0 zone; porch left exposed;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 for a 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 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ltt=1b) 2=460,18=829,10=682. This item has been electronically signed and sealed by Finn, Walter, 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. Wafter P. Finn PE Na22694, UlTekUSkl c'FL Cer!6634 '.69" Parka East Blvd. TampiFL 39610 Date: April 6,2020 ®WARNING- Verity desigaperamerera end READ NOTES ON RgSAND INCLUDED MrTEx REPERENCEPAGE4gFT47arew. mexag20fs BacoRE USE Design valM for use onlywith MReM mnnetlors. This dcalgn is based onlyupon parametersshown, and is far an individual building mmlxuwnt, rot ��• trusesystem. Berme use, ihebuilding designer must verify the applicability ofdesign parameters and propedylacosunds Mis design into thowem6 buildingdengn. Bantu, indicated is to prevent bundingofindmdualeussweb anworchord ■■��YY` manners only Additional temporaryand penummntbrocng IsaWays assured for stability and to prevent salutes with possible Personal injuryand properly damage. Forge ral guidance regarding the MiTek' fabrication, atprage, delivery, erection and bracing of trusses and buss systems, see ANSWRI Duality Criteria, DSB49 andg=Building Component Sefetyinfwmagon available fmm TMss Plate Institute. 218 N. Lee street, Suite 312. Maxandda. VA 4314, 6904 Parke East Blvd. East 6904TivaP FL A Job Truss Truss Type Oty Ply LOT312WATERSTONE 2309405 Al PIGGYBACK BASE TRUSS 1 1 T19901765 Night- Ptr�tsn,,.,.e loi-I ae, a. Job Reference (optional) s. J Scale =1:79.9 Sx6 = 5x6 = 6.00 12 5 6 4x6 % Sx6 O 25 7 4 6.12 W20HS 4 2x4 i 3 8 1.5x8 STP = 26 1.5.8 STP=24 910 1¢ 6 0 1 2 5x6 = 27 28 15 29 14 30 13 31 12 11 3x4 = 3xa = 3x8 3x6 = 3x4 = ry 3x6 = iT 3p_ 8-0-12 16-10-6 25414) 4 34-3-0 42 7-8 Plate Offsets (X Y)- 13 0-6-0Edge1 15 0-3-0 0-2-01 f6:Oil-00-2-01 p:0-3-0 0-3-0j h 7 Edge OJ-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.34 17-20 >276 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.2617-20 >363 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Hom(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 230 lb FT=20% LeamehR- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2'Except* 3-17: 2x4 SP No.3 WEBS 2x4 SP Ne.3 REACTIONS. (size) 2=0-8-0, 17=0-3-8, 9=0-7-8 Max Holz 2=421(LC 8) Max Uplift 2=-386(LC 10), 17=866(LC 10), 9=685(LC 10) Max Grdv 2=330(LC 19), 17=1775(LC 15), 9=1448(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc puffins. BOTCHORD Rigid ceiling directly applied or 4-M cc bracing. WEBS 1 Row at midpt 4-16.7-13 FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1g) or less except when shown. TOP CHORD 2-3=-337/453, 3-4=278/346, 4-5=-1580/1229, 5-6=-1425/1181, 6-7=-1628/1211. 7-8=-2375/1448, 8-9=-261011549 BOT CHORD 16-17=47791948, 3-16=478/434, 15-16=-664H475, 13-15=-495/1344, 11-13=-916/1795. 9-11=118512273 WEBS 4-16=1921/899, 4-15=-30/256, 5-15=-133/323, 5-13=78/370, 6-13=-213/461, 7-13=-718/538, 7-11=-89/478, 8-11=-346/295 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=5.8psf; h=15ft; B=45ft; L=40@; eave=58; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-0 to 2-8-0, Interici 2-8-0 to 15-4-2, Exterior(2)154-2 to 31-6-8, Interior(i) 31-6-8 to 4M-O, Extedor(2) 40-0-0 to 44-0-0 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactors shown; 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 nenconcurrent with any other live loads. 6) -This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will rd between the bottom chord and any other members, with BCDL = 1O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (11=Ib) 2=386, 17=866, 9=685. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. flan PE No.22a.19, MTek USA; Inc FL Ced MU 8904 Parke East Blvd. Tampa FL 33616 Dale: April 6,2020 AWARNING - VerlryuhaegnpanmereraarMREAD NOTES ON TNla ANO INCLUDED MREN REFERENCEPADE411F7473mv. 100Y1pr5 BEFORE USE • I Design valid for usemlywith MiTsWconnectors. This design is based only upon parameters shown.and is for an lmWidual building component ,not a Wassystem.Before use, the building designer must verythe appeoeblllryofdesign parsmeterandpmpedy InwWrategr design hdotheoverall builEingdealgn. Bradng Indicated la to prevent buckling ofirdh6dual most web anion Mow members only. Additional temporary andpmaranentbrocia,Is aWaya MiTek' regained for stability and to prevent collapse Wan possible personal Injury and pmpedy damage. ForgenameuldamerWardirg Ne fabrlwtlen, storage, delivery, erection and bracing of trusaoa end buas systems, sea ANSUTPIf qualify entente, DSX09 and SCSI evening component Serotylnformav e0on affablefrom Truss Plate Institute.218 N. Lee Strong. Suite 312, Alexandria, VA 22314. fi904 Parke este east BNd. Tampa,du Job Truss Truss Type Oty Ply LOT 312 WATERSTONE 2309405 A3 PIGGYBACK BASE TRUSS 1 1 T19901766 J bReference (optional) 6.00 12 46 i 4 6x12 Mr23 3 ID:6gDIOH2OVegl NkisxoNemzyuULByczlz _i 25A-0 31E-12 ' 4$0 5-9-12 5 Sx6 = Sx6 = 5 6 Sea 17� 7 1.Sx8STP =G9 6 �7 1 2 46 = 15 27 14 9� 3x4 = 4x6 = 17 3i6 = 4x6 II 28 13 29 12 30 11 3x8 = 4x6 = 314 = c. man npr o 11:91:91 Neu Page 1 aVO5KLUIp9EX9bMANiYS61JezTs6u 42-7-8 -0-0 52-15 V1-05 Scale = 1:79.9 2x4 i 8 1.Sx8 STP = 26 6-10E 7-2.4 155-9 1 25 -O 34J-0 42 ] 8 y\ 910 t� 3x6 ==\V I� Plate Offsets (X Y)- (5.0J-0 0 2-01 (6 03-0 0 2-01 n 0-3-0 0-3-01 (17 Ed a 0-3-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.85 Vert(LL) 0.21 17-20 >401 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 VerhCT) -0.5813-15 1734 180 MT20HS 1871143 SCLL 0.0 Rep Stress Infer YES WB 0.74 Hom(CT) 0.09 9 WE rda BCDL 10.0 Code FBC2017/rP12014 Matnx-MSH Weight: 230 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SP No.2*Except' 3-17: 2x4 SP No.3, 14-16,12-14: 20 SP NOA WEBS 2x4 SP Ne.3 REACTIONS. (size) 2=0-8-0, 17=0-3-8, 9=0.7-8 Max Ham 2=421(LC 8) Max Uplift 2=-051(LC 10). 17=-854(LC 10), 9=-699(LC 10) Max Grew 2=307(LC 19). 17=1731(LC 15), 9=1479(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or4-2-11 oc bracing. WEBS 1Row at midpt 4-16.5-13.7-13 FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-355/434, 3-4=.301/295, 4.5=-1764/1340, 5-6=-1492/1215, 6-7=.1703/1249, 7-8=-2438/1489,8-9=-2674/1589 BOT CHORD 16-17=1733/951, 3-16=-463/404, 15-16=-768/1698, 13-15=-546/1435, 11-13=-952/1857, 9-11=-1221/2330 WEBS 4-16=-2045/1002,4-15=-105/315, 5-15=-211/431, 5-13=-77/384,6-13=-237/512, 7-13=-711/541, 7-11=-92/466,8-11=-347/293 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bps/; h=15ft; B=45ft; L=40ft; ease=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Intenor(1) 2-B-0 to 15-4-2, Exterior(2) 15-0-2 to 31-6-9, Interior(1) 31-0-9 to 40-M, Extenor(2) 4041-0 to 44-0-0zone; porch left exposed;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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of tress to hearing plate capable of withstanding 100111 uplift at joint(s) except Ot=lb) 2=351, 17=11K 9=699. This item has been electronically signed and sealed by Finn, Walter, 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. Wafter P. RanPE Nb]2339: A1Tek UST4tna FBCed6634 '6904 Parke East Bivd.TamPa FL 33610 Data: April 6,2020 AWARNING- Vadflosalgnpard Iw. and REIDNOTES ON THIS ANDINCLUDEDMITEKRFFERENCE PAGE MO-7473rev. 10413th0f5EEFORE USE ' Design valid for use ady WM Mi'tWoonnectors. Thia dcalgn is based only upon parameters shown, and Is for an Individual building component cot a truss system. Before use, fie building designer must story Me epptifabiNty of dealgn parameters and properly Incorporate this design Into the ovem6 bullfingdesign. Bradrg indicated is to prevent buckling of Individual truss webandforchood members only. Additional temporary and permanent Lradrgint MiTek- elwaysre9uiredfstability and to prevent collapse With possible personal injury and property damage Forgeneral guidance ragardirg Me /abd4ation, sNrage,delivery. erection and bracing of bosses and buss slaters, a. ANSWPII Dually entente, DSB.9S and Best Boosting Component 6904 Parke East Bivd. Safety Infirmetlon available from Tmac Plate lmtiWte, 218 N. Lee Street Suite 312, Ai undna, VA 22314. Tampa. FL East B Job Truss Truss Type Oly Ply LOT312WATERSTONE 2309405 AS PIGGYBACK BASE TRUSS 1 1 T19901767 Job Reference (optional) 1.1—ai— o—V Mi I en inpusDICS, Inc. Mon Am b 1 1:41:42 2020 Style=1:82.6 6.00 12 1sx8 STP 0 2 3 18 3x6 = 3x6 II 15 3x6 = 9Il118 5x6 = 12 29 30 11 4x6 = 3ol = 3x6 = 5-11-8 13 1 .L -7-12fp 21-0-0 25d-0 I 343-0 I 427-8 5-i Ln a-$H Ti Plate Offsets (X Y) 13.0-3-0 0-3-01 14 0-0-00-3-01 15 0-0-00-2-81 16 0-3-0 0-2-01 17:0-0-0 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 VerdLL) -0.21 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Hom(CT) 0.09 9 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MSH Weight: 238 lb FT=20% LUMHtl K- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 3-18: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-0-8, 9=0-7-8 Max Horz 2=-421(LC 8) Max Uplift 2=.314(LC 10), 18=-839(LC 10), 9=-715(LC 10) Max Grev 2=270(LC 19), 18=169115), 9=1475(LC 16) BRACING. TOP CHORD Structure[ wood sheathing directly applied or 3-5-15 cc pumns. BOT CHORD Rigid ceiling directly applied or4-3.5 cc bracing. WEBS i Row at midpt 4-14, 5-13, 7-13 FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1a) or less except when shown. TOP CHORD 2-3=-371/453, 3-0=-1984/1303, 4-5=-1651/1256, 5-6=1466/1259, 6-7=-1679/1298, 7-8=-2441/1530, 8-9=-2675/1631 BOT CHORD 17-18=-17021952, 3-17=-1641/988, 14-16--880/1848, 13-14=-58711487, 11-13=-992/1866, 9-11=-1258/2329 WEBS 3-16=-804/1654,4-14=-440/355,5-14=-138/386,5-13=-158/271, 6-13=-257/507, 7-13=-732/536, 7-11=-85/498, 8-11=-342/294 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 2-8-0, Inlenor(1) 2-8-0 to 15-4-2, Extedor(2) 15.4-2 to 31-6-9, IMerior(1) 31-6-9 to 40-0-0, Extertar(2) 40-0-0 to 44-" zone; porch left exposed;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 pending. 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 alive 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 chard and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except Qt=lb) 2=314, 18=839, 9=715. This item has been electronically signed and sealed by Finn, Walter, 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. Wafter P:Nn iFENol2329 61Tik USA, Inc FL C.1110634 :6904.False East Blvd: Tampa FL 33610. Date:. April 6,2020 AWARNING- le dlyde dgn Pzssion ra amI READ NOTES ON TNISAND INCLUDED MITEKREFERENCEPAGEMII-7473rer. asseas• 11103005 BEFORE USE Design valid far use onlyvnM Mifelda mnnectors. This design is based only upon parameters shown, and Is for an individual building mmponentnot a Pula system. Before use, Me building designer mustg or u Me appliaurs we f arbor parameters and properly Imonal temporary indicated is pi prevent buckling of ossiidue waburyan ahoNmembers only. em ora design Pero a eaverall permanantbracing building tleaign. Bfar in,stability femme MiTek' personal rgamenal aalways on. ablretlforstWbJilyandropfndbasesofubses and personal injury pmpedy damage. Pority Calguidance regarldBMe rs,ad bracing of Pusses and ANSVA CNfeAa, 0.9Bd9 and Bt5l Building LamPpnear fabrication. delive,y,erere Strealema,sae Truss Lee M14agy Safetylnlarmagon available fmm Tmu Plate InaM1Nte, 218 N. lee Street Suite 312, Alexantlna, VA 22]td. 69W Park. East Blvd. Tampa, FL M610 Truss Truss Type pty Ply LOT 312 WATERSTONE L'1039415 T19901 ]68 B7 HIP TRUSS i G Job Reference (optional) ._... _.___.__ ,. ._... _..... _.. .._... _..,.. _ o.a+o a mc, a corn no, es ivaupnive, n¢. man Apr to 11:41:cb zuzo rage 1 ID:6gDIOH2OVegl N,,sxoNemzyuULMUNz6s9Nf3SD5rDOni5sbwwmkaE8t4wSV?HEJLGZTS6f 1-0-0 yad i-60 1}SE 1&10.12 26-42 32-&8 2 3}1- 1 H 3 11 62-37 -i 362-<6-8-0 60.0 -0-0 19-0 32.12 BS6 6.56 6S6 65b 35-0 2-10.15 0. 13$9 -bn , FBI I1.5 ;12 Scale=1:84.8 Sx6 = 6.00 12 3x8 cz 5x6 = 3x6 = 5x8 = 5x8 = 4 28 29 5 30 31 W 33 34 6 35 36 37 387 39 40 41 42 843 44 45 9 2x4 10 m 1.5x8 STP = r o Q n o b1 1112 to 14 4x6 = 5xl2 = 21 46 47 20 79 49 49 50 51 18 5217 53 54 5516 56 57 58 15 46 = 3xB = 3x8 W20HS = 3x8 =3x8 = 46 = 3x6 11 3.50112 4x6 2x4 II c 1 7-o-0 Kit1 lase 1 1slo-lz 1 ze-0-z -t��-1 - - 1 Plate Offsets KY)- 14.0-3-00-2-01 f6'0-3-00-3-01 f8'OJ-40-3-01 19*0-6-00-2-81 fii'0-1-0Etl el LOADING (pso SPACING- 2-" CSI. DEFL. in (IGc) 9de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.29 18-19 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.4518-19 >905 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horti CT) 0.10 15 n/a ma BCDL 10.0 Code FBC2017rrP12014 Matrx-MSH Weight: 470 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc pudins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. B-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 15=0-3-0, 11=0-8.0 Max Horz 2=-172(LC 6) Max Uplift 2=-1008(LC 8), 15=-1461(LC 8), ll=-407(LC 8) Max Gray 2=2308(LC 1), 15=3688(LC 1). 11=815(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1h) or less except when shown. TOP CHORD 2-3=-4561/1847, 3-4=-4416/1779, 4-5=-3995/1659, 55=5496/2354, 6-7=-5496/2354, 7-8=-3776/1679, 8-9=-152/457, 9-10=-2154/694, 10-11=-2334/882 BOT CHORD 2-21=1522/4030, 19-21=-2113/5562, 18-19=-2113/5562, 16-18=-1435/3776, 14-15=3463/1417, 8-14=-2636/1275, 13-14=-468/2273, 11-13=-684/2225 WEBS 3-21=276/140,4-21=-425/1478,5-21=-1799/801, 5-19=01470. 61 7-18=-771/1965, 7-16=-1616/921, 8-16=-1720/4416, 9-13=-103/1133,10-13=-488/219, 9-14=-28011776 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 raw at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 raw at 0-8-0 oc. Webs connected as follows: 2x4 -1 raw at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically Signed and 3) Unbalanced mof live loads have been considered for this design. Sealed by Finn, Walter, PE 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15R; B=45ft; L=40ft; eave=6ft; Cat. C; Encl., GCpi=0.18; MWFRS using a �191ta1 Signature. Exp (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water policing. Printed copies Of this 6) All plates are MT20 plates unless otherwise indicated. document are not considered 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. Signed and sealed and the 8) ' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas wherea rectangle 35-0 tall by 2-0-0 wide signature must be verified will fit between the bottom chard and any other members. 9) Bearing atjoint(s)11 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify on any electronic copies. Capacity of bearing surface. Walter P.Nnr PENti32339. 10) Provide mechanical connection (by others) oftruss to bearing plate capable ofwfthstanding 100 lb uplift atjoint(s)except (jt=1b) JiRTek USA;Inp FL6d1g34 2=1008, 15=1461.11=407. 6904 Parke Eat Blvd. Tampa FL 33610 Data: __. April R9n7n ®WARNING-Ve7rfyde5lgn Parame--a READNOTESONTMSAND INCLUDED MgEN REFERENCEPAGEMV.74T3ree fW=015 BEFORE USE. Desgn valid for use only win MITew) mnnecton. This design Is based only upon parameters shown, and Is for an individual building companenl, net ��- truce system. Before use, the building designer must verify Me applicability of design parameters and properly incowaste Nis design into Me overall buifungdssign.Bradin,odicatedistoprsventbucidur of individual Wes web andror chord members only. Additional temporary and petmanotbrradrq ■ MiTek- Isalwaysas,fired for stability and to prevent collapse v46, possible pemonal injury and propart,damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of Wsass and basis systems, see ANSVIell quality Criteria, DSBi and BCSI Building Component 6904 Parke East Blvd. SafefylnfwmaGon available lam Truss Plate lnstiMe, 218 N. Lee Street, S Iite312, Alexandra, VA U314. Tampa, FL 36610 Job --] ss Truss Type Qry I I LOT 3/2 WATERSTONE 2309405 rB7 HIP TRUSS 1 T19901768 Builders Firsts PI 1 C t FL PI C' FL Job Reference o tional ourceI an ty, ), an Ity,-33567, 8.240 s Mar 92020 MiTek Industries. Inc. Mon Apr 611:41:562020 Paget NOTES- ID:6gDIOH2OVegl NklsxoNemzyuULB-kUNz6s9Nf3SD5rDOnl5sbwwmkaE8NwSOHEJLGzTS6f 11) Hangers) or other Connection device(s) shall be provided sufficient to support concentrated IDad(s)125It, down and 1021b up at 7-0-0, 871b down and 108 It, up at 9-0-12, 871b down and 1 O81b up at 11-0-12, 871b down and IO81b up at 13-0-12, 871b down and 108 Ib up at 15-0-12, 871b down and 10B Ib up at 17-0-12, 871b down and 1081b up at 19-0-12, 871b down and 108 Ib up at 21-0-12, 871b down and 1081b up at 23-0-12, 871b down and 1081b up at 23-74, 871b down and 108lb up at 25-7-4, 871b down and 1081b up at 27-7-4, 871b down and 108 Ib up at 29-7-4, 871b down and 108lb up al 31-7-4, 115111 down and 118111 up at 35-7-4, and 115 Ib down and 11811 up at 37-7-4, and 179 Ib down and 198 Ib up at 39-8-0 on top chard, and 3641b down and 85lb up at 7-0-0, 65Ib down at 9-0-12, 651b dawn at 11-0-12, 65111 dawn at 13-0-12, 65 lb down at 15-0-12, 65111 dawn at 17-0-12, 65 Ib down at 19-0-12, 65 lb down at 21-0-12, 65 Ib dawn at 23-0-12, 65 It, dawn at 23-7-4, 651b down at 25-7-4, 65 Ib down at 27-7-4, 65 Ib down at 29-74, 65 Ib down at 31-7-4, 121 Ib dawn and l l3lb up at 33-7-8, 83 Ib dawn at 35-7-4, and 831b dawn al 37-74, and 4241b down and 72 1b up at 39-7-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 14=54, 4-9=54, 9-12=-54, 15-22-20, 13-14=20, 13-25= 20 Concentrated Loads (lb) Vert: 4=125(F)15=-121(F) 21=-064(F) 9=179(F) 28=-87(F) 29=-87(F) 30=87(F) 31=87(F) 32=-87(F) 34=-87(F) 35=-87(F) 36=87(F) 37=-87(F) 38=-87(F) 39=-87(F)41=.87(F)42=-87(F)44=-115(F)45=-115(F)46=-40(F)47=-40(F)48=40(F)49=-40(F)50=-40(F)51=-40(F)52=-40(F)53=40(F)54=-00(F)55=-40(F) 56=-40(F)57=-40(F)58=-40(F)59=-61(F)60=-61(F)61=-424(F) ®WARNING- VenfytleslgnpanmehrsandREAD NOTES ON THIS AND INCLUDED MITERREFERENCE PAGE WI-7473-, • 10`012015BEFORE USE Dssgn valid ar use onlywith Ward, tnnnectnm. This design is based only upon Paremeters shown, and is bran Individual building contrarian. not a buss system. Before uae, the building designer round-nry Me applicabili"f design pars rameteand properly morawride Mis design into the ore0 va buildingdecogn.Brad, indicated is W prevent buckling of hidividuat buss web anwor chord members only. Additional tompomry and permanentbradtq 9 forstebility MiTek' alweq ap ruired and a prevent collapse wth possible pemat aninjury and papery damage. ForgencoriguidanceregardirMMe fribina on,manage, delivery, erection and bracing ofbusses and trues Systems, see ANSIVITRI Quality CrieA; MB49 and BCS1 Building Coaponenf Safeylnl a6'on available Rom Tams Plate lnmtilute,218 N. Lee Street Suite 312, Aleundna, VA 22314. lvtl. East B 6906 Padre EastB Tampa, FL A Job Truss Truss Type pry Ply LOT3/2 WATERSTONE T19901769 2309405 B9 HIP TRUSS 1 1 Job Reference (options]) n ■ Sx6 = 6.an 12 4 2.4 J 1.5x8 STP = 3 2627 c1 2 4x6 = 19 18 3x8 = 3x8 = 5x8 = 5 30 17 2x4 II Sea = 6 16 15 3x8 MT20HS = 3x6 ..--a. - a<vw ea. cn ,, ln.. ems.n" a II.YIA/LVLU 3x4 II 733 14 6x8 = Scale=1:84.8 2x4 = 9 1.5x8 STP = ,n M35 (9 1011 1{ 3.50 12 4x6 9-0.0i 17J-1 25E-2 33-9-4 39-1-11 46-8-0 i1 Plate Offsets IX Y)- (4.0-0-0 0-2-01 15'0-4-00-Ml f6'0-3-00�3-4i (8'0-3-0 0-2-01 f10'0-1-0 Etl eI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in goc) littler Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.22 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.3419-22 >999 180 MT20H5 1871143 BCLL 0.0 Rep Stress lncr YES WB 0.90 Holz(CT) 0.11 14 ma We BCDL 10.0 Code FBC2017rTP12014 Matrix-MSH Weight: 2351b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0i 10=0-8-0, 14=0-3-0 Max Horz 2=213(LC 9) Max Uplift 2=-672(LC 10), 10=-340(LC 10), 14=-753(LC 10) Maz Gras, 2=1298(LC 19). 10=552(LC 16), 14=1804(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 1 Row at midpt 5-19, 5-15, 6-14 FORCES. (lb)-Max.Comp./Maz. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 23=.2316/1657, 3-4=-206511450, 4-5=-1820/1388, 5-6=-1652/1281, 6-7=-60/308, 8-9=-782/565, 9-10=-1287/1061 BOT CHORD 2-19=-1289/2079, 17-19=.1273/2311, 15-17=-1273/2311, 14-15=-847/1634, 13-14=7561550, 7-13=-371/387, 12-13=57/325, 10-12=-792/1151 WEBS 3-19=347/380,4-19=-250/602, 5-19=-659/360, 5-17=01311, 5-15=-760/481, 6-15=135/612, 6-14=-1977/1116,8-13=-617/342, 8-12=-200/533, 9-12=498/599 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=5.8psf; h=15ft; B=45ft; L=40fti eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 3-4.2, Exterjor(2) 34-2 to 14-7-14, Interior(1) 14-7-14 to 32-0-2, Extedor(2) 32-0-2 to 43-3-14, Interior(1) 43-3-14te 44-0-0, Extedor(2) 44-0-0to 48-0-0 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at jojnt(s) 10 considers parallel to grain value using ANSI?PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at -lb) 2=672,10=340,14=753. This item has been electronically signed and sealed by Finn, Walter, 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. Wahkt P: Fnn PE Nc32939 0Tek USA; Inc. FLlbut 6934 '69U Parke East Blvd. Tampa FL 33910 Data. April 6,2020 ®WARNING-VarlydeslgerWmmatersandREAD NOTES ON TNISAND INCLUDED MREN REFERENCEPAGE40F7473m, 11ed"Ot6BEFOR£ USE. essis Di valid for use onlyweh MReisemecbra. This design is based only upon parameters shown, and is be an individual building cemponant not ��' a Ours system. Before use, the building designer must verify Me app9cablinyef design Penetrative and pmpedy Inmrporstelhis design into the ovemll buildingdesign. Emdng dicatedistopreventbuWingofindivldualWnw bandlcrc oNmemberaanly. Addi6onaltemporeryand permanaotbracing MiTek' is always assured!forstalitiyand to praveveollapai stands personal injury and properly damage. Forgeneralguidanceregardingfhe fabncion,storage,delivery, erection and bracingorbussesand tra-systems,see ANSI9PIl Dually CNtarle, DSB49 and SCSI Building Component Sayetylexametlon availablefrom Team Plate Institute,218 N. Lea Stress, Suite 312. Alexandra, VA U314. East t 6904 Parka Blvd Tampa,FL Jab Truss Type cry Ply LOT 112 WATERSTONE Pliss T19901770 2309405 Hip Truss 7 1 Job Ref(pr 0 ...,,....... r ,., Y. 1, _1.....,x,.. „ 6.00 12 Us i 3 1.5x8 STP = 27 26 2 4x6 = 19 2x4 II e.cw s mar a ram mu ex mausm¢s, Inc. Mon Apr 5 11:41:4a 2020 5x8 = 2x4 II 5x8 = 3x4 II 5x6 = 4 28 29 5 6 30 31 32 7 8 18 .1 16 3x6 = 3x8 = 3x8 = m 74 P 2x4 II 3x8 = 6.8 = Scale=1:84.6 2x4 9 o 1.Sx88TP 4 0 1n 0 3.50 12 5-9-0 11-0-0 18d-3 25E-5 33-9-0 5-0-0 39-1-11 46.8-0 I .,., .1 ._1 _ 4x6 Plate Offsets (X Y)— I4:0-6-0 0-2-81 t6:0-2-12 0-3-41 t8'03-00-2-71 I10:0-1-0Edgel LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.17 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.2913-14 >999 180 BCLL 0.0 ' Rep Stress ]net YES WB 0.87 Horz(CT) 0.09 13 n/a Na BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight: 245111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc paring. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or4-7-10 oc bracing. 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=03-0, 13=0-3-0 Max Harz 2=245(LC 9) Max Uplift 10=-232(LC 10), 2=-671(LC 10), 13=-765(LC 10) Max Grav 10=483(LC 16), 2=1346(LC 15), 13=1813(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten- -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2401/1569, 3-4=-1947/1375, 4-5=-1866/1447, 5-6=-1866/1447, 6-7=-74/296, 8-9=-868r/13, 9-10=-1258/1045 BOT CHORD 2-19=1274/2254, 18-19=-1274/2254, 16-18=-908/1799, 14-16=-695/1423, 13-14=-698/1415, 12-13=-766/589,7-12=3761374, 10-11=-861/1125 WEBS 3-18=-530/421, 4-18=-131/447, 4-16=-160/3B7, 5-16=424/435, 6-16=-422/663, 6-14=0/345,6-13=-1806/995,8-12=-429/269, 9-11=4491549, 8-11=-526/844 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=5,Bpsf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=D.18; M WFRS (directional) and C-C Extedor(2) -14-0 to 2-8-0, Intedor(1) 2-8-0 to 5-4-2, Exterior(2) 5-4-2 to 16-7-14, Inlerior(1)16-7-14 to 29-11-11, Extedor(2) 29-11-11 to 41-0-13, 1nterior(1) 41-0-13 to 42-8-0, Eldedor(2) 42-8-0 to 46-M zone;C-C for members and fames & 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 fora 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 chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI i angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 10=232,2=671,13=76& This item has been electronically signed and sealed by Finn, Walter, 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. Walter P:nnDPENo723ri JhTek USA; Inp-fL Cirt6676 69U Padua East Blvd. Tampa FL33610 Date_: April 6,2020 ®WARNING- Verily deslgnpamormle—ed READ NOTES ON MIS AND INCLUDED MITEN REFERENCE PAGE MII.7473 rev, led"oels BEFORE USE • Design valid far use or"th MTek® connector. Thu design is based only upon panametma shown, and s far an individual building wmponeal. act a bus. aysma. Before use, fie building designer must verify the apprirability a design Parameter and properly mnammate this design Into the overall building design. Bracing Indicated is to prevent budhq of individual Was web anclor dmrd members only. Adddonl temporary and permanent belong WOW clamp required for stability and W ruwartcollopse With passible personal injury and property damage. For general guidance re,mong the fabrlcadon. average. delivery, erecaan and bracing oftrussss and buss systems, see ANSUTP/10uality Organic,DSB-B9 and B09 Building Component Sefelylnformagon .va[ble ham Tmas Plate lnsUWte, 21B N. L.. Street, SuiW 312. Alexandria, VA 22314. Fast B. les Blvd 6904 penceBestU61 Tampa, Job Truss Truss Type Oty Ply LOT 312 WATERSTONE 2309405 B13 Hip 1 1 T19901771 Job Reference (optional) P i rrrao zuzu Scale=1:86.2 6.00 12 5x8 = 5x6 = 5x8 = 4 27 28 29 5 6 30 31 32 751 10 10 -- -- 14 '- 13 12 4.6 = 2x4 II 3i — 3x6 = 3x8 — 3x8 = 3x6 = 3.6 11 4x6 3.50 112 6-93 13-0f1 19-11-4 26-8-12 33-7-12 33- -9 39-1-11 46-8-0 6.94 im-0 6-11d iS riate Onsets (x v)- t3:0-3-0 0-3-0I f410-6-00-2-81 15:0-3-00-3-01 [TO-3-15 0-2-731 19 0-1-O Etloel f11 0 2-4 0 2-01 LOADING (pso SPACING- 2-0-0 CSI. OEFL. in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.66 Ved(LL) 0.14 10-21 c,999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Veri(CT) -0.1710-21 c,928 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 12 nla n/a BCDL 10.0 Code FBC20171rP12014 Matrix-MSH Weight: 258 lb FT=20% Luinnen- TOP CHORD 2x4 SP Ne.2 BOT CHORD 2x4 SP No.2'Excepr 7-12; 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=0-3-8 Max Horz 2=286(LC 9) Max Uplift 9=163(LC 10), 2=4645(LC 10), 12=-859(LC 10) Max Grin, 9=348(LC 16), 2=1311(LC 15)1994(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purling. "BOT CHORD Rigid ceiling directly applied or 3-9-14 oc bracing. WEBS 1 Row at midpt 4-14, 6-11 FORCES. (Ib)-Max. Comp./Max.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-2276/1433, 3-4=-1708/1210, 4-5=1418/1158, 5-6=-1418/1158, 6-7=-711529, 7-8=-197/646, 8-9=-452/294 BOT CHORD 2-18=1136/2161, 16-18=-113712158, 14-16=-714/1591, 13-14=-326/894, 11-12=-1932/1302, 7-11=-542/438, 10-11=-130/307, 9-10=-139/364 WEBS 3-18=01271, 3-16=-661/488, 4-16=158/518, 5-14=-395/399, 6-14=-500/837, 11-13=-348/927,6-11=-158011040,8-11=-9161705,8-10=-2/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 7-4-2, Exterior(2)7-4-2 to 18-7-14, InterioQi) 18-7-14 to 28-0-2, Exterior(2) 28-0-2 to 39-3-14, Intedor(i) 39-3-14 to 42-8-0, Extenor(2) 42-M to 46-M zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 put bottom chard live load nunconcument 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, with BCOL = IO.Opsf. 6) Bearing at joints) 9 considers parallel to grain value using ANSI/rPJ 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) except at -lb) 9=163,2=645,12=859. This item has been electronically signed and sealed by Finn, Walter, 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. Waftai P. Firm PE No.nSW Ni U%k Inc. FL Cert 6634 JIM Parke East Blvd. Tampa FL 3361b Cate. April 6,2020 ®WARNING- VeriydeargeparamstersandREAD NOTES ON THIS AND INCLUDED WSKREFERENCE PAGE MI4TgJ assess mv. 10ASOOr 5 BEFORE USE DeagnvNtemruuse only MMebu rai�rsThis design isbasedpnlyupon paernotersabewn, and is for an Individual building component rot ��- lam ys g designer muatvedfyle applicabi6ry o(tleaign parameters and property incorporate the cosign into Me overall buildingdesign. Brecng indicated is to Prevent brans of Individual have web chord ■.�` anchor members only. Addhonaltempmaryand Pennanentbmcing is always near real for aebililyand M Prevecoll nt apse who possible personal injury and propedy damage. For gen ral guidance regarding Me MiTek fabricated. storage, deliver, erection and bracing oftueses and buss statute, see ANSVTP/f fmmquality Criteria, DSB-B9 and E l Building component SafelyleaUon avalablefiom Truss Plate Insulate, N. Lee Street Suite 312. Alexandra. VA 22314, fi904 PParislvd. East B astS E6610 Tampa,ri Job Truss Truss Type pry p LOT 312 WATERSTONE 2309405 B15 HIP TRUSS 1 1 T19901772 J bRt p6 0ly 5x8 = 6.00 12 5x8 = 6 14 3x6 — 4x12 II 17 3x6 o 6x8 = ....., .. caw n... cn,,,uuau a, — mu, ry,, O 11;,,,, LULU 28 29 30 5x8 = 7 Scale =1:76.5 10 If 12 3x6 = 8-8-0 8-1y11-0 15-0-0 23-0-0 31-8-0 415-0 8-9-0 0 0 61-0 Bd-0 [2 Plate Offsets MY)— t2:0-6-0 0-0-61 f4�0-3-0i 15'0-6-0 0-2-81 t6 04-0OJ-01 n 0-6-0 0-2-81 t10'0-7 12 Ed I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Veri(LL) 0.38 17-24 >279 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Verti -0.3217-24 >331 180 BCLL 0.0 ' Rep Stress [nor YES WE 0.48 Horz(CT) 0.06 10 Na n/a BCDL 10.0 Code FBC2017rTP12014 Matribi Weight: 219111 FT=20% LOMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-10-9 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Hom 2=269(LC 9) Max Uplift 10=-552(LC 10), 2=-413(LC 10). 17=865(LC 10) Max Gmv 10=1240(LC 16), 2=388(LC 19), 17=1552(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 on, bracing. WEBS 1Row at midpt 5-13 FORCES. (lb)-Max.Comp.lMax. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=269/348, 3-4=-131/263, 4-5=-1336/1040, 5.6=.1829/1499, 6-7=-182911499, 7-8=-1762/1327, 8-10=-1891/1453 BOT CHORD 2-17=-357/215, 16-17=-1414/813, 4-16=1364/841, 13-15=-644/1135, 11-13=-901/1523, 10-11=-1135/1599 WEBS 4-15=.539/1217,5-15=-265/289, 5-13=-567/905, 6-13=-518/548, 7-13=-259/478, 7-11=-28/338, 8-11 =-I 371276, 3-17=270/355 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=5.8psf; h=1511; B=45ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2)-1-4-0 to 2-8-0, Interior(i) 2-8-0 to 9-4-2, Exlenoi 9-4-2 to 20-7-14, Interior(() 20-7-14 to 26-0-2, Exlerior(2) 26-0-2 to 41-5-0zone; porch left exposed;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 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.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will 8t between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for Wss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 10=552,2=413,17=865. This item has been electronically signed and sealed by Finn, Walter, 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. Wafter P. Firm PEN63]909. uTbk USA; Ina FL Gad 9634 6904 Parka East Blvd. Tampa FL 33610 Date:' April 6,2020 ®WARNING- Verifydaslgnpa ftl--MREAD NOTES ON THIS AND INCLUDED MITEf(REFERENCE PAGE M P74T3ren I"3/2015BERVIE assis USE Deal valid for use onlywi� MITai onon.Uns. nut design is based only upon parameters sheen, and Is for an Individual building wmponent not u' � Nil a truss system.Befom vse. Me building designer moat vedfy Me applicability of design parameter and property incorporate Mis design Into Me overall buiidingdesign. Bmdng indicated is to prevent bending of individual Wss web andler chord member only. Additional temporary and permanent bredng is always for to MiTek required stability and prevent collawiry Personal pse possible peonal injui popery damage. For general guidance regarding Me fabrication, snag.delivery, erection and bracing of Muions and Mrs a systems. a. ANSMII Qualify Cdfeda, DSB49 and BCSI Building Component Safeylnfonnadon available fro Tress Plate lnstitute,218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 padre EastB East B lvd. Tampa" Job Truss Truss Type Oty Ply LOT312WATERSTONE T79901773 2309405 B17 HIPTRUSS 1 1 Job Reference (optional) .........I" I.I. I,an,..,,y, 5x8 = 6.00 12 2x4 II 5 246 25 26 6x8 i 23 4 24 3 1.5x8 STP =22 7 7 1 2 3x4 = 16 1630 14 d 3x4 = 3.6 = 3x9 18 3x6 = 6x8 = [um can en muusmes, mc. amm HPr o 1 1.aV.-b NN Face 1 Scale=1:78.1 5x8 = 27 7 j 8x4 28 8 29 4x6 9 d 31 13 12 11 10 I114 3x4 = 4x6 = us = 3x6 = &8-0 L11-0 17-0-0 23-0-0 29A-0 36-1-2 41-5-0 A.LO a,, Plate Offsets (X,Y)— [2:0-6-0 0-0-61 [4:0-4-0 0-3-41 [5:05-80-2-4] 17:0-6-0 0-2-81 [l0.0-4-8 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deff List PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(-L) 0.38 18-21 >278 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 VeftCT) -0.3218-21 >332 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.63 Hoa(CT) 0.04 10 rda Na BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight: 232111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except" BOT CHORD Rigid ceiling directly applied or4-6-15 oc biscing. 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Mm Ho¢ 2=308(LC 9) Max Uplift 2=.413(LC 10), 18=862(LC 10), 10=-550(LC 10) Max Gmv 2=388(LC 19), 18=1573(LC 15), 10=1244(LC 16) FORCES. ith) -Max. Comp./Max. Ten. -All tomes 250(lb) or less except when shown. TOP CHORD 2-3=-286/343, 3-4=174/308, 4-5=139911088, 5-6=-1506/1340, 6-7=-1506/1340, 7-8=-1668/1283, 8-9=-1931/1365,9-10=-1189/892 BOT CHORD 2-18=354/211, 17-18=-1455/823, 4-17=-1380/870, 14-16=-663/1195, 12-14=-82011390. 11-12=-113011671 WEBS 4-16=437/1125, 5-14=-351/579, 6-14=-387/407, 7-14=-l251287, 7-12=-86/361, 8-12=-353/350, 9-11=-1013/1518, 3-18=-2401311 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.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2.8.0 to 11-4-2, Extenor(2) 11-4-2 to 22-7-14, Interior(1) 22-7-14 to 24-0-2, Extedor(2) 24-0-2 to 35-3-14, Interior f) 35-3-14 to 37-3-4, Extedor(2) 37-3-4 to 41-3A zone; poach left exposed;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 cording. 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 fora 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, with BCOL= I0.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=413, 18=862, 10=550. This item has been electronically signed and sealed by Finn, Walter, 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. 1Naltat P;fimr PE Nc2i639. MTek 0 BA; Iqc f L Cek s634 6904 Parka East Blvd,, Tampa FL into Oah . April 6,2020 AWARNING-Yang design ya Nive and READ NOTES ON MIS AND INCLUDED MNEK REFERENCE PAGEAVI.M3 rev. IMM015 BEFORE USE. Design valid for use only with Meek® wrmeobrs. This design i5 based only upon paremelms shown, and a for an individual building component act a miss system. Before use, the building designer moat wait' the applicability of design parameters and property incorporate this design iner the overall buddingdesign. Seeing indicated i5 to promntbuckling ofindivldual Wssweb andlor chord members only. AdditonaltemWmnandpam,anentbmdng Miiek_ is alwap acquiretl far stability and to preventcollapas Mar possible personal injury and property damage, Forgenemlguidanceregardirgthe fabdwtion, storage, delivery, random and bracing oftrusses and truss sptema, see ANSUIPI1 Duality Criteria, DSB49 and SCSIBuilding Component Safeylnformagon availableteam Truss Plate Institute,218 N. Lee great Suite 312, Alexandria, VA 22314. East ast 6904 Parke BIM. Tampa, FL Jab Truss Truss Type Qty Ply LOT 312 WATERSTONE 2309405 B19 HIP TRUSS 1 7 T79901774 Job Ref(optional) 1 ��••��•� • •.. .... .. •= a i Z: t, L -aoour, d.Zou a Mar a [u[u Ml l ex muusmes, Inc. Mon Apr 6 11:41:49 2020 Page l ID:6gDIDH2OVegl NklsxoNemzyuULB-R8SJeT3_JvZDInB2snTDOR8WXmsEEmftOi2SbAZTS6m 14-0 5-]-6 8-11-0 13-11-8 19-0-0 2]-8-0 3d-4-12 415-0 -0-0 5-7-0 3310 5-0-8 5-0-8 8-8-0 6-8-12 7-04 6.00 12 1.S2 Sl�rl 1 2 0 16 3x6 = 6x8 = 5x8 = 6 27 5x8 = W = 22 7 13 12 3x8 = as — 8-11-0 19-0-0 27-8-0 34-0-12 41-5-0 0.-tt-0 to-sn 4x6 O 9 Scale=1:78.1 Plate Offsets (X Y)— f2 0-6-0 0-Ml [4'0-3-0 03Plate 6 0-3- -0lf6,0-5-8 0-2-41�'0-3-B 0-2-41�'0-3-B 0-2-41 f9'0-M O-2-41 f9'0-M 0-1-81�10'0-4-8 0-1-81f14:0-4-0 0-3-015-8 0-1-81 fl0'0-4-8 0-1-81f14:0-0-0 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.37 16-19 >282 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.2816-19 >380 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.04 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 2301b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 6-7: 2x4 SP No.t BOT CHORD 2x4 SP No.2 *Except* 4-16: 2x4 SP No.3 WEBS 2x4 SP No.3'Except' 6-13: 2x4 SP No.2 REACTIONS. (size) 2=0-84), 16=0-3-0, 10=Mechanical Max Horz 2=349(LC 9) Max Uplift 2=-423(LC 10), 16=-849(LC 10), 10=-552(LC 10) Max Grav 2=393(LC 19), 16=1637(LC 15), 10=1236(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Raw at midpt 5-15.6-13 FORCES. (Ib)-Max. Camp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-307/388, 3-4=-206/354, 4-5=190/364, 5-6=-1354/1139, 6-7=-1337/1209, 7-8=-1533/1227,8-9=-1920/1337, 9-10=1165/886 BOT CHORD 2-16=-399/227, 15-16=-14821722, 4.15=-291/215, 14-15=-708/1106, 13-14=625/1238, 11-13=-1068/1636, 10-11=214/286 WEBS 5-15=-1536/832, 5-14=0/303, 6-14=-2/257, 6-13=-127/283, 7-13=-47/364, 8-13=-489/408, 9-11=-859/1374, 3-16=-287/396 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=5.8psf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-84), Intedor(1) 2-8-0 to 13-4-2, Exterior(2) 13-4.2 to 33-3-14, Interior(1) 33-3-14 to 37-3-4, Exhmor(2) 37-3-4 to 41-3-4 zone; porch left 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 pending. 4) This truss has been designed fora 10.0 par 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 2-0-0 wide will fit between the bottom chard and any other members, with BCOL = IO.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qt=lb) 2=423,16=849,10=552. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. F1nn PE No22839 NTekUSA, Inc FGdid 8634 6904 Parke East Blvd. Tampa FL 39st0 Date. April 6,2020 A, WARNING -Verily daargn parameters aMREAD NOTES ON TMSAND INCLUDED MRENREFERENCEPAGE WI-7473 rev, rNDY10ts BEFORE USE Design valid for use only with Mirek4) wnnedors. This design is based antitoxin parameters shown, and Is for an indlvidual building wmponent cot �- a tress system. Before use, are building designer must verify the applicability of design paameters and property incorporate Nis design into me overall burdingdeegn. Briang indicated l5 b prevent bucking of individual Was web mayor chord members only. Additional temporary and pmmanentbredri, is MiTek' always required forstabillly and to prevent collapse who passible personal injury and property damage. For general guidance regarding the fabrirvdon.storage, delivery. emdon and bmdng of busses and truss systems, see ANSI?Plt Qualify criteria, Dail and BCS1 Building component Sa]etylohmanaepn trainable Wm Tmas Plate FracWte,218 N. Lee street, Suite 312, Alexandds, VA 22314. 69M Parke East Blvd. Tampa, FL W610 Job Truss Type cry Ply LOT 312 WATERSTONE 2309405 FB21SS HIP TRUSS 7 1 T19901775 b Reference (optional) rJ 1.5x85� 1 2 0 3x6 = 6.00 12 4x6 i 5 2E 5x6 = Sol = 6 7 27 28 15 14 3.6 = 3x4 = 29 13 12 30 3x8 = 3x6 = . 1--s m. mauowo, ,n�. Noun npr a Irrt:m zuzu Pace 1 31 11 3x4 = Scale =1:802 2x4 9 26 1.Sx85TIs — 10 ^t 0 3x6 = IQ 8-11-0 1]-3-8 25.8-0 I 34-3-0 42-7.8 Plate Offsets (X Y)— [2.0-6-0 0-0-61 [4 0-3-0 0-3-0I [6 0-3-0 0-2-01 17 0-M 0-2-01 [8:0-3-0 0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) 0.37 17-20 >281 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.28 17-20 >378 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Hom(CT) 0.07 10 rda nla BCDL 10.0 Code FBC2017/rP12014 Matru-MSH Weight: 235 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-65 oc puffins. BOTCHORD 2x4SP No.2`Except' BOTCHORD Rigid ceiling directly applied or 4-4-3 oc bracing. 4-17: 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 6-15, 8-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 17=0-3-0 _ Max Horz 2=405(LC 9) Max Uplift 2=-434(LC 10), 10=575(LC 10), 17=-860(LC 10) Max Gmv 2=395(LC 19), 10=1352(LC 16), 17=1729(LC 15) FORCES. (Ib)-Max. Comp./Max. Ten. -All fomes 250(I1g) or less except when shown. TOP CHORD 23=-356/417, 3-4=.269/402, 4-5=-2301412, 5-0=1470/1212, 6-7=-1379/1179, 7-8=-1577/1208, 8-9=-234311491, 9-10=257311613 BOTCHORD 2-17=-384/231, 16-17=15801706, 4-16=3211245, 15-16=-699/1321, 13-15=-551/1258, 11-13=-1001/1764, 10-11=-1331/2256 WEBS 5.16=1746/798, 6-13=.92/396, 7-13=-204/430, 8-13=728/560,8-ll=-138/497, 9-11=-354/347,3-17=-281/390 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0to 2-8-0, Intedor(1) 2-8-0 to 15-0-2, Extedor(2)154-2 to 31-6-9. Interior(1) 31-6-9 to 38-7-8, Exterior(2) 38-7-8 to 42-7-8 zone; porch left exposed;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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=434, 10=575, 17=860. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P: Firm PE No 22839 _Ill rek USA; Inc FL Cart 6634 Sit" Parke East Blvd.Tampa FL 33610. Date: April 6,2020 ®WARNING- VerlrydeslgnparmneMrs and READ NOTES ON THISAND INCLUDED MI7ER REFERENCEPAGEMP7473 rev. fW=015 BEFORE USE Design valid for use bull lh MITeW connecbrs. This design Is based only upon parameters ahovm, and is loran individual building mmponent rut �• a trusssystem.Before use,Ne building designermustvedy Meappliwbilityofdms nparameters and properlyin<vmorate Nisdesign intotheovea0 buildiagdesign. Basing indicated i5 to prevent bucking of NdivIdual areas web and/or Mond members only. Additional temporary and pamlanart bracing is for _ MiTek always required stability and to prevent collapse with possible personal iniury and Impel damage. For general guidance regarding me fabrication, starage,delivery, erection and bracingottrussesend buss systems,see ANSI/rHl Quality Crecals, DS849 and SCSI Building Component Ssfetylnfannallon evolable from Tmas Plate lfrObts. 218 N. Lee Street Suite 312, Alexandria, VA 23314.. 6904 Padcre East B e East Blvd. Tampa. Job Truss Truss Type City Ply LOT 312 WATERSTONE T19901776 2309405 C1 JACK -OPEN TRUSS 8 1 Job Reference (pfo 0 City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 611 11.58 2020 Page 1 ID:6gDIOH2OVegi NklsxoNemzyuULBgtUjXYAdBgixK9NmuA8KgLOD308Hrl5CTbj009zTS6d -td-0 0401 1d-0 I 0.10-05 w 0.10-15 f41h1i Scale =1:7.6 Plate Offsets (X Y)— f2:0-1-4 0-0-21 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) gde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(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 [nor YES WB 0.00 Horz(CT) 0.00 4 Na me BCDL 10.0 Code FBC2017/TPI2014 Matix-MP Weight: 5111 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 Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-197(LC 10), 4=-16(LC 1) Max Gray 3=22(LC 10), 2=159(LC 15), 4=47(LC 10) FORCES. (Ito) - Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 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=5.8psf; h=15ft; B=45ft; L=40ft; cave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 pad 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) Referto girder(s) for tress to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ito uplift at joints) 3.4 except (jp=1b) 2=197. This item has been electronically signed and sealed by Finn, Walter, 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. Walt9r PAnn PE No22839 y1Tek OSA; lnc Fb dert863d 6904 Parka East BIvd:Tempa FL 33610 Data: April 6,2020 AWARNING- Verlrydestgaparmenusand READ MOM ON rHISAND INCLUDED MITEx raceRENCEPAGE41IW47a mv.'ses"Or4 BEFOREUSE Design valid for use only with Mitring consumers. This design Is based only upon parameters shaven, and Is loran Individual building mmwnent not �• m a truce system. Beare use, e building designer must verify 0e applicability of design parameters and pmpedy Incorporate this design into the mo all buildagdesign.Bme, indicated is to prevent buc%ing of bdiAdual Was web poster choN members only. Additional temporary and pennanembraars MiTek' is alwap umpired am stability and to preventwi collapse g, passible personal injury and property damage. For general guidance maturities the fabrication, sources.delivery. erection and bracing of Wsses and Was systems. some ANSM11 Ovally cripple, DSBA9 sad BCSI Bu➢dog Comppaeap Saretyla7arme6Ga availablehum Tmss PlatelnsgWW.210N.Lae Street Suite312,AaaanddAVA22314. 6904 Pane East Blvd. Tampa. FL W610 Jab - Truss Truss Type Oly Ply LOT 3l2 WATERSTONE 2309405 C1P JACK -OPEN TRUSS 4 1 T19901777 Job Reference (pf I) ce (Plant Oty, FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Apr 6 11:41:59 2020 Page 1 -1d-0 ID:6g010H2OVegl NklsxoNemzyuULB-9325luBFy_goyJyzSBZCYYOpoUWaULMhFTybzTS6c 0.10-15 10 1-0-0 i 0--is Scale =1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. 'EFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ved(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC20177rP12014 Matrix -MP Weight: 5 lb FT=20% LUMBER - TOP CHORD 2x4 SP ND.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanica1, 2=0.3-0, 4=Mechanical Max Hot 2=79(LC 10) Max Uplift 3=-5(LC 15), 2=-214(LC 10), 4=-24(LC 15) Max Gruv 3=17(LC 10), 2=159(LC 1), 4=35(LC 10) FORCES. (Ib)-Max. Comp/Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or0-10-15 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and fames & 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 lead 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 1001la uplift at joint(s) 3, 4 except (jt=1b) 2=214. This item has been electronically signed and sealed by Finn, Walter, 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. Walto P: Hon PENa22639 MTek USA; Inc FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Oalx, April6,2020 ® WARNING -Varllydaslgnjunmdeas OdREAD NOTES ON MIS AND INCLUDEDISrEfIREFERENCE PAGE A111-7473mi, V14342015BEFORE USE. aa Design valid! for use only with MiTeMixonecdom. The dregn is based Only upon parameters shown, and 6 far an individual building component act �� Wu system. Before use, the building designer must verify Me appprabil ly of design parameters and propeM incorporate Mis design ato Me Overall bulldogdasigo. Bracing Indicated is to prevenlbucNNg ofindMdual bass web archer chord members orr. Additltion tempmery and pernanentbndrg MiTek' 6 aWe, requiralfar stability and toprevavnN ntcollapee pnuible peasonel Njury and property damage. For general guidance regarding the fabdwtian. storage, delivery erection and bracing of Wsses and Wes avatars. see ANSUTF11 Quality Crirarla, DSB-89 and BCS1Blding Component Safety lnfannagan available from Tmss Plate tritium,218 N.Lee Street, Suite 312, Alexandra. VA 22314. 8904 Parke East BIM. East0 Tampa,a Job Truss Truss Type City Ply LOT 311 WATERSTONE T79901778 2309405 c1V Jack -Open Truss 2 1 Job Reference (optional) Builders FirdSource(Plant City, FL), Plant City, FL-33567, 8.240 s Mar 92020 MiTek Industries, Inc. Mon Apr 611:42:052020 Pagel ID:6gDlDH2OVeglNklsxoNemzyuUL&zOPM?xGOYgaxgEP7o8mzSpcOIDXw SgE4mlAFzTS6W -1 k 0-10-15 1-0-0 0-10-15 Style =1:7.6 Plate Offsets (X.Y)— 12:0-1-13 0-0-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 SCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 2 n/a are BCDL 10.0 Code FBC20171TP12014 Matrix -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 Harz 2=79(LC 10) Max Uplift 3=-5(LC 1).2=-180(LC 10), 4=-15(LC 1) Max Grav 3=16(LC 10). 2=159(LC 1), 4=36(LC 10) FORCES. (Ib)-Max. Comp./Max. Ten. -All fames 250(I1b) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied GrO-10-15 oc pur ins. BOT CHORD Rigid ceiling directly applied or6-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ri TCDL=4.2psf; BCDL=S.Spsf; h=15ft; B=4511; L=40ft; eave=5ft; Cat. 11;'Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrentwith 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstand Ing 100 It, uplift atjoint(s) 3, 4 except (jl=lb) 2=180. This item has been electronically signed and sealed by Finn, Walter, 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. Wattar P: Finn PE Nb.22639 MTak u SA1od. FL _Can 6694 6904 Parka East BNd. Tampa F L $3010 oale:. April 6,2020 ®WARNING. Verllydeslgnpaamelersand READ NOTES ON THIMAND INCLWEDAMEWREFERENCEPAGEMIIJslUns, 10N312015BEFORE USE ' Design valW for use onlywilh MiTek® mnnecmm. This design Is based only upon parameters shown, and Is for an Individual holding wmponenl not a buss system. Before uae, the building designer must verify m applicabilityof design parameters and properly Incorporate 0ds design into the sonal buildingdesign. BmciigindiwtedistspmventbuddingoflndlvldualtruuwebanNorAoMmembemonly. Addibenal temporary and pennanentiars, MiTek' 6 always required for stability and to ponardcollayse of posters personal injury and pmpedy damage. For general guidance regarding to repression. storage,delivery, erection and bracing of trmses and truss spstans, see MSM11Quality Cdlerle, DSB49 and BM Bustang Crienta of Salaylnlormeflen available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z A erm ndda. VA 22314. 6904 Palle East Blvd. Tampa, FL 36610 Job Muss Type Cy Ply LOT 312 WATERSTONE TCn T79901779 2309405 JACK-0PEN TRUSS 6 1 Job Ref(optional) nnwoume(PlantCiry, FL). Plant ury, FL-33567, 8.240 s Mar 92020 Mnek Industries, Inc. Mon Apr 611:42:062020 Pagel ID:6gDi0H2OVegl NklsxoNemzyuULB-ROz D14GeJ8iolO JMsHC?1Lb2mMje4OlrmhzTS6V -1-0-0 2.10-15 1d-0 2.10-15 Scale=1:12.6 Plate Offsets KY)— 12:0-1-0Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCOL 10.0 Code FBC2017/-rP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=10echanical, 2=0-8-0, 4=Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-51(LC 10), 2=-155(LC 10) Max Grav 3=71(LC 15), 2=197(LC 15), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Q6) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 DO bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.8psp h=151t; 13=45ft; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedgr(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 for a 10.0 psf bottom chord live load nonconcurrenl 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 giMder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstand Ing 10016 uplift at joint(s) 3 except (It=lb) 2=155. This item has been electronically signed and sealed by Finn, Walter, 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. MiTid P-9Mm PE .d66 6 MITek Ults Bad- lv Certmpa 6906 Parke Eazt Bend: Tampa FL 33610 this: April 6,2020 ,&WARNING- Verllydeelgnpa7emmersmadREAD NOTES ON MIS AND INCLUDED MITIEK REFERENCE PAGE M11-7173rey. f=X015BEWRE USE • Design valid for use only with MTeM conneume. Tlds dwIgn is based only upon parameters shown, and Is far an individual building component rot a buss system. Before use, the building deagner must verity the appGcobllity of dmi0n parameters and prepedy incorporate th6 design his the overall bumacdedge, Besides, indicated is to prevent beading of ince,dual bass web andkvcreed members only. Aldieanaltempamryaralperreanenthndef, _ MiTek Is always re,mad formabilityand b prevent collapse seen passible personal Injury and property damage, Fargeneralguidanceregardhgthe labewtian, atomga delis amy a den and bracing oflames Cr and busssystorm, ma ANSUTP/I Oualily itsna, DS849 and BC5l Building Component Sa7arylnfanna0en avaflable from Truss Phda im6luta, 218 N. Lee Steset Suite 3R, Alexandra, VA 22314. 6904 Parke East Blvd. Tampa, FL M610 Job Truss Type Qty Ply LOT 3/2 WATERSTONET19901780 2309405 TC�W �Jack-Open Truss 2 t Job Reference (optional) ..,1. ,a.....y, . " c.eau 9 Mar 9 zUZU MI Iek Industries, Inc. Mon Apr 6 1142:07 2020 Page 1 ID:6gD10H2OVegl Nkl sxoNemzyuULB-wcX7QdHH4RgfwY2VwZORXEumoOCbS5JXXVPPE8zTS6U -1-0-0 2-10-15 -0-0 2'10-15 3x4 I scale =1:116 Plate Offsets (X Y)— f2:0-1-13 0-0-81 LOADING (psf) SPACING- 2-M cal. DEFL. in (loc) I/de8 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 400 4-7 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress her YES WB 0.00 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Cade FBC2017rTP12014 Matrx-MP Weight 12 lb FT=20% LUMBER - TOP CHORD 2c4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=131(LC 10) Max Uplift 3=-57(LC 10), 2=-146(LC 10) Max Grav 3=73(LC 15), 2=195(LC 15), 4=49(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING. TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst,, BCOL=5.8psi, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jtmile) 2=146. This item has been electronically signed and sealed by Finn, Walter, 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. WaOor P. Finn PE Nb22S39 : MrTelt USA, Inc. FLD end Saga 6904 Parke East BNd.Tampa FL 33610 Data: April 6,2020 A WARNING- Verity dodo panmerenanOREAD NOTES ON MIS AND INCLUDED4117EX REFERENCE PAGE MI1d473n✓. IN%l20f5SEF0RE USE. • Desgn valid for use only with Mil connectom. This d.vign is based only upon parsmetere she.. end Is (.I.. individual building mmponenl, but a Muse system. Before use, the bwiding designer must very Me appllestaliy of desgn parameters and property inmmarate Nb design into Neaverall _ buillingdesign. great, Indicated! is to prevent buckling ofNtlMdual Wssweb andlor Moth members only. Additional temporary and permanent brame, MiTek u always required for stabaiy and to prevent collapse MM possible personal Injury and pmpeny damage. Forgeneral guidance ngending the fabncabcn, storage, delivery, ere on and bradnp o(Wasea antl boas aystenne, see ANSUTPII Duality Crfrerfe,MG-89 and SCV Building Compomnl ggp4 pa Seletylnl allon available from TmParke East Blvd. ss Plate lnsmum,218 N. Lee Stan% Suite 312. Nesendda, VA 22314. Tampa, uses 36610 East Job Truss Truss Type pty Ply=LOT112RBTONE 2309405 CSJACK-0PENTRUSS 8 T79901781 (optional) cant Coy, FL). riant City, rc-moor, 8.240 a Mar 92020 MITek Industries, Inc. Mon Apr 6 11:42:08 2020 Pagel ID:6gDICH2OVegl NklsxoNemzyuULB-0o5VdzlvdzWXhBhUGJg4ROsgOSEBYZgm98ymazTS6T -14 0 4-1015 "I 4-10-15 Scale=1:17.6 U4 - Plate Offsets (X Y)- (2:0-140-0-21 LOADING (psf) SPACING- 2-0-0 1 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.12 4-7 >494 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.51 Vert(CT) 0.10 4-7 >575 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Corte FBC2017/TPI2014 Matrix -MP Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP ND.2 REACTIONS. (size) 3=Mechanical, 2=0-M, 4-Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-120(LC 10), 2=-257(LC 10). 4=-71(LC 10) Max Gran, 3=122(LC 15), 2=261(LC 1), 4-87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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 nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will tilt between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) 4 except (jt=lb) 3=120,2=257. This item has been electronically signed and sealed by Finn, Walter, 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. Waltai P: Finn PE Nb]283C 61Tak lisA; rrie FL Cert 6634 6904 Parke East Blvd.TarnPa FL U610 Date: April 6,2020 ®WARNING-14-ydeslgnparsmetaximal REAL NOTES ON TMSAND INCLUDED MITEK REFERENCEPAGEMII.7475 rev, 10,00e9015BEFOREUSE sessee Design valid air use only win MRei comiecbrs. This design Is based only upon parameters shown, and is for an individual building component act �- Was system. Before use, dw building designer must ven"ne nPrAwdlity, of resign parameters and property incorporate this design into the overall buildingdesign. Bracts, Indicated is to preventbuckling ofindbidual Ws, web andfor Nord members only. Additional temporary and minament bmang MOW shears required stainability and N prevent collapse Won possible personal injury and propedy damage. Forgenimanudanceregardivil fancodon. storage. delivery, erection and bracingoftmusesend buss systems,see ANSI/TPI1 Duality criteria, OSB49 and BCSI Bu➢ding Component SatetylnfwmaUon i ailablefiom Tmss Plate Institute,218 N. Lee Street, Suite 312, Alexandra, VA 22314, 69M Parke East Blvd, Tampa. FL 36610 Jab Truss Truss Type Oty Ply LOT312WATERSTONE T19901782 2309405 CSV JACK -OPEN TRUSS 2 1 Job Refere(optional) nmawrva Irlam City. FU, Hari ury, rc-33567. 3x4 6.240 a Mar 9 2020 MiTek Industries, Inc. Mon Apr 611.42:11 2020 Scale=1:17.6 .Plate Offsets(XY)— j2:0-1-130-Ml LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.47 Vert(LL) 0.05 4-7 >999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.06 4.7 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.01 3 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrx-MP Weight: 18 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 Hom 2=185(LC 10) Max Uplift 3=-111(LC 10), 2=-156(LC 10) Max Grav 3=136(LC 15), 2=264(LC 15), 4=87(LC 3) FORCES. (16)-Max.Comp./Max. Ten. -At] fames 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purling. BOTCHORD Rigid ceiling directly applied or 6-0-0oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exit C; Encl., GCpi=0.1$ MWFRS (directional) and C-C Exterior(2) zone;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 nonconcurrent with any other live loads. 3) ' 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 chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstand Ing 100 lb uplift at joints) except (jt=lb) 3=111,2=156. This item has been electronically signed and sealed by Finn, Walter, 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. Wagic P: Arm PE No.22009. G Tek USd, Iris FL Cert66}1 6904 Parks East Blvd. Tampa FL 33610 Oats: April 6,2020 A wMNING- Vetlfydeslgnparamearama READ NOTES ON TNISANDINCLUDEDMNEXREFERENCEPAGEMOd173rov. 16022015 BEFORE USE ' Design valid for use only with MTeore connectors. This design Is based only upon parameters shown, and Is for an Individual building component, rut Was system, Belem use, the building designer must verify the applicability of design parameters and properly mooex me, this design Into the overall buldingdeogn. Bmdng indicated is to prevent bucWing of Individual truss web and/or chord members only. Additional temporary and pennanenteraing MiTek' Is ahvaya required for stanity and to prevent mse lixpwin possible personal injury and pmi damage. Forcemeat guidance regarding the fabrication. storage. delivery, erection antlbl ofbuasea and ones systems. see ANS4fP110uality Criteria, Di and BCS' Building Component 6904 Papa East Blvd. Sahtyfnfwmada. available ft. Truss Plate Instants, 218 N. Lee St eaL Suite 312. Marmots. VA 22314. Tampa, FL W610 Job Tmss Truss Type Oty Ply LOT312WATERSTONE 2309405 D7 Half Hip Truss 1 ra T19901783 �JobRf G f pti II a,u s mar azv4u mu ex mausmes, Inc. Mon Apr 6 11:42:27 2020 Pagel Scale=1:74.8 Sx8 = 6.00 12 2x4 11 5x6 = 3x4 = 5x6 = 5x6 = 3 18 19 20 21 422 23 24 25 5 26 27 28 6 29 30 31 32 7 33 34 35 8 ,�JqI .-i 1.5x8 STP = o l� 2 �1 14 38 37 38 73 39 40 41 12 42 43 44 11 45 46 47 10 48 49 50 9 3x6 = 2x4 11 6xl2MT20HS = 3x4 = U12MT20HS = 5x6 = 2x4 = ]-0-0 141-12 1 21-1-12 I 28-1-12 1 35-1-12 42-3-8 Plate Offsets (X Y)— f3:0-6-0 0-2-81 I5 0-3-00-3-01 p'0-3-0 0.3.01 LOADING (psf) SPACING- 2-M CSI. DEFL. In I c) 6deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ved(LL) 0.64 12 >795 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.7812-13 >646 180 MT20HS 187/143 BCLL 0.0' Rep Stress Incr NO WB 0.69 Horz(CT) 0,16 9 rda n1a BCDL 10.0 Code FBC2017rrP12014 MaMx-MSH Weight: 42816 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 3-5,5-7: 2x4 SP M 31 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-13,5-13,6-12,7-11,8-10: 2x4 SP ND.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Hoa 2=243(LC 8) Max Uplift 2=-1649(LC 8), 9=-1636(LC 8) Max Gmv 2=2921(LC 1), 9=2924(LC 1) FORCES. (Ito) -Max. Camp./Max. Ten, -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-5846/3186, 3-4=-8024/4517, 45=5054/4547, 5-6=-8g00/4992, 6-7=-7935/4456, 7-8=4975/2780, 8-9=-2794/1687 BOT CHORD 2-14=-292215154, 13-14=-2923/5175, 12-13=-5010/8910, 11-12=-4417/7887, 10-11=-2843/5065 WEBS 3-14=-33/688,3-13=-178813196. 4-13=-728f723, 5-13=-960/535, 5-12=-239/434, 6-12=-645/1137, 6-11-1184/955, 7-11=1809/3220,7-10=-2195/1556,8-10=-3066/5492 Structural wood sheathing directly applied, except end ver icals. Rigid ceiling directly applied or 6-0-14 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nalts as follows: Tap chards connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9.0 oc. Webs connected as follows: 2x4 -1 row at 0-9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically Signed and 3) Unbalanced roof live loads have been considered for this design. Sealed by Finn, Walter, PE 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124Mph; TCDL=4.2psf; BCDL=5.8psf; h=1Sit; B=45ft; L=40ft; eave=5ft; Cat. C; Encl.. GCpi=0.18; 11; Exit9 a USIn Di g Digital Signature. MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 5) Provide adequate drainage to prevent water pending. Printed Copies Of this 6) All plates are MT20 plates unless otherwise indicated. document are not Considered 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. Signed and Sealed and the 8) -This truss has been designed fora live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0-0 wide signature must be verified 9 will fit between the bottom chard and any other members. 9) Bearing atjoint(s) 9 considers parallel to grain value using ANSIrTPI 1 angle to grain formula. Building designer should verify on any electronic copies. capacity Of bearing surface. Walter P. Ann PE Na22939 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1til USA lno. FL'Ded 6634 2=1649, 9=1636. 6904 Padre East Blvd; Tampa FL 33610 Date: ADril 6.202( A WARNING - Verhydeafgnprareassaaad READ NOTES ON THIS AND INCLUDED Mm£x REFERENCE PAGE M11-7473 my. 14/OMOMBEFORE USE • Deaign valid (anise car iN MiT.Woor eccas. Ties deal, is based only upon parameterscloan, and b fur an individual building component net a hose system. Before use. Me building designer must verify the app6cab0tyoldeagn parameters and property incorporate fills design into me overall bwldingdesii green, IndiwtedistoprevenlbuWing ofindlvldualMae web andlorcimembers only. Additional mmpomryand emerentleadi 6elways MO_ mauled for stability and to preareleallapso Mm possible personal lnluryand property damage. ForgenaralgualancaregaNingthe fah4coton, storage, delivery, elecon and bracing of Mass, and boas aprems,see ANSIrrelf Quality Critria,DSB-89 and Bear Building component Sa6yinf anon available Gam Terse Plato lnlllute,218 N. Lea Street Suite 312, Alexandra, VA 22314. 6904 Parke East BIM. Tampa,FL 36610 Job Truss Truss Type Qty Ply LOT 312 WATERSTONE Tt9901 ]83 2309405 D7 Half Hip Truss 1 a� L Job Reference (optional) Builders FirstScume(Plant City. FL), Plant City. FL-33567. 8.240 s Mar 92020 MiTek Industries, Inc. Mon Apr 611:42:272020 Paget NOTES- ID:6gDICH2OVegl NklsxoNemzyuULB-KSkhdS%pMbMpJc5L5m97LSj?y4sxB_TT7cFS=TS6A 11) HangeKs) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1891b down and 2151b up at 7-M, 8716 down and 164 Ill up at 9-0-12, 871b down and 1641b up at 11-0-12, 87 lb down and 164 to up at 13-0-12, 8716 down and 164 lb up at 15-0-12, 871b down and 164 Ill up at 17-0-12, 87 Ill down and 164 Ill up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 It, down and 164 Ill up at 23-0-12, 87 It, down and 1641b up at 25-0-12, 871b down and 164 Ill up at 27-0-12, 87 Ito down and 1641b up at 29-0-12, 87 lb down and 164 Ill up at 31-0-12, 87 la down and 164 Ito up at 33-0-12, 87 It, dawn and 16416 up at 35-0-12, 87 It, down and 164 lb up at 37-0-12, and 871b down and 164 Ill up at 39-0-12, and 8716 down and 164 lb up at 41-0-12 on top chord, and 3261b down and 142 Ito up at 7-0-0, 65 Ito dawn at 9-0-12, 65 lb down at 11-0-12, 65 la down at 13-0-12, 65 Ito down at 15-0-12, 65 Ito dawn at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12 , 65 Ill dawn at 23-0-12, 65 Ill down at 25-0-12, 65 Ill dawn at 27-0-12, 65 lb down at 29-0-12, 65 lb down at 31-0-12, 65 Up down at 33-0-12, 65 Ill down at 35-0-12, 65 lb down at 37-0-12, and 6516 down at 39-0-12, and 65 Ito down at 41-0-12 on bottom chord. The designtselection Of such connection device(s) is the responsibility Of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=189(1!1)5=-87(B) 14=-310(B) 12=-40(B)7=-87(B) 10=-40(B) 18=-87(B) 19=-87(B)21=-87(B)23=-87(B)24=-87(B)25=-87(B)26=-87(B)27=-87(B) 28=-87(B)30=-87(B)31=-87(B)32=-87(B)33=-87(B)34=-87(B)35=-87(B)36=40(B)37=-40(B)38=40(B)39=-40(B)40=-40(B)41=-40(B)42=40(B)43=40(B) 44=40(B) 45=-40(B) 46=40(B) 47=-40(B) 48=40(B) 49=40(B) 50=40(B) ® WARNING- Vemiy design paranrelars and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE 6Y47479 rev. 1"342015 BEFORE USE Design valid for use only WM MTeM oommecters. This design is beard only upon prremefem shown, and 6 for an individual banding component.rot a muss system. Before use, Me building designer must venythe applirabitiyof dmgn pa eramere and properly inooryoode Mis design into Me overall buildingdesign. Bracing indicated is to prevent baoMing of individual hues web andlor chord members only.Addi+ianal temporary and permanentbradrg MiTek' e always required far stabiliy and M preventoollapse Won Possible personal injury and pmpedy damage. Forgenemlguidanceregarding Me fabnwfirn, sfom9a,delivery,erectien antl bracing of Wssea and Wsa systems,see ANSIaPH Qualiy Criteria, 16B 9 and BCV Building Component 6904 Parke East Bhd. Saialylnfurmamon availabtr Rom Tmss Plata Insldut ..218 N. Lee Street, Suite 312. Alazandna, VA 22314. Tampa, R U610 Jab Truss Truss Type city Ply LOT 3/2 WATERSTONE 2309405 D9 Half Hip Truss 1 T19901784 Job Ref(optional) 1-0-0 63£ HI -0-0 17� 41-10 8-4 • Sx8 — 6.00 12 5xB = 4 21 22 23 5 5x6 = 6 24 25 n npr o n:5z:d92u2u page 1 4uCcXZWFkCBBbOtoKnuUxcvombwkZOszTS68 42 3-B 8-0 12 Scale =1:74.8 Baal = 5x6 = 7 26 a ^7 15 14 13 12 11 10 9 3x6 = 3x4 — 44 = Us — 5x8 = Us = 54 = 3x4 = a-u-u 174-12 9-0.0 8-4-12 25.7-12 8_3 3}10-12 8-3-0 42-3-8 8-0-12 Plate Offsets IX V)— f4.0-6-0 0-2-81 15 0-4-0 0-3-01 I6 0-}0 0-3-01 O 0-0-0 0-3-01 LOADING (psf) SPACING- 2-0-0 csL DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 1.00 Vert(LL) 0.46 12-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.6912-13 >738 180 BCLL 0.0 ' Rep Stress [nor. YES WB 0.64 Horz(CT) 0.15 9 n1a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 221 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except- 4-5,7-8: 2x4 SP M 31 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 *Except* 4-13,5-12,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Hoe 2=297(LC 10) Max Uplift 2=-795(LC 10), 9=-720(LC 10) Max Grav 2=1633(LC 1), 9=1558(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 Do bracing. WEBS 1 Row at midpt 4-13, 5-12, 7-12, 8-10 FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-298511922, 34=-279311832, 4-5=-3579/2283, 5-6=3509/2145, 6-7=-3509/2145, 7-8=-2363/1425, 8-9=-1483/1000 BOT CHORD 2-15=-1925/2628, 13-15=-1691/2475, 12-13=-2297/3593, 10-12=-1453/2399 WEBS 3-15=-308/347, 4A5=-163/441, 4-13=-674/1339,5-13=-478/420, 6-12=-414/396, 7-12=794/1274, 7-10=-11101882, 8-10=-1600/2657 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.Bpsf; h=15ft; B=45ft; L=40ft; eave=511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1 -" to 2-8-0, Inte ion(1) 2-8-0 to 3-4-2, Extedof(2) 3-4-2 to 14-7.14, Interior(1) 14-7-14 to 38-1-12, Pxledor(2) 38-1-12 to 42-1-12 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 Bass 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. 6) Bearing at joint(s) 9 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 1001b uplift at joint(s) except Qt=lb) 2=795,9=720. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P:Finn PE 612839. MTek USA, Inc FL Cart 6834 INN Parke East Blvd; Tampa FL 13610 Date: April 6,2020 AWARNINO- VeNlydaslgnpasemsram and READ MOMS ONrN/SAND INCLUDED MME REFERENCE PAGEMP7473rew 1Na3Z015 BEFORE USE ass Design valid for use only Win MITek® connado e, This design Is land! only upon parameters shown, and Is for an Individual building uomponen4 net truss syelem. Before use, Ile building designer must vedfy me applicabllltyof design parameters and property Incorporate this design into me manor ��- buildingdedgn. among lndiwtetl is to prevent buckling ofintlivldual truss web social chant members only. Additonal temporary and pannanenlbrade, Is for MiTek' aWaya featured stabllity and to prevent collapse Win possible personal injury and Pmpedy damage. For general guidance regarding me fabAcalnn, sroraga,delivery, errecgon entl bracing Pftrwaes end truce •yetema. see MISUTP/f Quality Cr/reda,DSB-89 andBCSIBulling Component Seffira tirinmagan available fmm Tmv Plate Inatute, 218 N. Lea StreeL Suite 31Z AlexeMda, VA 22314. East rse Blvd. Temps. fi9p4 Pado East Job Truss Truss Type Ory Ply=IOT112RSTONET19901785 2309405 oil Hip Truss 1 optiona0 Builders Firssource (Plant City, FL), Plant City, FL-33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 11:42:13 2020 Page 1 ID:6gDIOH2OVeglNkl sxoNemzyuULB-kmuOhgMltHbpeTOfGgv.WbPR3Wsu QO RsjSnzTS60 1-0-0 ]b9 11'a 19-3-0 274-12 35-8-0 42-3$ -0-0 7d-9 3E-7 83d 8-1.8 83-0 6-]$ 5xB = FL818 5x8 Scale=1:74.8 15 re -- 13 11 12n ae 10 9 3zfi i axe = 3z6 = 3c4 = 5x8 = 3z6 = 2x4 = 3x6 = 11-0-0 193-0 2]-4-12 35$-0 42-3$ Plate Offsets (X Y)— f2:0-2-9 0-1-81 f4:0-" 0-2-81 I5:0-4-0 0-0-01 j6:0-3-00-3-41 R'0-5-8 0-2-41 (8'0-3-00-1-81 LOADING (pi SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL L25 TC 0.96 Vert(LL) -0.32 15-18 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.71 15-18 >709 180 BCLL 0.0 Rep Stress Inor YES WB 0.89 Horz(CT) 0.12 9 file Na BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight: 225 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2'ExcepC 4-5,6-7: 2x4 SP M 31 BOTCHORD 2x4SPNo.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-6-0oc bracing. WEBS 1 Row at midpt 5-12,7-12 Max Horz 2=195(LC 9) Max Uplift 2=-805(LC 10). 9=-710(LC 10) Max Gray 2=1681(LC 15), 9=1558(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-2973/1958, 3-4=-2721/1834, 4-5=-2997/2106, 5-6=-2761/1942, 6-7=-2763/1943, 7-8=-1 85911248, 8-9=-150111089 BOTCHORD 2-15=1745/2729, 13-15=-1445/2455, 12-13=-186013045, 10-12=-970/1584 WEBS 3-15=-405/427, 4-15=-1991573, 413=-488/907, 5-13=359/365, 5-12=390/211. 6-12=464/458, 7-12=.866/1469, 7-10=-378/411, 8AO0 962/1623 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=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. It; Ell C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenon(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Extenor(2) 5-4-2 to 16-7-14, Intedor(1) 16-7-14 to 30-0-2, Exterior(2) 30-0-2 to 42-1-12 zone;C-C for members and forces 8 MWFRS for reactions Shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 fora live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10Apsf. 6) Bearing at joints) 9 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 100 lb uplift at joint(s) except at=lb) 2=805,9=710. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE Nb22636. .MiTek USk'Inc. FL CeR 6634 6904 Parke East BNd. TampafL 33610 Date: April 6,2020 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCL UDED M?EN REFERENCE PA GE Mlll rev. Im"015 BEFORE USE Design valid for use only wiN MTeAfl connectors. This design is based only upon parameters shown, and is for an individual building curawmnt out ��• a ease system. Before use, the building designer must verify Be applirzbilityofdesgn parameters and property incorporeal this design into thosaw iff buildingdesign. Bracing Indicated is or prevent buckling of lntlMdual toss web andfor stood! members only. Addiional aemporey and permanent bracing MiTek' is always re9ulred for stability and to prevent calapse Warpose@le personal injury and property damage. Forgeneral guidance regarding the fabnswon,storage. deliveny,eresson and bmcingofeusseaand busssystems, sea ANSI/TPl1 Quality criteria, Dil and BCSI Building Componenl 69M Parke East Blvtl. Sahayinlormadon available tram Toss Plate Institute, 218 N. Lee Steep Suite 312, Nexandda, VA 22314. Tampa, K W610 Job Truss Truss Type Oly Ply LOT 3l2 WATERSTONE T19901786 2309405 D13 Hip Truss 1 1 Job Reference (optional) �1 w tr,o,,, .a,y, ry, r,a,,, wy, rL- vavvr, d.24D 5 Mar B L020 MIIeN Ineusirles, Inc. Mon Apr 611:42:152020 Page1 ID:6gDIOH2OVegl NklsxoNemzyuULB-h8085MNIBWWWA2OExJswD_VFlSKWfiNILgWgxTS6M ]-S9 11-2-0 13-0-0 20-11-0 28-10-0 333-0 38-1-13 423-8 1-51 3-8-7 1-10-0 7-11-0 7-11-0 4.10. 4813 4-1-11 Scale=1:77.7 6.00 12 5.6 _ 2x4 II 6x12 M720H6 = gaB _ 2x4 II 5 25 26 6 27 28 7 8 20 19 "' 14 13 12 11 Sao = 5x6 = 2x4 2x4 II 5.8 = 6x8 = ]-S9 it-2-0 20.11-D 28-10-0 333-0 42-3-8 ]-S9 3-8-7 9-9-0 ]-ii-0 410-0 8-7-8 Plate Offsets(XY)- O:0-3-003-01 f5:0-4-00-2-81 f8:0-6-00-2-8) fl5�0-0-80-4-121 f16:0-3-8Edge1 r1T0-2-120-3-41 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de6 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.44 16-17 -999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.8416-17 >603 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 HDrz(CT) 0.32 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matitx-MSH Weight: 255111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins, 5-7: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or4-3-14 oC bracing. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oC bracing: 17-19, 13-15 WEBS 2x4 SP No.3'Except' WEBS 1RON at midpt 8-15,9-11 17-20: 2x4 SP No.2, 10-11: 2x6 SP NO.2 REACTIONS. (size) 2=0-8-0, 11=03-8 Max Horz 2=235(LC 9) Max Uplift 2=-791(LC 10), ll=-697(LC 10) Max Grav 2=1651(LC 1), 11=1576(LC 1) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-3032/1896, 3-4=-4104/2692, 4-5=-4048/2744, 5-6=3758/2551, 6-7=-374912542, 7-8=-3312/2293, 8-9=-1905/1363 BOT CHORD 2-20=1671/2661, 16-17=-1890/3127, 15-16=-1997/3362, 7-15=623/502, 11-12=890/1302 WEBS 3-20=-13451975, 17-20=-1886/3071. 3-17=563/1047, 5-17=-749/1324,5-16=380/887, 6-16=-468/487, 7-16=-252/528, 12-15=-1010/1780,8-15=-1385/2294,8-12=951/608, 9-12=-95/540, 9-11=-1853/1307 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.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft;.Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Intefior(1) 2-8-0 to 74-2, Extedor(2) 7-0-2 to This item has been 18-7-14, Intedor(1)18-7-14 to 28-0-2, Exteior(2)28-0-2 to 42-0-12 zone:C-Cfor members and forces& MWFRS for reactions electronically signed and shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Finn, Walter, PE 3) Provide adequate drainage to prevent water pending. Digital Signature. 4) All plates are MT20 plates unless otherwise indicated. using a 5) This truss has been designed fora 10.0 par bottom chord live load nonconcurrent with any other live loads. Printed Copies Of this 6) -This truss has been designed fora live load of 20.0mi 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 aljoint(s) 11 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designershould verify signature nature must be verified capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except Qt=lb) on any electronic copies. 2=791, 11=697. WaltorP.Finn PE Ni MRekUSA,h flLadili 9904 Parke East Bli Tampa FL 33610 Date: April 6,2020 AWARNINO•VMyde gnp ra wxeaaMREADNOTES ONT=SANDINCLUDEDM?EXREFERENCEPAGEM1471rany.1evoute 5BEFOREUSE • Design valid for use onlyvilM MTaW mnnedo,s. This design Is bate! only upon parameters Mown, and Is for an Individual building component, not 'truss opera, Before use, Me building designer must vedly me applicability oftlealgn parameters and prop'dyacerpmale Uis design Into thearven bulldingdoegn. BmcingindicatedistoprmentbucNingofind'Mdual WsawebanNarcb.Mm.benonly. AddiEonaltempomryandpe,manercradngis _ MOWalways teetered! far stability and to prevent collapse writeovible pe,spnM Injury m and properly damage. For general guidance regardl,g the fabdcellon, stnmge,tldlvery,emctian and breangoftrussesand trussoyatems, see ANSWPNOvailWCr/ferla,OSB-09endBC=Buading Compmrot Safety lnframab'ea availablefrom Tmss Plate Institute,218 N. Lee Street Suite 312, Alexandra, VA 22314. East fi904 PaNS East Blvd. Tampa,FL Job Truss Truss Type Ory Ply LOT 312 WATERSTONE T19901787 2309405 D15 Hip Truss 1 1 Jab Reference (pl" 1) 1dQ 7-5.9 11-2-0 15U-0 -0-0 7b9 3-8-7 5701 5x6 = 6.00 12 5 2x4 11 ^illy 5x6 i 4 26 3 1.5x8 STP = 25 US = ]z10 = 33 21 20 19 6x6 = 2x4 If u.aw anm� ocaco m„en ,nuuamea, mc. monnpr onALnl 4uzu Facet Scale = 1:77.7 5x6 = 2x4 II 27 6 28 29 7 30 5,8 = e 3x6 J 931 P1, 3x4 II 7 N It Irp s 34 17 16 35 36 rs IN 4x6 = 3x4 = 14 13 12 37 38 11 2.4 II 6x8 = 6x8 ]-5.9�11-2-0�19-]-6�28-f0-0�31-8-0�4243 7-to Plate Offsets (XPlate Offsets Y�f3:03-0 0-0-0�f5'0-3-8 0-2-0��6'0-3-0 0-3-41 03-01 f5'0-3-8 0-2-41f6'0-3-0 0-3-41 f8'Od-8 0-2-01 f15'0-3-0 0-2-121 f18'0-2-12 0-3-41-3-0 f8'0S8 0-2-01 f15'0-3-0 0-2-12��18'0-2-12 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.40 19 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.96 Vert(CT)) -0.7315-17 >694 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.31 11 n1a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 2611b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pur ins, 5-6: 2x4 SP M 31 except end ver8cals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 4-21 2x4 SP No.3, 16-18.11-14:2x4 SP No.1 6-" cc bracing: 13-15 WEBS 2x4 SP No.3'Except' 10-0-0 cc bracing: 18-20 18-21: 2x4 SP No.2, 10-11: 2x6 SP No.2 WEBS 1 Raw at midpt 6-15, 8-12, 9-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Hors 2=276(LC 9) Max Uplift 2=-791(LC 10), 11=697(LC 10) Max Gmv 2=1707(LC 15), 11=1599(LC 16) FORCES. IRS) -Max. Comp.Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3102/1887, 3-4=-4303/2706, 4-5=-0328/2842, 5-6=-3049/2097, 6-7=-2596/1911, 7-8=-2577/1902,8-9=-1944/1423 BOT CHORD 2-21=-1650/2885, 17-18=-1641f2937, 15-17=-1809r3066, 11-12=-999/1451 WEBS 3-21=-14671960, 18-21=-1860/3315,3-18=-610/1116, 5-18=-997/1719, 5-17=88/501, 6-15=-656/406, 12-15=-1116/2098, 8-15=-1296/2163,8-12=-1284f789,9-12=-24/407, 9-11=-1902/1357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vui1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psb BCDL=5.8psf; h=15ft; B=451t; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exteriar(2) 9-4-2 to 20-7-14, Interior(1) 20-7-14 to 26-0-2, Extenor(2) 26-0-2 to 37-3-14, Intedor(1) 373-14 to 38-0-12, Exlerior(2) 38-0-12 to 42-0-12 zone;C-C for members and farces 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 nonconcunent with any other live loads. 5)'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 fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Bearing at joint(s) it considers parallel to grain value using ANSIrTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical ccnneclion (by others) of truss to bearing plate capable of withstanding 1001b uplift at jourt(s) except W-lb) 2=791, 11=697. This item has been electronically signed and sealed by Finn, Walter, 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. Walton P. Ann PE No]2839 MTek USA; Iris FL Cart Stu 6904 Parke East Blvd.Tampa FL33610 Data: April 6,2020 A, WARNING - Verify design parameters and READ NOTES ON This AND INCLUDED MITER REFERENCE PAGE M147473 rev. IW=Of a BEFORE USE Design valid far use onlywith Mirek® remember, This design Is based only upon parameters shown, and Is for an Individual building component net Ir Was eyatem.Befoe me, Me building designer must verify Me app9mbllityof design parameters and property lnmryorate this design Into Me overall �-�•YY buildingdesign. Bredrmg inaianted is to prevent bucNing of Individual trues web andlarchord members only. Additional temporary and permanent brearg MiTek' Is always reguired far stability antl he prevent collapse with possible pemonal injury and prpedy damage. For general guidance regarding Me fabdmtim, storage, deli ay. worsen and brazing of busses and buss systems,sea ANSUTPI1 Dually Clll✓N, DSB49 and BCSl Balding Component 6904 Pale East Blvd. Safatylnfwmeden avalablefmm Tmse PlatelnshWle.21BN.Lee StreeLSWte312,Alexandria,VA22314. Tampa. FL M610 Job Truss Truss Type Oty TONE 2309405 D17 Hip Truss 1 T19901]88 =ficnal) nmuuurca trlam City, FC, ram City, FL -aacbl, 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Apr 6 11:42:20 2020 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuUL13-i6p 193ROORTpzX37BOXUZMGPGRw?IBRW02bCMTS6H 1d-0 5-3-8 7-7-6 11-2d 17-0-0 23d-0 29-6-0 35-0-4 453-8 d-0 5-38 2d-0 3.6-12 5-9-12 8d-0 640 5-10d 6-9d Scale =198.0 6.00 12 5.8 = 2x4 II 5x8 = 6 277 28 29 30 8 22 21 -" 14 13 12 it 3x6 = 6,03 = 2x4 I 2x4 II 5x8 = 3x8 = 53-8 ]-71 17-0-0 23d-0 29-8-0 3Sfid d23A 5-3-8 2-4-0 9-4-0 6d-0 6d-0 5312i 6 Plate Offsets(XY)— t5:0-4-00-3d1 (6:0-6-00-2$ f80-5 ,0-2-01 f15�0-5-80-2-121119:0-2-803-81 f22:0-3-80-3-01 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (too) Ndefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.55 20 >920 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.9318-19 >542 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.37 11 Na n/a BCDL 10.0 Code FBC2017r1P12014 Matrix-MSH Weight: 26816 FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-M oc purins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or4-M oc bracing. Except: WEBS 2x4 SP No.3 *Except' 10-M oc bracing: 19-21, 13-15 10-11: 2x6 SP No.2, 19-22,3-19: 2x4 SP N0.2 WEBS 1 Row at midpt 5-18 REACTIONS. (size) 2=0-8-0, 11=03-8 Max Horz 2=317(LC 9) Max Uplift 2=-787(LC 10), 11=-693(LC 10) Max Grav 2=1712(LC 15), 11=1602(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-3213/1903,3-4=-6438/3758,4-5=-0495/3793, 5-6=-2925/1973, 6-7=-2579/1946, 7-8=-2579/1946, 8-9=-2486/1773, 9-10=-1874/1281, 10-11=-1537/1108 BOT CHORD 2-22=.1697/3039, 18-19=-2282/3951, 16-18=-1412/2688, 15-16=-1223/2219, 8-15=155/547 WEBS 5-19=1359/2839,5-18=-1498/1024, 6-18=-428/1018, 6-16=-168/301, 7-16=3871428, 8-16=-381/666, 9.12=-967/775, 10-12=-102211637, 12-15=-1057/1688, 9-15=2271789, 3-22=2641/1545, 19-22=-2184/3987, 3-19=-1607/2969 NOTES. 1) Unbalanced mod live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf, h=15ft; B=45ft; L=40tr eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Eztedor(2) -14-0 to 2-8-0, Interior(1) 2-8-0 to 11-1-8, Extedor(2) 11-1-8 to 22-7-14, Interior(l) 22-7-14 to 24-0-2, Exterior(2) 24-0-2 to 35-6-4, Interior(1) 35-6-4 to 38-0-12, Exterhm(2) 38-0-12to 42-0-12 This item has been zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding, sealed by Finn, Walter, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. - using a Digital Signature. 5) This truss has been designed for a live load of 20.apsf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Printed Copies of this 6) Bearing atjoint(s)11 considers parallel to grain value using ANSI7TPI 1 angle to grain formula. Building designer should verify document are not considered capacity of bearing surface. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift aljoint(s) except (jt=lb) be 2=787, 11=693. signature must verified on any electronic copies. Waltar P. FAn PE No22939. MTek USAO& FL Celt 663A 6904 Pads East Blvd. Tampa FL 33610 Data: April 6,2020 ® WARNING -Vedlydeslgnparameters MdREADNOTES ONTHISANDINCLUDEDMIrocREFERENCEPAGEMll.7473rev.la/0Y7a15SEFOR£USE �• Design valid for use onlywiM MTaM mnmscmre. TNs design is based only upon parameters shown, and is foram individual building component not buss system. Before use, Me building dealgner must verily Me eppllocWtV of design parameters and Popedy incomma[ethis design Into Nemerall _ building design.error, molested is m prevent bucHing of mcmdual buss web anwora,are members only. Additional temporary and pennanentlemang MiTek "ways requlredrev for stability and to pent colepoo Wth possiblepereonal injury and pmpe,ty damage. Forgene,alguidarceregardingtbe fabnraaon,Marcos. dellvmg eredlon and bracing of buaaes and ass systems, see ANSI7TP/1 Dually Ceseda, M949 andeCSl Sultana Component 6904 Parke East Blvd. Safetylef a0on available ham Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandde VA 22314. Tampa, FL 33610 Jab Truss Truss Type Oty Ply LOT 3/2 WATERSTONE T19901789 2309405 D19 Hlp Truss 1 1 Jab Reference (optional) ounces, runnocu¢e (-an[ _uy, IL), nam lay, r�-ooapq o.[cus mar a 2uzu muex mausmes, Inc. Man Apr B 11.42:22 2020 N 6.00 15x62 Sx6 —2x4 II 6 727 8 21 20 14 13 12 11 3x6 = 5s8 = 3x4 = 2x4 II 5x8 = 3x8 = Scale=1:78.5 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 CSL TC 0.79 BC 0.81 WB 0.94 Matrix-MSH DEFL. in Verl(LL) 0.85 Veri(CT) -1.17 Horz CT) 0.55 (loc) I/defl L/d 19 >597 240 19 >432 180 11 Na n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 284111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 out purlins, 6-7,15: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP NG.2'Except' BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. Except: 4-20: 2x4 SP M 31, 16-18: 2x6 SP M 26, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 18-20, 13-15 15-16: 2x4 SP No.1 WEBS 1Raw at midpt 4-17.5-16 WEBS 2x4 SP No.3 *Except* 3-21,10-11: 2x6 SP No.2, 18-21,4-17,7-16: 2x4 SP No.2 3-18: 2x4 SP No.1 REACTIONS. (size) 2=0-841, 11=0-3-8 Max Hom 2=358(LC 9) Max Uplift 2=-788(LC 10), 11=697(LC 10) Max Grav 2=1680(LC 15), 11=1575(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3190/1858, 3-4=-9863/5557, 4-5=-3953/2484, 5-6=-2581/1792, 6-7=-226611713, 7-8=-2327/1827, 8-9=-242611713, 9-10=1872/1245, 10-11=-1511/1078 BOTCHORD 2-21=1681/3069,20-21=-204/356,418=-1892/3691,17-18=4940/9094, 16-17=-205113690, 15-16=-1102/2023, 8-15=-199/263 WEBS 3-21=-2483/1428,18-21=-1939/3570,3-18=-3280/6047,4-17=5497/2941, 5-17=-033/1002,5-16=-1569/1007,6-16=-304/753,7-16=-136/458, 7-15=-374/748, 12-15=-1022/1688,9-15=-207/686,9-12=-907/721, 10-12=-977/1632 NOTES- This Item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Spsh h=15ft; B=45ft; L=40ft; eave=5ft; Cal. Sealed by Finn, Walter, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C E tedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Extedor(2)13-4-2 to using a Digital Signature. 33-3-14, 1medor(1) 33-3-14 to 38-0-12, Exlerior(2) 38-0-12 to 42-0-12 zone;C-C for members and forces 8 MWFRS for reactions Printed shown; LumberDOL=1.60 plate grip DOL=1.60 copies of this 3) Provide adequate drainage to prevent water ponding. document are not Considered 4) All plates arc MT20 plates unless otherwise indicated. signed and Sealed and the 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. -This signature must be Verified 6) 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 chard and any other members, with BCDL = IO.Opsf. On any electronic Copies. 7)Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TPI l angle to grain formula. Building designer should verify WalterP. Finn PEKi capacity of bearing surface. MTek US4 ,Mc. FL Ced 8634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)except Qt=lb) 6904 Parke East Blvd: Tampa FL 33610 2=788, 11=697. Date:, April 6,2020 ®WARNING-VBdtydesio evemetemdMREAO NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MIIJOamv. fdva/rom BEFORE USE Design valid for use or"M MiTeMsemnedore. This design is based only upon parameters shover, and Is for an Individual building mmmee,t not a truss aystem. Before use, Pe buitd'mg designer must verify Me applisabllity of design parameters and pmpedy Incorporate this design Into theaveaa buildingdesign. among lndicsted is to pmvenl busliing of Individual mass nreb endfor AoN mundane only. Addiional temporary and parmansnt leading WOW Is always required for stability and to prevent collapse with pwsulo pesurel injury and pmpe,q damage. Forgermaiguidamemgardimltbe fabrication,.brags,delivery. erection and Musing ofteasea and true systems.see AHSBTPI1 quality CNtw$ DS:99 and BCSI auirding Component 6904 Paxe East Blvd. Safery/nfonnadee avelabiefrom Truss Plate Instate,218 N. Lee streak Suite 312, AleaaMria, VA 22314. Tampe,R W618 Jab Truss Type Oty ply LOT 3/2 WATERSTONE 2309405 7D7 HIPTRUSS t 1 T79901790 Job Reference (optional) ndSource(Plant City. FL), Plant City, FL-33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 11:42:23 2020 ID:6gDIOH2OVegl NklsxONemzyuULBShVAn5UJJMsOq7nasw4BBcYLDTUbC6suD HFc( Scale =109A Goo 12 5x6 = 5x6 = as 13 12 11 10 3x6 = 3.6 II 2x4 II sea = gag = I 6-0-0 fi 13-7-6 21-0-0 28-10-0 35.5-0 42-3I 6-0-0 0� ]-041 'bs I I Plate Offsets (X Y)- r3.0-3-0 0-3-01 r4 0-4-0 0-3-01 r5 0-3-00-2-01 I6:0-3-00-2-01 18:0.3-0 03-01 r1410-2-4 0-3-01 LOADING (pst) SPACING. 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) -0.22 14-15 ,999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) .0.3914-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.08 10 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight 266111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except" 3-19,7-12i 2x4 SP No.3 WEBS 2x4 SP No.3"Except" 9-10: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or3-6-10 cc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or4-0-0oc bracing. Except: 101 cc bracing: 12-14 WEBS 1Row at midpt 4-15,6-15 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 Max Ho¢ 2=399(LC 9) Max Uplift 2=.281(LC 10), 19=-861(LC 10). 10=.592(LC 10) Max Grav 2=272(LC 19), 19=1669(LC 15), 10=1372(LC 16) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-360/422, 3-4=1967/1271, 45=-1641/1224, 5-6=1386/1214, 6-7=-1957/1546, 7-8=-1934/1358, 8-9=-1582/1014, 9-10=1309/904 BOT CHORD 18-19=-16731982, 3-18=-1608/1019, 15-17=-941/1807, 14-15=-665/1392, 7-14=-326/406 WEBS 3-17=-842/1593,4-15=-022/354, 5-15=-139/465,6-14=547/883, 11-14=-807/1419, 8-14=-98/461, 8-11=-727/582, 9-11=754/1340 NOTES- 1) Unbalanced met live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8pst, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0to 2-8-0, Interior(1) 2-8-0 to 15-4-2, Extedor(2)154-2 to 31-3-14, Interio((1) 313-14 to 38-0-12. Exterior(2) 38-0-12 to 42-042 zone; porch left exposed;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondin9. 4) This truss has been designed fora 10.0 par 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, with BCDL = 10.0psf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/Tat 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 100 lb uplift at juint(s) except Qt=lb) 2=281, 19=861, 10=592. This item has been electronically signed and sealed by Finn, Walter, 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. WalterP: FUn PE N012839 MTek uSA; Ina FL Ced 663q 6904 Parke East 81yd.Tampa FL 33610 Dale: April 6,2020 ® WARNING -Verity design p..N.and READ NOTES ON THISAND INCLUDED M?FX REFERENCEPAGEwl-7473nv. I"Wrom BEFORE USE Design valid far use onlywiu MTek® connectors. Too design is based omy upon parameters shown, and is far an Individual building component, not ��• a hoes system. Betore we, ere building designer must verify Ne applloab lity of daslgn parameters and property incorporate this design Into Neoverall bulldingdasign. Brady,, acuteness is0yreventbucklingoflndarklualbeaswebandtorcbordmandates only. Additional temparary and permanent bracing MiTek' Is always recurred far stability and to preventcollapse wen pascals personal adary and Propertydamage Forgenemlguidancemirg be gard fabrication, smmge, dellaM, erecton and bracing crevasse and truss eyatama, see ANSYrIell Quality Cribi DSB49 end SCSI Building Component Sefelylntormflava an ailablelmm Tmss Platelnsfitute,218N.Leetreet S.SuIN312,Mexandda,VA22314. 6904 Parke East Blvd. Tarsi U610 Job Truss Truss Type Ory Ply LOT3/2WATERSTONE T19901791 2309405 E3 JACK -OPEN TRUSS 3 1 Job Reference (optional) corn mu er. mummies, ma. an Npr b IVAZ.3V 20ZU Pane 1 Scale=1:12.8 61 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell 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 LumberDOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 1999 180 BCLL 0.0 Rep Stress Imar YES WB 0.00 Horz(CT) -0.00 3 Was n/a BCDL 10.0 Code FBC2017/TPI2014 Mahix-MP Weight: 12111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-M on purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=133(LC 10) Max Uplift 3=-04(LC 10), 2=-211(LC 10), 4=-00(LC 7) Max Grav 3=66(LC 15), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -Alltomes 250(lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 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 chard in all areas where a rectangle 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) oflruss to bearing plate Capable ofwithstanding 100 lb uplift atjoint(s) 3, 4 except (jl=lb) 2=211. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. FInn PE 14e32339� V1-TBkUS4;bio. FL Can 6634 :6984 Palk9 East Blvd: TampaFL 33610 Cate:. April 6,2020 ® WARNING -V Iry desrgn parameters and READ NOTES ON MIS AND INCLUDED MIrEK REFERENCE PAGE MIP7473 ne I"auzols BEWRE USE Design valid for use only wah MITek® connectors. This design is based only upon parameters shown, and b for an individual buffd'mg component not ��• a truss system. Before use, 0e building designer most venfy Is applirabiety of design parameters and properly incorporate this design into We overall baldingdeago. BmcingindiwtedisbpreventbucMingofindividual WsswebanNorabordmembersonly.Additional temporary and permanent bmang MiTek' is always required farctability and to mommatwlisp. w5th possible personal injury and property damage. Forgenamiguidanceregardingthe fabrication, storage, delivery, erection and bracing ofhanses and pose systems, see ANSI9PI1 Oualiry Criteria, D5849 and SCSI Bugding Component Sarsyrnrormatlon avalablefrom Tmss PlatelnstWte,218N.L OS9eet,Suite312,Alexandda,VA22314. 6904 PaM1e Easi Blvd. Tampa, FL 36610 Job Truss Truss Type Qty ply LOTS/2WATERSTONE 2309405 E7 Jack -Open Truss 38 1 T19901 ]92 J b R f e( pti I) ...�w.,,.,e, a.vcv inn en a musses, dim. anon npr oil:Az:J32uzu pages ID:6gDIOH2OVegl NkisxoNemzyuULB-DD CSgaKQpsFOE06KCE3VItjVhEH4yG32EDg4kzTS66 c Scale=1:23.0 Plate Offsets (X Y)— 12:0-2-10 0-1-81 LOADING (psf) SPACING. 2-M CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Ved(LL) 0.19 4-7 >436 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ved(CT) -0.21 4-7 >400 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hmz(CT) -0.01 3 nla rda BCDL 10.0 Code FBC2017/TPI2014 Matdx-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 Horz 2=241(LC 10) Max Uplift 3=-161(LC 10). 2=-179(LC 10) Max Gmv 3=199(LC 15), 2=343(LC 15), 4=124(LC 3) FORCES. (Ib)- Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3) ' 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. 4) Referto girders) for truss to truss connections. 5) Provide mechanical connection (by others) of buss to beading plate capable of withstanding 1001b uplift at joint(s) except Ot=lb) 3=161,2=179. This item has been electronically signed and sealed by Finn, Walter, 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. Waiter P. Finn PE'No.23639' iMTek USA; Inc FL 6696634 �6904 Paike.East Blvd. Tampa FL 3361 a Dater. April 6,2020 ®WARNING -Verily design parameters andREAD NOTES ON MIS AND INCLUDED MREK REFERENCE PAGE MII-1413 rev. laTa,20fa BEFORE USE R Design valid for use only with MSek® oonnectore. This design is based only upon parameters shown, and is for an individual building component, not ��• truss system. Before use, me building designer must venfy he appllrabihty of design paramete , and pmpedy mwrporate this design man the overall ■■■ builhngdesign. Bradngindmatedisbpmvwtbuc ingofindMdualWs webandora oMmembemonly. Addi6analtemponoyandpmmanenlbmdng MiTek' Ie always re9uired mrsFebili roil 0 prevent calmvAb pse possible pe,sonal injury and mpelty damage. Forgenemlguidanceregardilgthe fabdwtbn, storage, delivery, erection and bracing ofvusses and Wes systems, sea ANSWRI Duality Galleys, Di and BCSl Building Component Safiylin alon available WmTmse PlatelnsNute,21BN.LeeStreet,Suite312,Aleundda.VA22314. 690E Parke East BIM. Tampa,a 35610 Job Truss Truss Type Ott, Ply LOT3/2 WATERSTONE 2309405 E7V Jack -Open Truss 3 1 T19901793 Job Reference (optional) w lndni Oily. FL), rimiwug ry moor, U24U s Mar 92020 MITek Industries, Inc. Mon Apr 6 11:42:32 2020 Pagel 3-8< ID:6gDIDH2OVegl NklsxoNemzyuULB-hQYagAbyB7_6QNzJuJ112VQuu5Y8pP DHuyDdBzTS65 -1-0-0 7-0-0 t-4-0 3-8-4 3342 Scale =122D 3x6 Plate Offsets (X Y)— f2.0-1-12 0-0-81 f2 0-2-8 Edcel LOADING (psf) SPACING. 2-M CSI. DEFL. in (loc) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.81 Vert(LL) 0.27 4-7 >312 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.23 4.7 >364 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(CT) -0.02 3 n/a No BCDL 10.0 Code FBC20177TPl2014 Matrix -MP Weight: 271b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=1viechanical Max Horz 2=241(LC 10) Max Uplift 3=.146(LC 10), 2=-172(LC 10), 4=-13(LC 10) Max Grav 3=186(LC 15), 2=341(LC.15), 4=1lg(LC 3) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-2-14 oc puffins, BOT CHORD Rigid ceiling directly applied or5-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vufl=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf, h=1511; B=45ft; L=40ft; eave=5ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) 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 nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 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) Bearing at joints) 2 Considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 4except at=lb) 3=146,2=172. This item has been electronically signed and sealed by Finn, Walter, 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. W alter P: Firm PE 11622839. MTek USA Inc.FLCert6636 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2020 ®WARNING- WalryderlgaparameMrsandREAD NOTES ON THIS AND INCLUDED sm ENREFENENCEPAGEM0.r473m, l"X015BEWRE USE ' Design valid for use oolywithMTekO wnnabn. This design is based onlyupon parameters shove, and is for an individual building mmPenent, cot a truss system. Before use, the building designer moat verify Me applicability of desgn parameters and pmpedy impersonate the design into theoverag buildingdesign. Bracing iadiontedistopreventbuoking of hdlWdual WsswebanNor MoNmembemonly. Atlditionaltemporary and pemnanentbradrg is far to MiTek' always require stahilgy ibl and prevent collapse with Passe personal injury and property damage. For general guidance regarding the fabrication,sbrege, ddrey, erection and brecingoftrusaas and Was systems, see ANSgrPH Quality Crdeda,0.5E-89and SCSIBWIdingComponent Sail y/nlwma6an availableham Teass Plate lnsMute, 218 N. Lee Street, Sudi, 312, Alevandda. VA 22314. 69M Parke East Blvd. Tampa. FL W610 Job Tress Truss Type oty Ply LOT 3/2 WATERSTONE 2309405 FG Flat Truss 7 T19901794 Job Ref(optional) ^��••F V •^ •• mow. • .I. _• • ^q��- ••• -+•+•. D.zru s mar s zu2u mu eK InCusmes, Inc. Mon Apr 6 11:42:33 2020 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzy ULB-9c6ytWoayR6zl XYVROGXbjyDxV3SYoLMWYn9CzTS64 38-0 7d 3-8-0 3-8-0 6.00 12 3x 4x6 = Scale=1:27.3 Plate Offsets (X Y)— 15.0-4-0 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 4-5 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.17 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 HDrz(CT) 0.00 6 n/a Na BCOL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 1011b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structurol wood sheathing directly applied or 6-0-0 oc surfing, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 6=0-8-0, 4=0.8-0 Max Hom 4=-72(LC 6) Max Uplift 6=-989(LC 8), 4=-926(LC 8) Max Gmv 6=2109(LC 1). 4=1925(LC 1) FORCES. (Ib)-Mal Comp./Max.Ten.-All forces 250(lb) or less except when shown. TOP CHORD 1-2=-1470/712, 2-3=-1470/712, 1-6=-1477/732, 3-4=-1477/732 WEBS 2-5=-473/1094, 1-5=-675/1482,3-5=-675/1482 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 now at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124ni TCDL=4.2psf, BCDL=5.8psf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed fora 10.0 par 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 This item has been will fit between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) oftruss to bearing plate Capable of withstanding 100lb uplift atjeint(s) except (jl=1b) sealed by Finn, Walter, PE s=sas, 4=9zs. 8) Hanger(s)or other connection device(s) shall be provided sufficient to support concentrated loads) 11691b dawn and 5821b up at using a Digital Signature. 3-4-12, and 1169 to down and 5831b up at 5-4-12, and 1281 lb down and 534lb up at 1-4-12 on bottom chord. The Printed copies of this design/selection of such connection device(s) is the responsibility of others. document are not Considered LOAD CASE(S) Standard signed and sealed and the 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (ph) on any electronic copies. Vert: 1-2=-54, 2-3=-54, 4-6=-20 WaltpFp.. Finn PE Na22839; Concentrated Loads (Ib) MiTak USA; bias FLCent MU Vert: 5=1169(B) 7=-1175(B) 8=-11691 '8904 Farka East BIvd:Tampa FL 36870 Data. April 6,2020 ®WARNING-Vedtydesignparametersantl READNOr S ON THIS AND INCLUDED MITENREFERENCE PAGE Mll-7473re, 10/OM015BEFORE USE Design vall l far use onlywitl, tifli mrmactms. This desgn la based only upon parameters shown, and is for an individual building mmponent, not abuse system. Beforeuse, Mumbling desgnermuslveriry Me applicability of design parameters and propervinmryoate Nu design mintbemorall a•�` buildingdaugn Bracing indicated is to prevent buckling ofinlmdual buss web andlorchord member only. Additional temporary and permanenfbrada, Is always aquiredfarshbliry passible Persons! ro prevent rvllapsewith papersons! injury and property damage. For general guidance regarding$$ MiTek' fabrication,stooge,delivery.erection and bracing of busses and truss lietime,see ANSi?PH Quality Criteria,USE-39 and SCSI Building Component Saretylnlprmagon available from Tares Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223m4 690E Parke East Blvd. Tampa, FL W610 Job Truss Truss Type Oty Ply LOT3/2WATERSTONE T79901795 2309405 G Common Truss 3 7 Job Reference (optional) .,u,rvc.....mwu, o\r,nu, ..,,p,.e „nu, ..III, .- I e.4eu a ma, a cucu mu ex inousmes, Inc. men nor D 11:42t35 z020 Scale=1:39.7 4.6 = 4 3x4 = 1x4 = 3x4 = 3x4 = 3x4 = i$ Plate Offsets (X,Y)— (2:0-1-0 0-0-21 LOADING (pat) SPACING- 2-0-0 C51. DEFL, in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.10 8-10 1999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) .0.19 8-10 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.25 Hoa(CT) 0.04 6 n1a me BCDL 10.0 Code FBC2017rrPI2014 Matrix-MSH Weight: 102111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural woad sheathing directly applied or 4-8.0 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0.8-0 Max Hoe 2=-253(LC 8) Max Uplift 2=-468(LC 10), 6=468(LC 10) Max Grav 2=886(LC 1), 6=886(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I11) or less except when shown. TOP CHORD 2-3=-1405/910, 34=-1287/922, 45=-1287/922, 5.6=-1405/910 BOTCHORD 2-10=-61ra/1368,8-10=-285/852,6-8=-616/1223 WEBS 4-8=-288/622, 5-8=-354/362, 4.10=.288/622, 3-10=-354/362 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=4.2p5(; BCDL=5.8psf, h=15ft; B=45ft; L=40f1; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 2-8-0. Interlor(1) 2-8-0 to 7-041, Exterior(2) 7-M to 15-0-0, Interior(1) 15-0-0 to 19-4-0, Exterlor(2)19-4-0 to 234-0 zone;C-C far members and tomes 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 nonconcurn:nt with any other live loads. 4)' This truss, has been designed fora live load of 20.Opsfon the bottom chard in all areas where a rectangle 34-0 tall by 2-f1-0 wide will 6t between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 2=468, 6=468. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P.Ann PE Ng22B39 OTak US A; in c. FB CeR 8634 6904 Parke East Blvd. Tampa FL33610 Data: April6,2020 AWARNING -Verify design paneastersandREAD NOTES ON INISAND INCLUDED M?ERREFERENCEPAGEM47473 MK IM37015 BEFORE USE. ' Dodge valid for use only wM MieBO connectors. Thla design is based only upon parameters shove, and Is nor an individual building component, not Wss system. Before use, Me building designer must verify Me applicability of design parameters and property Incorporate thin doegn into Me MMH builifigdeslgn. empire Indicated is to prevent budding ofinlmdual buss web andror dord members only. Additional temporary and panmarentbmtlig MOW always required far stability and to prevent collapse wlM passed, personal injury and pmpedy damage. For general guidance regarding Me (aeration, storage, ran. , erection and beach, of basses and Russ ey items. sea ANSUFPI1 Qualiy, criteria, DS849 andBCSI Building Component 6904 Palle East Blvd. Safeeredismatlan available ream Tmss Plate Institute,218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa,FL 36610 Job Truss Tmss Type Oty Ply LOT 311 WATERSTONE T79901796 2309405 G1 Common Tmss 3 1 Jab Reference (optional) Builders Firssource(Plant City, FL), Plant City. FL-33567, 8.240 s Mar 92020 MiTek Industries, Inc. Mon Apr 61 IA2:372020 Pagel ID:6gDlOH2OVegl NklsxoNemzyuUL&1NLTIte5OfcPW9sGgsKTIZ7g96K6UcYyRAg_IOZTS60 5-9-0 16.2-12 21-6-0 1-0-0 HIA 5-2.12 12-12 5-5-0 l r] Scale = 1:39.1 4.6 = 3.4 = 3x4 = 3x4 = 3x4 = 2,14 = Plate Offsets (X Y)— 16:0-0-00-0-101 LOADING (pso SPACING- 2-M CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.46 Vert(LL) -0.12 7.9 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.21 7.9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Hom(CT) -0.03 2 Na Na BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 99111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8-7 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-10 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Holz 6=241(LC 9) Max Uplift 6=-361(LC 10), 2=-466(LC 10) Max Grav 6=802(LC 16). 2=881(LC 15) FORCES. (lb) -Max. ComP./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1386/921, 3-4=-1275/932, 4-5=-1229/946, 5-6=-1355/935 BOT CHORD 2-9=-626/1205, 7-9=-294/839, 6-7=-64711310 _ WEBS 4-7=.309/569, 5-7=324/383, 4-9=-289/636, 3-9=-352/362 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.epsf, h=15ft; B=45ft; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0to 2-8-0, 1medor(1) 2-8-0 to 7-", Exterim(2) 7-M to 15-0-0. Interior(1)15-0-0 to 17-8-0, Extedor(2)17-8-0 to 21-8-0 zone;C-C for members and fames & 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 nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-" tall by 2-M wide 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 100 lb uplift at joint(s) except Qt=lb) 6=361, 2=466. This item has been electronically signed and sealed by Finn, Walter, 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. Wa GrP. RnDPE N022539 U94;FLCen6834 6904 Eastast BNN. Tampa FL 39810 DatePadca Date: April 6,2020 ® WARNING -Veriyde gnpammeemendREADROM ONMSAND INCLUDEDMREKREFERENCE PAGE 111.7fl MKflaUX015BEFOREUSE Design valid for use only vidh MRek®mnnacb,e. Th13 design is based only upon parameters shown, and Is bran individual building o nawreat not a truss system. But.. as be building designer ..at verify be apptl.bnIy of lost, paramet. and property, inw,pomte Nis dust, into thewere0 buildagdedgm Brad, adiestedisWprevent buWingofbdMtlualsees web andiorchoulmembe,sanly. Additional tempararyand pe,manentbrad,g MiTek' is always requved for stability and an prevent collapse vAN Possible Personal mlury and property damage. For general guidance regardn, the faebatlon, storage. calvary. erection and bmdng of trussse and Was aymems. sea ANSIallf Quality Criteria, DSB49 and BCS1 Building Component Saletylnl agan available from Truss Plate Institute, 218 N. Lee Stre d. Suite 312, Neutrons, VA 22314. 69M Parke East Blvd, Tampa, FL M610 Job mss pty ply LOT 312 WATERSTONET19901797 7[WSTS�TYSpe 2309405 G] p 1 1 Job Reference, (optional) narauurce(Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 11 A2:39 2020 Page 1 Scale=1:40.2 4x8 3x4 = 4x6 = 3 17 18 4 19 20 5 3x6 = 3x4 = 4x6 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-" CSI. DEFL. In (roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC %83 Vert(LL) -0.17 8-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Ved(CT) -0.37 8-10 >706 180 BCLL 0.0 ' Rep Stress ]nor NO WB 0.31 HOR(CT) 0.08 6 rda Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 97 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc puriins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or5-0-2 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Holz 2=-172(LC 6) Max Uplift 2=-923(LC 8), 6=-946(LC 8) Max Grew 2=1575(LC 1). 6=1575(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-2882/1569, 3-4=-2535/1485, 4-5=-2535/1528, 5-6=-2882/1620 BOT CHORD 2-10=-12312505, 8-10=-1476/2750, 6-8=1277/2504 WEBS 3-10=267/797, 4-10=-292/460, 43=-292M30, 5-8=-220/820 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=5.8psf; h=15ft; B=45ft; L=40ft1 eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond Ing. 4) This truss has been designed fora 10.0 psf bottom chord live load noreconcurrent 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) Pmvide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=923,6=946. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189111 down and 2031b up at 7-M, 87 to down and 164 lb up at 9-0-12, 87111 down and 164 lb up at 11-0-0, and 87111 down and 1641b up at 12-11-4, and 189 lb down and 369 lb up at 15-" on top chord, and 326 Ito down and 142 lb up at 7-", 65 lb down at 9-0-12, 651b down at 11-", and 65 lb down at 12-11.4, and 326 lb down and 1421b up at 14-11-4 on bottom chard. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 , Uniform Loads (plf) Vert: 13=-54, 3-5=-54, 5-7=-54, 11-14=20 Concentrated Loads (lb) Vert: 3=189(B) 5=-189(B) 10=310(B) 4=87(B) 8=310(B) 18=87(B)19=87(B) 21=-00(B) 22=-40(B) 23=40(8) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. FDn PE NO22339, MTek ❑sA,1Dc. FL Cart 9634 6504 Parke East Blvd. Tampa FL 33610 DO,:. April6,2020 AWARNING-voNydesle-Fe-emelereaMREADNOTES ON MIS AND INCLUDED MITENREFERENCE PAGE 1011.7473rev, lala4ROd5SEFORE USE ' Deelgn valid for use only with MirekO coevector. This design is based only upon parameter shown, and le for an individual building component, not is b,na system. Before use, the b,dlding designer must seedy the applicability of design parameters and properly incorporate this design am Meoverall building deign Brocbg indicated is to prevent eructing of iadMdual base web endlor rlwN members only. Additional temporary AM permanent bracing MiTek' 7 u always rarlu[md for stalehly and b preventsollaiat vnlh possible personal Nluq and pmpM edamage. For general guidance regardng me fabrication, storage, drtivery, erection and bracing of excess and buss spectra, see ANSWPII Duality CrInla,DS"9 and SCSI Building Component Sekylnfornm6on avalablefmm Tame Plate lnstiNto,219N. Lee Sense. Surb,312,Alemmirla,VA 22314, ggp4 Parise East Blvd. Tampa.FL 36610 Job Truss Truss Type oly Ply LOT 312 WATERSTONE 2309405 G9 Hip Truss 1 1 T19901798 Job Reference o licnal V 4x6 = 4 46 = 5 3x6 = 3x4 = Us = 3x4 = Us = Scale = 1:40.2 )g LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rTP12014 Cat. TC 0.46 BC 0.73 WB 0.14 Matrix-MSH DEFL. in (lac) Udell Ud Ved(LL) -0.19 11-14 >999 240 Ved(CT) -0.3711-14 >714 180 Hoa(CT) 0.04 7 n/a n/a PLATES GRIP MT20 2441190 Weight 981b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0 9-0, 7=0-8-0 Max Ho¢ 2=213(LC 9) Max Uplift 2=468(LC 10). 7=468(LC 10) Max Gray 2=913(LC 15). 7=913(LC 16) FORCES. (lb)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-1351/1030,3-4=-1138/925,4-5=-979/863, 5-6=-1138/925, 6-7=-1351/1030 BOTCHORD 2-11=701/1312,9-11=-434/1057,7-9=-70111164 WEBS 3-11=.391/398, 4-11=-229/432, 5-9=-229/433, 6-9=-3911398 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; h=15ft; B=4511; L=40ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2. Extedor(2) 3-4.2 to 18-7-14, Interior(1) 18-7-14 to 194-0, Exterior(2) 19-4-0 to 23-0-0 zone;C-C for members and foxes & 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 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 1001la uplift at joint(s) except Qt=lb) 2=468, 7=468. This item has been electronically signed and sealed by Finn, Walter, 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. WalterP. Film PE 60.22139. Norsk Usk Ina FL ded SM 9904 Parks East Blvd. Tampa FL 33610 Data: April 6,2020 ® WARNING -Vwlly design parameters and READ NOTES ON THIS AND INCLUDED MITENREFERENCE PAGE MII.7473an, fON3R015BEFOREUSE Design valid for use only with MTe4O mnnectere. n1ii design is based arty upon paremate,s show, and Is for an Individual building component act e trues, usystem. Before use, tire building designer must verily the applirabiriyof design pam ametaand pmpedy inmrporam Nis design inte Bre memo �e buiksingdesign. Boeing lndirated is N prevent budding of individual muss web andlar diord mambas only. Additional temporary and permanent brads for MiTek' d always required sloodityend d prevent collapse wih passible peaonel ninny and property damage. For general guidance regardingdine fabrication. Sbrage,denial, eRL9W an end bracing of masses and b96yetems,sea ANSM11 Duality Criteria, DSB419 end BCSf Building Component Salstylnfmmadan available from Truss Plate Institute,218 N. Lee Sorest Suite 312, Alexandria, VA U314. 69o4Perke Eaat BNd. Tampa. FL W610 Job Truss mss Type city Ply LOT312 WATERSTONE 2309405 M COMMON TRUSS t 1 T19901799 '._.�_.--- ,,,�__.-I- �.. ...__. ,,,-_ - __-.._ Job Reference o banal .,.,e, s s—,.nto. nro..... , mc. coon aµr a n:ez:R1 [U20 Scale =123.1 4x6 = 3 Us = 316 II Plate Offsets (X Y)- (5:Edge 0-0-41 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.17 8-14 >571 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 VeR(CT) 0.15 8-14 >673 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Hoa(CT) -0.00 2 n/a rVa BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 411b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP NG.3 REACTIONS. (size) 2=0-3-8, 7=0-4-0 Max Holz 7=-130(LC 8) Max Uplift 2=-363(LC 10), 7=-484(LC 10) Max Grav 2=342(LC 19), 7=543(LC 1) FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 3-4=-225/486, 2-3=-218/388 WEBS 4-7=-302/613 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purl BOT CHORD Rigid ceiling directly applied or3-10-4 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ; porch left and sight exposed;C-C for members and forces 8 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 nonconcumenl with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf an 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (011h) 2=363, 7=484. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P.nmi PE Nbl2M farm USAIne FL Ced B604 6904 Parke East Blvd Tampa FL 33910 Date: April 6,2020 ®WARNING-Vedllydesign parameters and READ NDresoNruts ANDINcLuDwawiREFERENCEPAGE MI-7473-1fass"015aEFOREUSE Design vxW for use only wim MifekW cotmestors. This design Is based only upon parameters shevm, and Is for an individual building component, net ��• Wss system. Before use, the banding designer must wrify Me appusubillty of design parameters and property Montanans this design Into Me overall behingdesign. Bradr, Indicated is to prevent buWing of indvdual""Web andlor chaN members only. Additonal temporary and permanent brad,, MiTek' Is always required coll for stabilit, and to preventapsesrth possible personal injury and property damage. ForgenemiguidarIma ardingthe fabrieaton.storage, cannery, emNon and leasing of trusses and truss systems, use ANSMI1 Quality Criferla, DSB49 and Goal Building component Sarerylnront atlon aver lable been Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314' 6904 Parke East Blvd. Tampa, FL U610 Job Truss Truss Type Oty Ply=LOT3(2RSTONE T79901800 2309405 M3 HIP TRUSS 1 (optional) Builders Flrssource (Plant City. FL), Plant Oty, FL- 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Apr 6 11:42.42 2020 ID:6gDIOH2OVegl NkisxcNemzyuULB-0L9MmbiEgCFhcwkETPweScger77x9vL aSNly 3 -_ _ 10-0-0 114-0 Scale =123.5 4.6 = 4 4,6 = 2x4 = 2x4 It 3-0-0 7-0-0 8-0-0 10-0-0 3-0-0 4-0.0 1-8-0 1-0-0 Plate Offsets (X,Y)- (2:04-00-0-41 LOADING (psf) SPACING. 2-0-0 CSt. DEFL. In (loc) Itdefi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.14 10 >725 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 SC 0.65 Vert(CT) -0.12 10 >858 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.11 Hom(CT) -0.00 2 ma We BCDL 10.0 Code FBC2017rrP12014 Matrix-MSH Weight: 401b FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 8=90(LC 7) Max Uplift 2=426(LC 8). 8=-541(LC 8) Max Glary 2=438(LC 17), 8=610(LC 1) FORCES. (lb) -Max. Comp/Max. Ten. -All tomes 250 Qlf) or less except when shown. TOP CHORD 4-5=-451/399, 5-6=-347/286, 3-4=-370/341, 2.3=.4391369 BOT CHORD 2-10=275/372, 9-10=-275/370, 8-9=-270/363, 6-8=-2581363 WEBS 5-8=-077/355 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.8psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantileverleft and fight exposed ; porch left and right exposed; LumberDOL=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 nonconcuni with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=426, 8=541. 7) Girder carries hip end with 3-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb dawn and 441b up at 7-0-0, and 71 Ito down and 44 to up at 3-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-7=-54, 3-4=-63(F=-9), 1-3=-54, 11-14=-23(F=-3) Concentrated Loads (lb) Vert: 4=-41(F) 3=41(F) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE No]2N9, MTek USA Inc FL dirt 6634 6904 Parke East Blvd: Tampa FL $3610 Date: April 6,2020 AWARNING•Verl/y deslgnparartwrers and READ NOTES ON TNIS AND INCLUDED MITEN REFERENCE PAGE MII.7473 rev. 10N342015BEIORE USE. ' Design valid for use only with MlTeM ounnealore. The design is based only upon parameters shown, and as for an individual building aomponent not a muss system. Before use, the bending designer must verify the app6oshiety of design parametae and propedylnmrpotate this design Into vie overall bvildingdasign. Emcimbdicaledistopmventbuakf gofindivldualmusswebanNorMoNmwnbmeaniy. Additlonaltemporary and pmmanentbradng MOW always requiredsta fnrbildy and to prevent wllopsewM m ipossible pernal Injury and pmpedy damage. For general g rdaroo regarding the fabdaat.s.average, deliveryerection and bracing of muses. and areassystes, msea ANSVI Quality Gravid,DSB-89 and Bear Building Component m SefelylnfarUlan available fiord Truss Plate Inalitute, 218 N. Lee Street Suite 312. Alevandda. VA 22314. 6904 Parka East Blvd. Temp., FL W610 Job Truss Truss Type pry Ply LOT 3/2 WATERSTONE 2309405 PB Piggyback Truss 5 1 T19901801 J bRf (optional) ,.,e.e (r,a„wny, rL), r,an,.C;i , rL-35567, as = B.zau s mar 9 2 x u Nu I ex Industries, Inc. Mon Apr 6 11:42.43 2020 Page 1 ID:6gDIOH2OVegi NkisxoNemzyuULB-sXik wjsbVWE4J017Rl7gNy_XU7uNEgp57JV22TS5W 3x4 = EMW Scale =1:9.0 �d Ib Plate Offsets (X Y)— f3:0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.05 Vert(LL) Na - Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) me - nla 999 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Flom(CT) 0.00 5 me rda SCOL 10.0 Code FBC20171TP12014 Matrix-P Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. All bearings 4-8-0. (Ill)- Max Horz 1=41(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 1, 2, 4 Max Grav All reactions 250 Ib or less at joinl(s) 1, 5, 2,4 FORCES. (Ib)-Max. CompJMax.Ten.-Allforces 250(Ib) or less except when shown. BRACING - TOP CHORD Structure] wood sheathing directly applied or 4-8-0 oe pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=5.8psf; h=15ft; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 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 346-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Finn, Walter, 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. Walter P:Flnn PE N622639. MTak USA; Iris FL Cert 6934 6904 Parke East Blvd. Tampa FL 33610 bate: April 6,2020 A WARNING- w0fydesignPmamaten Mo READ NOTES ON TNISANOINCLUBED MITE6 REFERENCE PAGEMIId473rev.'W0=015BEFGR£USE Design valid for use only solo MTet® com aptors. This design is based only upon parameters shown, and Is for an individual building camp oset, net �• a truss system. Before use, the building designer must verily the applicablliry of design parameters and propedy (Momenta this design Into the oveal buildingdealgn. Bracing Indicated is to prevent Maligns ofindhodual now Web andfor chord membersonly. Additional temporary and pperposed bracing MiTek' Is afeaya repu'ved for stability and to prevenlmlgpse Wain possible pemnal injury and properly damage. Forgmrersl gukanca regarding the fabrication. storage. dninony, postmen and bracing oftrwaes and load eyslans,sae ANS&`rPII Quality consul, MR49 and BCSI Building Component Saletylnfwmaflon available frcenTruss Plate Inattute, 218 N. Leo Street, Suite 312, Alexandra, VA 22314. 69" Panne East Blvd. Tampa, FL U610 P Job Truss Truss Type Oty Ply LOT312VIATERSTONE 2309405 P01 Piggyback Truss 2 1 Job Rf (pt(optional)T19901802 men Npr o 11:9z.9 2U2u Page l ID:6gD10H20Vegl NkisxoNemzyuULB-KIGBBGkUMpVPs Ducbgz6X1w7ixgEdgU_21ss1UzTS5v 4x6 II TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-" OC. MAX. ytq = TYPICAL. 2.4 = Scale = 1:9.1 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. In (fee) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ved(LL) n1a - rda gg9 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999, BCLL 0.0 ' Rep Sixes Incr YES WB 0.00 Horz(CT) 0.00 5 We n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: ll Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. All bearings 4-8-0. (Ib)- Max Horz 1=-37(LC 8) Max Uplift All uplift 1001b or less atjoint(s) 1, 2, 4 Man GMV All reactions 250 lb or less atjoint(s) 1, 5, 2, 4 FORCES. (Ib)-Max.Comp./Max.Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf, h=151t; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 21 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s)1, 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Finn, Walter, 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. Walter Pi Finn PE Ro22839, MTTek USA; Inc. FL dirt 6634 6904 Parke East Blvd. Tampa FL 81810 Date: April 6,2020 AWARNING- VergroroalgaparameronandRE40110IE50N This AND INCLUDEDMREKREFERENCE PAGE M11J473rae fd031011BEFORE USE • Design valid for use only with MTek® connectors:. This design is based only upon parameters shoan, and d for an individual buadng component not Wes system. Before use, the building designer must verify to applicability of design parameters and poperly incorporate the design Into the overall buildingtleslgn. Baringindcatedisdopreventbuddingoflndniduattosswebandlmchardmembersonly. Add in alrompmaryandpe,manestbadrg W ro aMiTek' stability and atwari ev Natured prentcoaapsevdlb possible personal injury and popedy damage Forgers Iguldaeoamanfing Me fahticafian, eloa9e, tlelivay, erecgan end bracing of busses and bursa ariteme, aeo ANSUTRI Duallfy Cnrede,DSB-99 andIMS1 Building Component Sefefylnrormaf/ovao alablefom Truss Plate InsgWro, 218 N. Lee Street, Suite 312, Alevandtla, VA 22314. k fi9p4 Page, East B East FLPage,lvd 36610 Job Truss Truss Type Oty ply LOT 3/2 WATERSTONE T19901803 2309405 R3 JACK -OPEN TRUSS 2 1 Job Reference (optional) nunoers Pirstsource (Plant ury. FL), Plant ury, PL-33567. 1.5x8 STP = 8.240 s Mar 9 2020 MTek Industries, Inc. Man Apr 6 11:42:45 2020 Page 1 ID:6gDICH2OVeg1NklsxoNemzyuULBawgUOc1677dGTNTp8YUL4FSDXKAsMHj7GPcPZxzTS5u scale -1:12.6 Plate Offsets (X Y)- f2:0-240-0-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 2-0 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 2.4 >999 180 BCLL 0.0 Rep Stress Inor NO WB 0.00 Hom(CT) -0.00 3 Na We BCDL 10.0 Code FBC20177TPI2014 Matrix-P Weight: 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (sae) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=131(LC 8) Max Uplift 3=-89(LC 5), 2=-279(LC 8), 4=-41(LC 4) Max Grew 3=106(LC 1), 2=244(LC 1), 4=117(LC 3) FORCES. (Ib) - Max. Comp-IMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-2-3 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.fipsf, h=1Sit; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Enil., GCpi=D.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSInnal 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 pat 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 other members. 6) Refer to glrder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (it -lb) 2=279. 8) "NAILED" indicates 3-1 Oil (0.148"x3") or2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 491b up at 4-1-7 on top chord, and 551b down at 4.1-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-0=-54, 2-4=-20 Concentrated Loads (Ih) Vert: 3=53(F) 4=-28(F) 5=49(F=25, B=25) 6=23(F=12, B=12) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE N622k39' MITek usk, Iris FL Cart 6634 6904 Parke East Bird: Tampa FL 331110 Date: April 6,2020 ®WARNING-VenydeaignparamscomeNREADNOTESONMISANDINCLUDEDMPEKREFERENCE PAGE MIld47arev.laNYp1SBETOREUSE sas Design valid for use only wiN Mmek®mnnectors. TNs dwgn Is based only upon parameters shown. and is for an individual building component act ��' a Was sydem. Before use, Ne building designer must vady Me applicability of design pammetem and property inmmarate Nu dwgn Into meowma buildingdeaign.B.drgindiratedislopreventbucldingofindMdud WambanNorcoMmembesoniy. Addidond temporary and permanent bradrg ' MiTek' !ways requbed for stabilityand to prevent collapee Width possible personal Injury and pmpeM damage. Forgeneraigodanceregardig0m, fabrication, stamps delivag erection and bracing of Wsses and buoaspte,ns. sea ANSNPIIOuaIIry LrIMle,OSa-89 and BCS/Bullding Component Sefetyfalcrmation ova table from Truss Plate Mettede, 218 N. Lee Sbed, Sidle 312. Ateasndda. VA 22314. 6904 Palle East BIM. Tampa, FL 36610 Job Truss Tnts. Type oty Ply LOT 312 WATERSTONE 2309405 R7 JACK -OPEN TRUSS q 7 T19901804 Job Reff p0 11 6.24u 6 Mar 92020 MiTek Industries, Inc. Mon Apr 6 11:42.46 2020 Scale =1:22.8 d, fi exo — NAILED NAILED NAILED Plate Offsets (X Y)— 12:0.1-4 Edne1 t5:0-0-2 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Ved(LL) -0.26 5A >448 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Ved(CT) -0.51 5-8 >231 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.01 5 n/a n/a BCOL 10.0 Code FBC2017fTP12014 Matrix-MSH Weight: 43111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Hoe 2=240(LC 8) Max Uplift 4=-195(LC 8), 2=-21 O(LC 8), 5=-17(LC 5) Max Gmv 4=195(LC 1), 2=443(LC 1), 5=304(LC 3) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-866/391 BOT CHORD 2-5=-472/859 WEBS 3-5=-871/479 BRACING - TOP CHORD Structural wood sheathing directly applied or 53-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M Be bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Bpsf; h=15ft; B=45ft; L=40f; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord We 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-" 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 100111 uplift at joint(s) 5except (jt=lb) 4=195, 2=210. 6) "NAILED" indicates 3-1 Old (0.148"x3") or2-12d (0.148"x3.25") toe -nails per Nos guidlines. 7) In the LOAD CASES) 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 (pill Vert: 1-4=-54, 5.6=-20 Concentrated Loads (lb) Vert: 9=49(F=25, B=25) 10=32(F=16, Bat 6) 11=-103(F=.51, B=-51) 12=23(F=12. B=12) 13=-10(F=-5, 13=5) 14=-50(F=-25, B=-25) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE N622M kiTek USA Ina FL Celt 86U 6983 Parke East Blvd. Tampa FL 33610 Date:. April 6,2020 ®WARNING -WWI, design jam—mrs ondREAD NOTES ON MS AND INCLUDED ANNSC REFERENCE PAGE M1ANl3 f49Y2e15 BEFORE • rm, USE Dmign valid for use omy with Walks mmectars. TN. dams. 1. based amy upon paronatem almm, and Is for an individual binding comport not a buss system. Before use. Me building designer must vedy Me applicability of deagn parameters and properly Inmrparats No dealgn MM the overee buildingdeslgn. Brady indlrstedisbpreventbudhgot hdWdualbusswebenN.1boNmembersony. Add,tomltempmaryandparmanmtbmdng Is l MiTek' allays relueed toa r staWdy and prevent hroo WM ppeaible personal injury and pmperymge daaForganamlguldameregarEbg Ma fabdcatian. Wmaga,ddivery erection and bracing of Buse. and lease eyatams,... ANSYTPIi Quality Cmada, DSBA9 and Best Building Component Saloylnfmmeflon available eaTruss Plate Instate,210 N. Lee sheet Suite 312, Alenandda. VA 22314. 690E Parke East B eat Blvd. Tampa,rk Job Trss Type Qty Ply LOT312WATERSTONET19901805 2309405 =VR7 JACK -OPEN TRUSS 1 1 Job Reference (optional nee l=m ..ny,Man! City. Pi-- 3+3eq a.LAu a fear 9 ZUZU MITek Industries. Inc. Man Apr 6 11:42:47 2020 Pagel ID:6gDIDH2OVeg7 NklsxoNemzy UL134IyFPImMfktjhdBGZWp9gYUeB13g350kj5WepzTS5s n-1a1n suoi 9-10.1 1-10-10 51 4.10.1 NAILED NAILED d. 14 C NAILED E d NAILED 3x4 0 NAILED NAILED 13 424 12 NAILED 4x6 4 NAILED 3 12 5 16 NAILED 7 NAILED gag x4 It NAILED 2.48 12 4x6 Seale = 1:22.6 p5 Plate Offsets (X Y)— 12.0-3-5 0-0-121 LOADING (WQ SPACING- 2-0-0 CSI. DEFL. In (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.13 6-7 >922 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 HoR(CT) 0.02 6 Na n/a BCDL 10.0 Code FBC2017/rP12014 Mamx-MSH Weight: 42 lb FT=20% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-3, 6=10echanical Max Hom 2=240(LC 8) Max Uplift 4=-1518), 2=-206(LC 8), 6=-73(LC 5) Max Grant 4=159(LC 1).2=443(LC 1), 6=298(LC 3) FORCES. (Ib)-Mare. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=1166/419 BOT CHORD 2-7=-497/1097, 6-7=502/1117 WEBS 3-7=0/255, 3-6=-1081/480 BRACING - TOP CHORD Structural wood sheathing directly applied or5-2-10 oc puffins. BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vii 60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.8psf; hail 5ft; B=45ft; Lzi eave=5ft; Cat. II; Evil, C; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joinl(s) 2 considers parallel to grain value using ANSlrrPI i angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 6 except tilt=16) 4=150,2=206. 7) "NAILED" indicates 3-1 Did (0.148"x3") or 2-12d (0.148"x3.25°) tee -nails per NDS guidlines. 8) 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 (pin Vert: 14=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 11=49(F=25, B=25) 12=32(F=16, got 6) 13=406(F=-53, B=53) 14=23(F=12, B=12) 15=10(F=.5, B=3) 16=-52(F=-26, B=-26) This item has been electronically signed and sealed by Finn, Walter, 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. Walter P. Finn PE N622939 NITA USA; Inc FL Cert 6634 6904, Parke East Blvd. Tampa FL 33610 Date: April 6,2020 AWARNING-Vo4fyd-19g paramete1--dREAONOTES ON MSANDINCLUDEOMRECREFERENCEPAOENI-7473 e, fg9niuMBEFORE USE ' Deli valid far uea onlywiM MRek®mnnecone. This design is based only upon parameter, grown, and Is bran individual building wmponent, not a buss system. Before use, the building designer must verify Me applicability of design parameters and properly incou"rate Nis design Into Meoverae building design. Bracing laftnedistopreveattive,ri individual Wsa web andlar troth membaccur. Addltionaltempon, and pe,manentsverq MiTek' Is always mounted esweblliy end ro preventoollaaftpse possible personal i and property damage. For general guidance regarding Me fabrication, stpmge, delivery, erection and bracing of busses, and true,yatema, see ANS!/rPif Quality 6rited , Wei andli Building Cemponent San yinfarmeUon available fain Taas Plale lnegtute, 218 N. Lee street, Suite 31$ Alerandi VA 23314. 69N Parke East Blvd. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION J4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-yT16' I For 4 x 2 orientation, locate plates 0- yig' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or by text in the bracing section of the output. Use Tor I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 64-8 I I dimensions shown ixteenths (Drawings not too scale) JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-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 or x-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 busses. 4. Provide copies of this (was design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. fi. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 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 consideratian 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 (hat specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.