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Home My WebLink AboutRevisions; Changed ElevationM' o ct nsE ONLY: REVkRION PERMIT* �' 1 a � - L381 RECEIPT M ,♦.- y la ApAr,kTR .em dJ.... a .i i`3'::.: • �y PE F 'Q'i. s StLuc Per ie �_ CONTRACTOR INFORMATION' ARCMnCTAMGIi+:C' EL2 INFORMATION: FAX: WA accc. 91231,09 Revised U613U11 i Rvl:slyN Hatch Leqend TRUSS END DETAIL PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04-28-21 ELEVATION REVISION 06-11-21 NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS TYP. RIDGE CAP ✓k ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 24 CATS ® 24. O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL , 1: .. V. J 4_ W. DIA i I r � r i NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF TYP. ROOF FLASHING DETAIL N.T.S. Moisture ban not shown 4lOaX+ orrt�P SPFlelf fd .Lo61rvMN �. MnM t L �. •S � PBrcsatdaleatli . PII NFIaroM1, ¢'lI15N84j/li%� Nt ml S,bWlkid. F tB FtlAf3. WM pIIII f, YtAOr If0j I1 ) (if,,) Y ," me Ii, alrvr wx.lr IX. IIID IC , nu z Kw i1 �- rtell>( TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER a: EDGE STRIP DEFINED AS THE LESSER OF IOX ORFHGTADBIOT BUILDING LEAST � HORIZONTAL NESPAN $ OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FF. NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS. O :liII ��I I"1714,811V (D DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) D14PHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 2R 2N ZONE JE1JR PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE I INTER. LOCA71ON PANEL GRADE THICKNESS SPACING REMARKS ROOF APA R47ED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL SPAN RATING 40120 19 32" 24" 0/C MAX. SHANK 6' 0 C SHANK 6" 0 C SHANK 6' 0 C SHANK 4" 0 C SHANK 4' O C SHANK 4" 0 C SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN APA RATED SHEATHING 8d RING- 8d RING- 8d RING- NAIL CORNER STUDS EXT. WALL EXPOSURE 1, OR EQUAL SPAN RA77NG 40120 19/32 16" O/C MAX. SHANK 4" 0 C SHANK 4' 0 C SHANK 6' 0 C AT 4' 0/C MAX. TYPICAL BLOCK FREE EDGES APA R47ED SHEATHING 8d RING- 8d RING- 8d RING- INT. WALL EXPOSURE 1, OR EQUAL SPAN RATING 32116 15/32 16' 0/C MAX. SHANK 6' 0 C SHANK 6" 0 C SHANK 12' 0 C BLOCK FREE EDGES RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0,280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF NAILING IS IDENTICAL FOR ZONES 2 & 3 TRUSS CONNECTOR SCHEDULE FASTENERS PER STI AP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 10d x 1-1/2' - 990 1980 335 670 245 490 TC-2 IA14 ) 10d x 1-12' - 1205 2410 335 670 245 490 TC-3 HTWM16 (8) 10d x 1-1/2' (4 1 4' x 1-3/4' WAB. 1225 - 1225 - 1225 - 7C-4 HTA16 9 10d x 1-12' - 1870 2430 710 1310 270 12f5 TC-5 HTW20 (20) 1Od x 1-1/2 (24) 10d x 1-1/2" 1530 - - - - - 1) ALLOWABLE SCREWS AS LOANS ARE SPECIFIED BY BASED ON USP CATALOG MANUFACTURER. 4) TAPCONS 2015-16, 2) BLDR MAY SHOULD BE LOCATED USE LONGER STRAPS AT THE FwmrSr OF SAME POINT FROM TYPE SPECIFIED. THE TOP OF 3) USE GALVANIZED THE BEAM. NAILS OR WOOD 9'-4" A. F. F SQUARE CUT OVERHANGU w/2X4 LEVEL RETURNS 12 6 F7_,,__� w d `L J d J w w 3 KLL J W z N LL � O Q a m m � � O � L a _- 4418 c rn c Mn c fO T zt w c a aM 2 co OA S N L_ M1 }, N t MO = C y N � p aj 0ld •(n aM C > (2v W aA 'O ` „TO ro o c a Mv-a�� :5 rco V N . E O ca W O = E O v>2S(5F-O O) C n o o � O $to ZCL 5 0�j W REVISION __,�i cucrn v 2iO4 63p( REVIEWED FOR CODE COMPLIANCE 1/4 ST. LUCIE COUNTY/ /Z BOCC oq 2 Z O A-T Ce 2 m Ln 2 Ln LU ce ce W H J w 6 U ?3 w CYN C) U FL Q J OJ w = 1'-O" U.N.O. TRUSS PLAN A-6 mw -19 PROJECT LOG ISSUED FOR PRE -CON ISSUED FOR PERMIT #04i ELEVATION REVISION METAL ROOF OR CONC. ROOF TILES, TYP. I I I -- ---- ----------------------- D.P.= +33.4 PSF -36.3 PSF 6'-0" SMOOTH STUCCO _ BANDS, TYP. CONC ROOF TILE, TYP. I I I I I I I O D.P.= +29.9 PSF -37.7 PSF 12 6 ■ D.P.= +33.4 PSF -36.3 PSF MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. �II �- DECORATIVE STUCCO LOUVER 10'-8" T.O.B.B. 9-4" T.O.B.B. 5/8- THICK MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. --------- - _ ---34.7PSF ------ 0'-0_FIN. FL. SLAB D.P.= +31.9 PSF -34.7 PSF FRONT ELEVATION - TRADITIONAL W/ CONC TILE ROOF UD.P.= +28.4 PSF G -31.2 PSF MEDIUM TEXTURE DECORATIVE CEMENTTTOUS FINISH ON BLOCK WALLS, TYP. OH D.P.= +31.9 PSF -34.7 PSF I I I I I I REAR ELEVATION I I I -0" 10'-B" T.O.B.B. 9'-4" T.O.B.B. 0_ - FIN. FL. SLAB ST. LUCIE C( BOCC REVISI FILE COPY 10'-B" T.O.B.B_ 9'-4" T.O.B.B_ PROVIDE BASE COAT CEMENTITIOUS MATERIAL PRIOR TO METER INSTALLATION W d a W J N u#i w LL J Q dd' 0 -J m a � o Q a y ft) O C_ Q1 J- C T W 0 C 7 : O N _ fU d d Vf L_ L fo _ O C In 3 d Ol` > LD d vN o a co Ki o cm aci E o o E o G C O t = °! Q'' cfg O O an C O Ln CCU, Ur vi N L Hw- -0 O 8 f°v 0 [a] t Z O b i2 rn fie J m 2 W ce O w � z ICI W Z w � � 7 W F- 0 Q u J OJ W 2: Ln 1/4" = 1'-0" U.N.O. D.P.= +31.9 PSF -34.7 PSF ELEVATIONS ",.1,. 0'-0" FIN. FL. SLAB ------ _------------------------- ------------ — A-3 LEFT ELEVATION - TRADITIONAL 1 mw=19 n __ LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2047 946 872 340 81734-113/1T 2 4'-4" 6406 0 4033 0 8F14-lB/lT 3 5'-4" 5365 0 2290 0 8F16-iB/iT 4 7'-6" 2661 130 1634 97 BF16-i9/lT 5 7'-6' 2661 1 120 1634 90 8F16-iB/1T 6 6'-8' 3581 355 3581 247 8F16-lB/lT 7 4'-0" 6113 210 3079 82 8F16-lB/iT 8 7'-6" 6472 946 3508 330 81732-113/1T 9 7'-6" 6472 0 3508 0 8F32-lB/lT 10 13'-4" 2883 0 1321 0 8F32-lB/lT 11 10'-6" 1533 423 914 275 8F16-iB/iT 12 9'-4" 1843 210 1133 82 8F16-113/1T 13 14'-8" 1370 217 519 75 8F16-iB/iT 14 7'-6" 2661 271 1634 95 8F16-lB/lT 15 7'-6" 2661 946 1634 330 8F16-iB/IT 16 3'-6" 6113 423 3547 275 8F16-18/iT 17 5'-4" 5365 840 2290 211 8Fi6-iB/iT 18 4'-0" 6113 423 3079 275 8F16-1B/1T 19 4'-0" 6113 423 1 3079 275 BF16-lB/lT ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR N07E INSTALL PER. MFR. SPECIFICATIONS SEE PLAN CONE. MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL A5 CONNECTION DETAIL PRE—ENG. WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP HDPT2 OR HDPTQ FASTEN TO WALL W/NAILS PER SCHEDULE AS READ. FRAME BEARING WALL ELEV. STRAP DEL. TOP PLATE TO STUDS W/ "USP' SPTH 4, 6, OR 8 U-STRAP TOP PLATE AND DOWN EACH SIDE W/ (6) 10d NAILS (TYPICAL) W/ WOOD STUDS ® 16' O/C (PER PI mmf SOLID BLOCKING 0 4'-0' O/C VERT. MAX. STRAP BOTTOM PLATE TO STUDS W/ "USP' SPTH 4, 6, OR 8 U-STRAP BOTTOM PLATE AND UP EACH SIDE W/ (6) 10d NAILS (TYPICAL) 5/8" WEDGE ANCHORS ® 24" O/C AND 6" MAX. FROM OPENINGS 6 W/3"x3"xl/4' STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 21 4 61 8 10 12 8d 2201 440 6601 880 1100 1320 10d 2651 535 8001 10651 133,3 1500 CONNECTION DETAIL Teyl:7owli c71 (J) i 6D TYR 1 D14GONAL BRACE RE 4'—O' 0/c, T1P. 2x4 LATERAL I (p) ® 4'—O' 0/C, Fd TRUSS REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/20 TEE —BRACE AT EA. VERT. MAIL W1i6d NAILS 0 8. 01C AT TEE BRACE (w) CONNECTION DETAIL TRUSS TOP CHOI NAIL SHEATHING PER DIAPHRAGM CONT. FASCIA BC 20 LADDER AT (8" MAX- O.H.) 20 CONT. LADD 8' O.C. TO TOP ll,,,,. w, ,,,vw WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO TRUSS. SEE TRUSS ENGINEERING DETAILS FOR TRUSS CONNECTION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T L - NOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP TYP. 0 WALLS 8U8 8F16-OB/1T CONT. CONC. OR MASONRY TiE BEAM SEE TiE BEAM SCHEDULE A. �I• •I 7-5/8" ACTUAL _19" NOMINAL HEIGHT :i 8F16-iB/iT 8F24-OB/lT PROJECT LOG ISSUED FOR PRE -CON 04-13.21 ISSUED FOR PERMIT 04-28-21 #5 REBAR AT TOP 1 ELEVATION REVISION 06.11.21 MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. I l:Tdlll #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) 8F30-iB/iT BOCC FILE COPY w a w 4c J a w a 3J KLL J Ln 7 y � J Z 0 m z a Q o O Q o t a t td �O SC R -0 Ln to T g c 0 w x an) s L c c = v co m 3 0� rn'+� .( v v ` ro c a� J 0 -0 o fl EE Q Y3 5 o m $ E' E -0 fl p -G c o d $ s F O . N 0 a Hsi✓ vi Lu 0 c� j ]L O $ a -0 � ME2 c� v 0 En =1 f •, LIJ f • ot, 0 n • Lo _J IL Z L3 O O O U UJ i--i �,' O U J � Q � 1 U) STRUCTURAL PLAN A-5 A0 mw m 19 R-40 BLOWN -IN INSULATION AT ALL A/C AREAS IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS FINISHED CEILING OPT. 2x WD BLOCKIN EACH SIDE OF I FOR MOUNTING 2x MTL STUD'- TYP. FINISHED FLOOR jN"11 '1r" I` s I N E CAB INET DELETE CERAMIC SOAP DISH IS MASTER BATH ONLY U VALUE SHGC TYP. WINDOW IMPACT .62 / .25 VERTICAL HEIGHT SEPARATION IS 8" 0 ip I � 12" IN. AC CONC, PAD DETAIL N.T.S. WASHER DOER 28-1/21 SPACE _Z_ — - DRYER VENT LOCATION FRONT VIEW WiIV 6:9[ 0111N1 (4) 20 METAL STUD FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE DRYER VENT — L 40 �I 10'-8 7110 9 -4 T.O.B.B. LflIIII1CIH ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 8'-0" IN ALL SHOWERS 3. FIBERGLASS BOARD OR DUR-O-ROCK TO B'-O" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT ALL WINDOWS. CALCULATIONS TOTAL U/A 1811 S.F. COVERED ENTRY 117 S.F. COVERED PATIO 234 S. F. GARAGE 583 S.F. TOTAL AREA 2745 S.F. — — — ------at • o N O 2 4 BEARING WALL - OPENING 8'-0" A.F.F. 10'-Q" 12'- ° RANGE W MICRO ABV. 15'-0' I i 2' 0' S E STRUCTURAL 11'-2' — — — — — ca o — °o CABINET KITCHEN m DINING 1' 335"K57" e6• I 0 10'-8" CLG. DBL SINK W/ DSP. REFI ® i 0 II DW I�0 I I BEDROOM 3w I I �--I-----_-� ® m -- ° -- � I 9'-4" CLG. 2' u COUNTER ®36' AFF 2� � e is -or O M m N ii N PORCH I N s'-a' 4'-e 2'-0° 11'-s° -o' 9'-4" CLG.. I I PAVERS CO PATIO FOYER B I®_ - ---- T I . 0'-8" CLG. 4'-0' 16'-10" °" a 5'-0 1/2' 3'-51f 10'-8" CLG. a 3'-6' 6'-0° 3080 T DR • a I Z o A4 I y ` GREAT ROOM A- J PAVERS CON 10 -8" CLG. cYo BR OM ® w 16070 OHD OA zj ® i I � s'-4" c G. UTILITY;, _ N 2880 I 1 o 9'-4" CLG. I FLAT H 0 0O \ M I z'- • 5'-8" S I _ m \ 8 0° 5'-0' L/A DOOR W RABBICTTED 42E AFF rr ` JAMB OVERSIZED10Q WEATHERSTRIPPING m L_I N 2880 AND SELF-CLOSINGTWO BAY GARAGE OR52° 680II LOPT. HINGES I's0' 3' 2' 2'-0' 3'- TH 2 ffiR ' L--- ----------------J90'-0" S-8' • R& S 108 X 52° MIR OR O k o LINE OF OVERHEAD DOOR IS-8" 1'-4' N 8-6' SPACEoM N I I N v _ 6080 BP 9._Qe L — N I N <o LIN.� 8'NN 5MASTER 6'-8' x c M z i 5.. �H a BA BEDROOM 2 "v MASTER SUITE F R-11 BATT. INSULATION O9'-4" CLG. I N 9'-4" CLG. c GARAGE DEMISING WALL 3 6-0° SMOOTH COAT N 4'-6' I STUCCO FINISH EXCEPT AT DRYWALL ® O ] SILL ® 48' CHANGE IN o " WIC' CLG. HGT. X 54° FRAM SOAP-,' NICHE PROVIDE A 2' STL BOLLARD W/ x 6 x 3/8" - 15'-0" I 8'-6' I TE F.G. W pS 3'-0' o - 13'-10" [O](� BASE PLATE ATTACHED TO SLAB / (3) 3/8"0 rl, WA.B W/ WASHERS 4' LG. FIELD VERIFY " Ey,H LOCATION TO PROTECT NH PER F.B.0 Emm Or ®111111112111111111111ill IIIII®I. a FMUMTMTFNTffmllllllllllllllllllllloillillill.iiiiiiiiiillillillillI Z TYPICAL FRAMING 16' 0 160 O.C. — - Z a [3 o J a o o 0 Ld i N N W FINISHED FLOOR w w 3 C, 0 =w U d LI o� w W SOAP NICHE n 77 (2) /10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING -SEE (� TYP. WALL SECTION 11 CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24' O/C 25 GAUGE CHANNEL SHAPED STUDS 24' O/C W/1 FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY & ATTACHED W/ 10 LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12° O/C CONC. FLOOR SLAB HIL71 PINS .1450 DIA x i' LG. 0 16' 0/C W/ 1' WASHERS INTERIOR PARTITION 3/4" = P-01. 6020 FG (TEMP) HEAD 0 8'-0' (2) /10 S.M.S. 70P & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA END 25 GAUGE CHANNEL SHAPED STUDS- (2x4 STUDS 0 16- 0/C) (2x6 STUDS 24' 0/C) W/1 FULL LENGTH LAYER OF O 1/2• TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1 " LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' 0/C CONE. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL77 PINS .145' DM x 1 • LG. W 16- 0/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0' J SH (Tl TEMP FRAMELESS GL W/ CLIPS 1/2" WALL CAP-� MTL FRAMING —� KNEEWALL W/ DRYWALL FINISH THIS SIDE OSHI35 (Fa ES'. TOP OF KNEEWALL PT 2X TOP PLATE & 1/2 ' PLYWD & 1/2' NON ASBESTOS FIBER CEMENT BACKER BOARD KNEEWALL Wf NON ASBESTOS FIBER CEMENT BACKER BOARD ON SHOWER/TUB SIDE & TILE FINISH _ cam. o ROMAN SHWR PT 2X SILL PLATE `L ` w/ 1 /a . rAP Ns & L L L L L FENDER WASH R TO SLAB L L L L L L LLLLLL- ' L TYP. KNEE WALL SECTION `= PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04-28-21 ELEVATION REVISION 06-11-21 uw a S W DI J N m W W a J LL J Z w 3 mW G z N J LL z a Q o ° O Q o I£ tEVISION uj FLOOR PLAN ^\ F A-2 � - i I t Z 0 b R ce Lu Ln Z Ln ce 0 FH LL REVIEWED FOR CODE � COMPLIANCE Z ST. LUCIE COUNTY W � o 0 BOCC � W FILE COPS GJ � u. VINYL000Rra =rEiaN C@ w / A 1,17_� ! Product Submittal Sleet "priorp com 5',0 JN 7tin Racc 105. 477 6464 Clarinvs ei n Lm. ;h. Su l''ys r,'s L-C J Man Fzoicsi 3.K, 5.477 411 W ! 3sofllt Vents tcntin.mu one piece Sbfft Vent with reinforcing rib to key into stucco Ramp palter Vent Clips,>•reprovlded to con nett Su111r Ve no and to assist in alignnv nt Vsnt area 15 e quail nornes par lineal it. [.conk all lne soctlen6,buttjoinly, ends and carriers at time of Installation�kAof' . Product Submittal Sheet VINYLol A YnIAW a? vPryloorp tom o0o dW fgt, Place305-ar 64 Owl )VOW�3�EII��y'*ylA� ClarkvtestrrnDl-ichc diib4'stenpi LLC vior, f•Inda. 3516 K:p./tr. t1 CS Mid Wall Control ,Joints Designed to relieve r tras5 and aeist in controlling csarAs m ektenor wall finish Intersections of Ts available. US Patent Nllmbe.r 7, 757,450 Caulk all intersections, butt Joints, ends and corners at liens d installer ... c ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2745 (SQ.FL) x 144 = 395,280 SQ IN. / 150 = 2,636 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (176 LF) VENT = 2,640 SQ. IN. TOTAL NOTE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024. 0/C TYPICAL W/APPROVED C4LV. TRUSS ANCHORS EA END SEE PLAN/ ELEV. 3 GALV. MR. DRIP ON 1X2 P.T. 2x6 PAINTED TEXTURED SPRUCE FASCIA CEMENTMOUS FINISH ON METAL LATH—' W/ 3' CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FIAT SOFFIT) CEMEMNTITIOUS FINISH OVER 8' COAl BLOCK — NOT TO EXCEED 5/8' THICKNESS R 4.2 BETWEEN STUDS 0'-O" FIN. FL SLAB au 12 6 15 INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5/8' DRYWALL OR 1/2' '70UGHROCK" OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. 8'x16' MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONC. CONE. METAL POUR STOP 1/2" DRYWALL IX2 P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE 001810,11111ill MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS • :• •..� <, f . ,,.��1�111111��r I I I I I I I I I I I I.I I ■ I I.I I.I I•I I.I I ■ ( I ■ I I ICI -E� STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) Il Ism PLIPOM�I0I ERI0IP' ■1■CC� TYPICAL INSTALLAI-iLlIN WINDOW ASSEMBLY ■CONTRACTOR TO APPLY TO ALL SIDE OF MASONRY OPENING INCLUDING HEA AND JAMBS PER FBC 2020 R703,4 FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE CAULK Y WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO .MARBLE SILL MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN fit_ _.. __... ._ CONCRETE SUBSTRATE PER MAUUF, SF ..� a =DECORATIVE MORTAR ORGROUTin ll a T SILL IN FULL DRYWALL ' ' Y - . aRTAR BED AND HEAD JOINT TUCCO OR p ,.. CEMENTITIOUS a % COATING • ' �, 3/4' FURRING TO a. �.; 8' C.M.U. MASONRY WALL a PPE ChAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 0 D.P.= +31.9 PSF -34.7 PSF 5/8- THICK MEDIUM TEXTURE DECORATIVE CEMENTTTOUS FINISH ON BLOCK WALLS. TYP. FOYER D.P = +33.4 PSF -36'3 PSF 6'-0" PRE ENGINEERED WD.TRUSSES ® 24" 0/C TYPICAL —� GREAT ROOM 10'--8" T.O.B.B. 9'-4" T.O.B.B. - 0'-0' FIN. FL SLAB All RIGHT ELEVATION - TRADITIONAL STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) SECTION A -A - TRADITIONAL CONC, OR MASONRY ALUMINUM FRAME FASTEN TO BUCK W/ fx4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENS STUCCO FINISH PERIMETER CAULKIN 1/2` TAPCON CONC. OR li P.T.3/i6`x2 2x6 BUCK SET IN FASTEN SCREWS 0 12 0/C PERIMETER SEALANT COIL NAILS AT 12- 0/C. MAX' fx4 P.T. BUCK SET IN SEALANT AND NAILED TSEALANT W/ 1/4' DIA x 3-1/4' CONC. OR MASONRY TAPCONS 3" FROM E.E STUCCO FINISH Ni CASE HARDENE COIL NAILS AT 12` 0/C. J .dQo o AND 6' 0/C MAX. GONG. OR MASONRY Qo ° fx4 P.T. BUCK SET IN o . Qo!- 0 ' MAX. DOOR TRIM SEALANT AND NAILED RE DOOR FRAME W/1-1/2 CASE HARDENS COIL NAILS AT 12` 0/C.75ALUA84UM DRYWALLBOARD DRYWALLA�Q ` FASTEN TO BUCK W/ MAX. CAULKINRAME "OD (2) 16 G0LV. x 2' t BOARD DOORFRAME ST. L SCREWS 0 2'-0' 0/CDOOR DRYWALL CAULKING BUCK W/ 2' TAPCON FASTEN TO BUCK W/PERIMETER TRIM 12` 0/C S2L�S0 2, x02 SEALANT SEALANT 0/C STUCCO FINISH STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S,G.D.) CONC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING F IN BED OF CAULK & BY DOOR MANF. ALUMINUM FRAME FASTENED TO SILL W/ Gill DOOR SECURE FRAME TO SILL 16 x 1 1/2" SCREWS WITH SILICONE 0 18 O/C PERIMETER CAULKING GALV. S71. VERT. TRACK BY MANF. FASTENED TO CAULKING -DOOR FRAME FLOOR COVERING TRACK B KETS W/ 1/4"-20x1 2" CARRIAGE FASTEN TO SILL W/ 16 x 2` SCREWS �Oo '�,LvBOLTS tp OCK NUTS �o Qc o. 0 2'-0' 0/C 0° o °o� O 'O • ° C4LV. S1L TRACK BRACKETS FASTENED o- .00. <-- FLOOR COVERING F. .o \\_ CONC. FLOOR SLAB TO WOOD IAMB W/ 3116"x1-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL W/ 5/8'"WEDGE PERIMETER CAULKING PERIMETER CAULKING OF COLUMN STUCCO FINISH W � ANCHORS 0 2'-0 0/C VERT ffiREVAILEN SbUl 6" MAX. FROM ENDS) AND GROUT SM - CONCRETE SLABIE xslRucmONs 2' FROM INSIDE EDGE OF 2X SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D) -.. PROJECT LOG ISSUED FOR PRE -CON #04 ISSUED FOR PERMIT ELEVATION REVISION a � J N J z J L4 o: W LL V 7 W yy Z ii36 � Q N O 0 � a Ln to o In Er 01 ME- C C yC J W lam. 11 Z a 2, O � O Cn N Z'in t Cc C7 Vi -per C N C71 a_ C -0 7E C CC �_° ` '++ c to w °� —° � m a �o� z 0 2 cn c' c c o L7 Ln w Cj vi !� Y Ce O Pv tA E2 ad Z a U o w N CL 6N •— ifelvi 331110 IEWED F COMPLI N CIE CO' 4 C BOCC z W 0 0 0 F � w LE Cralj1 o • Q J Lu 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS A-4 "� gz F TYPICAL WALL SECTION SCALE 3/4' = 110` Lumber desigriwalu s are in accordance -with ANSI/TP1:1 section 6.3 ..:.: These truss designs rely on lumbervalues established by others. RECEIVED .... iTek.JUL :2 �. 2021 RE: - 2755274-GH0-19M o es Clementine - Traditional MiTek USA, Inc., ap -Site Information:. 6904 Parke East Blvd. Tampa, FL 336.10-4115 Customer Info: 'GHO Homes Project Name: MW19:' Model: . Lot/Block: 19 Subdivision: Meadowood Address TBD, . City: Fort Pierce .. State: FL .: Name Address and License # of Structural Engineer of Recor R , h n " t S i n Name:.. License #::.: ; $ 'N' Address::: /: City: State: .. . General Truss Engineering Criteria & Design.Loads (Individual.Truss Design. Drawings Show Special Loading .Conditions):: . Design Code, FBC2020/TP120:14 Design.Program: MiTek 20/20 8.4 'Wind Code: ASCE.1-16 Wind Speed: 160 mph: FILE COPY Roof Load: 45.0 psf Floor Load: N/A psf This package includes 58 individual, Truss Design -Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I arr'll the. Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal#.: Truss Name Date_.. No. Seal# .: Truss Name; Date . 1 T24343820 AV 6/15/21 23 T24343842: A23 6/15/21: 2 T24343821 A2 6/15/21 24 T24343843 A24 6/15/21 C 3 724343822 A3 6/15/21 25 . T24343844 A25 6/15/21 4 T24343823 A4 6/15/21 26 ' T24343845 AGR:: 6/15/21 5 T24343824 : A5 6/.15/21 . 27 T24343846. B1 :.6/15/21 6 T24343825: A6: 6/15/21 : 28 T24343847- B2 6/15/21: 7 T24343826 . A7. :6/15/21 . 29 T24343848 : B3 6/15/21 8: T-24343827 A8 :.:. 6/15/21 30 T24343849 B4 :.. 6/15/21 9 T24343828 A9 6/15/21 31 .: T24343850 B5 6/15/21 10 7`24343829 Al 0:: 6/15/21 32 .T24343851 CJ1: 6/15/21 11 T24343830 Al 6/15/21. 33 T24343852 CJ1A ::6/15/21 13 T24343831 Al2 :6/15/21 34 T24343853: CJ1B 6/15/21 T24343832 A13 _ _ _ - 6/15/21 35 T24343854 CJ1C - _ 6/15/21 14 T24343833 A14 6/15/21 36 T24343855 CJ3 6/15/21 15. T24343834 A15...: 6/15/21 37 . T24343856 CJ3A 6/15/21 16 T24343835 . Al 6/15/21 38 T24343857 CJ5 6/15/21 17 T24343836: A17 6/15/21 . 39 T24343858 CJ5A . 6/1:5/21. 18 T24343837 A18 6/15/21 : 40 T24343859: EJ3 6/15/21: 19. T24343838 A19 :.... '6/15/21 41: T24343860 ' EJ5 ... 6/15/21 20: 724343839 A20• 6/15/21 42 :: T24343861 EJ6 6/15/21 21 T24343840 A21 6/15/21 43 : T24343862 EJ6A 6/15/21 .22 T24343841. A22 6/15/21 44 T24343863. EJ613 6/15/21 Thetruss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based'on the.parameters ��`� ��P C • NSFF� ��i� provided by Builders FirstSource (Plant City, FL). '• 0 818 Truss. Design Engirieer:'s. Name: Velez; Joaquin My license renewal date for the .state of Florida is February 28, 2023: = �?� �: IMPORTANT NOTE: The seal on these truss: component designs is a certification � ATE :O.F that the engineer named is licensed in the jurisdiction(s):identified and that the ��,� • P,; designs comply with ANSI/TPI.1.: ;These designs are based upon. parameters R:1 O•. \�� . •. shown (e.g. loads, supports, dimensions, shapes and:design.codes), which wereii�,: s� • *•*'•�� ,��` given to MiTek or:TRENCO. Any project specific information included is for.MiTek's or ry�� O A1, .:. TRENCO's customers file reference purpose only, and was not taken into:account in the preparation of.these designs. MiTek or TFiENCO has not independently verified the Joaquiq Velez PE, N .68182 applicability of the design parameters or the designs for any particular building. Before use; MITek SA; Inc.; FL rt 6634 the building designer should verify applicability of design parameters and properly . - 6904 P e East Blvd Tampa FL 33610 incorporate these. designs into the overall building design perANSI/TPI 1, Chapter 2. Date: June 15,2021 Vel ez, Joqquiir 1 of 2 RE: 2755274-GHO-19MW - GHO Homes - Clementine - Traditional Site Information: Customer Info: GHO Homes Project Name: MW19 Model: . Lot/Block: 19 Subdivision: Meadowood Address: TBD, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24343864 ER 6/15/21 46 T24343865 H6 6/15/21 47 T24343866 H7 6/15/21 48 T24343867 H7A 6/15/21 49 T24343868 HA 6/15/21 50 T24343869 HJ5 6/15/21 51 T24343870 HJSA 6/15/21 52 T24343871 HA 6/15/21 53 T24343872 HJ7 6/15/21 54 T24343873 HJ 14 6/15/21 55 T24343874 V1 6/15/21 56 T24343875 V2 6/15/21 57 T24343876 V3 6/15/21 58 T24343877 V4 6/15/21 2 of 2 Job Truss "' : Truss Type Qty Ply GHO Homes - Clementine -Traditional T 24343820 2755274-GHO-I9MW Al .. Roof Special Girder f 1 :2 JobReference (optional)' tlUlteerS rIrsi iource trtam Lary, r-Lt, : manl laty, rL- JJbbr, n.4JU 9 Jug Z ZU2l MI I eK mausirles, inc.. I ue. Jun 10 UU:U`J:Ob zUZI rage t ID:gllBwLV Ni6YkTT7fiBJ8hFyw6EN-dPXGBKtLey3ZVw32LmQl7eUZjAVrpSkXzyj Fylz64h9 2-0.0 3-6-0 7-0-0 '12-1.0 17-8.0 20-4.0 , 24-2-0 28-4-0 32=6.0 36.0-0 39=6-0 , 41=6-0 , 2.0 00 3-6-0 3.6-0 5-4.0 0 2-8-0 3-10-0 4.2-0 4-2.0 3-6.0 3.6-0 2.0-0 - 73 8 tale-.1:.. . 5x8 = 5x8.= 6.00 F12 3 35 . 36 4 37 38 39 405 5x1.2 = 4x6 = 5x8 6 r��!7' 8 41 42 943 44 ' " 10 m N m 2 Lh 45 .. '22 46 21 47 2048 :. 19 18 17 6 11 49 : 50 51 _ 12•,7 3x6 3x6 = 3x8 = 3x4 = — x 15 52 53 :.14. 54 13 a BB— x — — 3x8 - — 3x6 — 7 0 0 12-4-0 17-8-0 20-4-0 24-0-0 24 0 28-4-0 3-6.0 32=6-0 36.0-0 39-6-0 ,2 3r6-0 3-6-0' Sr4-0 5.4-0 2-8.0 3-8,0' 0- -0 . 4-2-0 4-2-0 3-6.0 3-6-0 . Plate Offsets (X,Y)- [3:0-6-0,0-2-8],[5:0-6=0,0=2-8] [10:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (loc) I/defl Ud :PLATES GRIP TOLL .20.0. Plate Grip: DOL' .:. 1.25 TC 0:65 . Vert(LL): 0.21-22-31 >999 240 MT26 244/.190 TCDL . 15.0' Lumber DOL ' : 1_25 BC . 1.00 Vert(CT) . -0.26 22-31 >999 180 . BCLL 0,0 .` Rep Stress Incr .: ::NO WB . 0,36 : Horz(CT) 0.05:: 17 n/a n/a . . . BCDL 10.0 Code. FBC2020frP12014 Matrix-MSH Weight:,432 lb FT = 20%, LUMBER- BRACING - TOP CHORD. .2x4 SP No.2 " TOP CHORD' Structural wood sheathing directly applied or 5-4-3:oc.purlins. BOT CHORD' 2x4 SP No.2 *Except*., .. BOT CHORD Rigid ceiling directly applied or'10-0-0 oc bracing, . Except: 8-15i 2x4 SP No.3 '6-0-0.oc bracing: 16-17,14-15. WEBS 2x4 SP fVo.3 `Except` .:.: '... 7-17: 2x8'SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0,8-0, 17=0-8-0 Max Horc .2=217(LC 94) Max Upliff2=-"1139(LC 8), 11= 630(LC 8), 17=-1676(LC 8) Max Grav:2=2256(LC 29), 11=1338(LC 30), 17=4091(LC 30) FORCES.. (lb) - Max. Comp./Max. Ten..- All forces.250 (lb) or less except when shown. TOP CHORD. 2-3=-3792/1740, 3-4=73796/1792, 4-5=-3796/1792, 6-6=3138/1514, 6-7=-245/753, 7-8=-245/153; '8-9— 1257/629, 9-10=-1257/629,.10-11=-2000/781 BOT CHORD 2-22=-1284/3455, 20-22=-1294/3485, 1.9-20=-1057/2818, 18-19=-953/2235; 17-18=-959/2247,'16-17= 696/359, 8-16=-708/343, 14-15= 295/176, 13-14=-494/1692, 11-13=-493/1667 WEBS 3-22=-250/731, 3-20=-2.12/645, 4-20=-849/579, 5-20=7466/1270, 5-19=-87/292, 6-18=-2921742,8-14=-707/1981,9-14=-655/463,10=14=-662/203,1.0-13= 37/636; 7-17=71189/508; 6-17=-3536/1585 NOTES- 1) 2-ply truss to.be'connected together with 10d (0.131 "x3") nails as follows: "' " .. Top chords connected as follows: 2x4 r 1 row. at.0-9-0 oc. Bottom chords connected as .follows: 2x4 - 1 row at O-Z-.O oc. Webs connected as f6llows:;2x4 -;1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. � . 2) All.loads are considered equally applied to all plies, 'except if: noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted cis;(F) or (B), unless otherwise indicated.. , 3) Unbalanced'roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3second gust):Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. .: ll;. Exp C; Encl., GCpi=bA8; MW..FRS (directional); cantilever left and right exposed:;: Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for.verifying applied roof live load -shown covers rain loading requirements specific to the use of. this truss comporlerif. 6) Provide adequate'drainage to prevent water'ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. MiTeJoaquin Velez PE No.68182 8) This truss has been designed for a 10.0 psf bottom chord.live load nonconcurrek USA, Inc: FL Cert 6¢34 nt with any other live loads. MiTeParke East Blvd. Tampa FL 33610' 9)' 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 by2-0-0 wide will fit between the bottom chord and any other members. Date:: 10) Provide mechanical conriection'(by:others):of truss to bearing -plate capable of Withstanding 100, lb uplift at joirit(s) except (jt=lb).: Jude 15,2021 17=1676. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with' MiTeke connectors. This design is based only upon parameters shown, acid:is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and prop&dyjncorporate this design into the overall. building design. Bracing indicated Is to prevent buckling of individual truss web,and/or.chord members only: Additional. temporary and permanent bracing _ MOW— is always required for stability and to prevent collapse,with possible personal injury and property damage. For general. guidance regarding the . fabrication, storage; delivery, erection and bracing:of trusses and truss systems, see , ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component _ 6904 Parke East Blvd. Salety.lnlormation. available from TrussPlate: Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty ply GHO Homes - Clementine -Traditional T24343820 2755274-GHO-I9MW Al .:. Roof Special Girder f 1 Job Reference (optional) t uiiaeB mrstbource (rlant uny, t-L), . Flan[ l:ny, hL - JJbb/, : - t7.4Ju S-Jun z zuzi MI I eK InaUSIDes, Inc.: I ue_Jun lb u :uu:bb ZUzI rage z NOTES- .. I D:g118wLVNi6YkTT7fi BJ8hFyw6EN-dPXG8KtLey3ZVw32LmQ17eUZjAVrpSkXzyj Fylz64h9 ... .. 11) Hanger(s). or other connection device(s),shall be provided sufficient td support; concentrated load(s) 220 lb down and 191 lb up at 7-070, 220 lb down and 18.1 Ib up at 9-0-12, 220 lb down and 181 lb up at 11-0-12, 220 lbdown and 181 lb up at 12-11.4, 220 lb down and 181 lb up at :14-11-4, 220 lb down and 184:Ib up at 16-11-4, 220 lb down and 181 lb up at' 25-5-4; 220 lb down and 181 lb: up at 26-5-4, 220 lb down and 181 lb up at 28-5-4, and 220 lb down and 181 lb up at 30-5-4, and 407 lb down and 363 lb up at 3276.0'on top chord, and 495 lb down.and 377 lb up at 5-0-12,.86 Ib down. at 7-0-12, 86 lb down at 9-0-12, 86 lb down at .11-0..12, 86:lb down at 12-1174; 86Ib down at 14-11-4, 86 Ib down at 16-11-4, 622 lb down and363 lb up at 18-11-4, 86 lb down at 25-5-4, 86 lb down at 26-5-4, 86 lb down at 28-6-4, and 86 lb down at 30-5-4, and 462 lb down and 111 lb up at 32-5-4 on bottom chord. The design/selection-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=770, 3-5=-70, 5-6=.70„6710=-70, 10-12=-70, 16,29=20, 15-32— 20 Concentrated Loads (lb) Vert: 3=-138(F) 10=-216(F)"22=-61(F) 9 138(F) 14=-61(F) 13=-336(1`) 35=-138(F) 36=-138(F) 38=-138(F).39=-138(F)'40=-136(F) 41=-138(F) 42=-138(F) 44=-138(F) 45 428(F) 46=-61(F) 47— 61(F):48==61(F) 49=-61(F) 50= 61(F) 51=-532(F) 52= 61(F) 53=-61(F) 54==61(F) w. . .. Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. . . - �� . ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and,is for an Individual building component, riot a truss system. Before use, the building designer must verify the appllcability of design parameters and propedy Incorporate this design into the overall, building design. Bracing Indicated is io prevent buckling of individual truss web and/or,chord members only: Additional -temporary and permanent bracing. _ MITek' is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general. guidance regarding the ... , fabrication, storage; delivery, erection and bracing:of, trusses and truss systems, see - ANSIITP11 Quality Criteria, DS1349 and BCSI Building Component 6904 Parke East Blvd: Safetylnformation. available from Truss Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 a Tampa, FL '36610 Job Truss Truss Type Oty : Ply GHO Homes - Clementine -Traditional : .. T24343821 2755274-GHO-I9MW A2 .:. P Roof Special 1 1 .. Job Reference (optional), tjuuaers mrst6ource tviarti Lolly, FL), t'lant cny, rL - JJbbf, 0.4JU sJarl a ZUZ t MI t eK Inausules, 111c. i ue uun i b ua: i u: i r zuz i raye i I D:glIBwLVNi6YkTT7fiBJBhFyw6EN•W SJCZV7W hOiaW 8943glgL4sA.ZdjCEycdojJsA1 z64gq 2-0.0: 4-6-10 9-0-0' 15-8-0 18-4.0 23-8-0 2q-?�0 30.6-0 ", :. 34=11-6 39-6-0 41-6-0 , 2=0-0 4-6.10 4-5-6 6-8-0 2-Br0 5.4.0" 0-6r0 .. 6.4-0 4.5.6 4-6-10 . 2-0.0 Scale'=.1:Z3.8' . 5x8:= 6.00 F12 .34. 35 5 5x6 = • 4x6 =.. 5x6 = 6 7 8 36 37 9 3 33 CS 0 m N 39 �a 11 m O x 3x4 = o 3x6 = M. .. 14 13 3x8 =. — 6x8 = 3x8 — 3x6 = 9 15-8-0 24 2 0 30-6.0 39-6-0 9-0.0 6-8.0 8.023-8-0 -0 0-6-0 6-4-0 9-0- Plate Offsets (X,Y)--' [2:0-5-4,Edge], [4:0-4-0,0-2-8], [5:0-6-0,0-2-81, [9:0-3-0',0-2-0], [11:0-5-4,Edge] LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in (loc) I/deft .. Ud PLATES. GRIP TOLL .20.0.-. PlateGrip:DOL .:. .1.25 TC. 0.58. Vert(LL):..-0.14.19-28 >999 240 ... MT20 .244/.190 TCDL . 15.0. Lumber DOL 1.25 BC . 0.78 Vert(CT) . -0.31 19-28 >929 180 . . BCLL :; 0.0 Rep Stress Incr YES WB . 0.38 .: Horz(CT) 0.05. 16 n/a n/a BCDL 10.0 Code. F8C2020/TPI2014::. . Matrix -AS :::Weight: 222 lb FT = 20 .LUMBER- BRACING- TOP CHORD .2x4 SP No.2 TOP CHORD '' .'Structural wood sheathing directly applied. :. BOT CHORD 2x4 SP No.2 *Except* .. - BOT CHORD Rigid ceiling directly applied. - 8-14: 2x4 SP No.3 . WEBS 1 Row at.midpt 6-16 WEBS 2x4 SP No.3,'Fxcept' 7-16: 2x8'SP 240OF 2.0E OTHERS .2x4 SP No.2'Except* . .. .. ... 21-22,24-25: 2x4 SP No.3 :(size): :2=0-8r0,.11=0-8-0, 6=0-8-0.. Max Hort 2.—(LC 9) " Max Uplift 2=-569(LC 10), 11=-457(LC 10),.16- 607(LC 10) Max.Grav 2=1173(LC 1), 11=846(LC 16),16=1879 LC 1 FORCES. (lb) -.Max. Comp./Max. Ten. - All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-1778/1076, 3-4=-1454/937, 4-5=-1247/93.0, 5-6=-1261/940, 6-7=0/265; 7-8=0/265, 8-9=-569/559: 9-10= 682/532, 10-1 1.=-1 048/683 BOT CHORD ,2-19=-648/1661, 17-19=385/1111, 16-17=-501/1078, 8-15=-337/90, 11-13= 389/886 WEBS :' .. -3-19=-419/259, 4-19==10/332;'5-19=-37/256, 6-16=-1501/790, 8-13=-277/743, 10-13=-441/279, 7-16=-631/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second. gust) Vasd=124mph; TCDL=5,Opsf; BCDL"=5.0psf; h=15ft; 8=79ft; C=4011; eave=5ft; Cat.-. 11; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 5-0-10, Extedor(2R) 5-0-10 to 15-8-0, Extedor(2E) 15-8-0'to 184-0, Interior(1) 18-4-0 to 2&6-10, Exterior(2R) 26-6-10 to 34-5-6, Interior(1) 34-5-6 to . 37-8-1, Exterior(2E) 3:7-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for. members and forces & MWF.RS for reactions :. Shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load; shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise.indicated. 6) This truss has been designed fora 10.0 psf bottom chord. live load nonconcurrent with any other live loads. . 7) * This truss has been designed for alive 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. 8) Provide mechanical connection (by others) :of truss to bearing plate capable of withstanding 569 Ib uplift at joint 2, 457 lb uplift at: Joaquin Velez,PE No.681i32. joint 11'and 607 lb uplift at joint 16. 6634 Ceitmpa 9) This truss design requires that a minimum of'7/16" structural wood sheathing be applied directly the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord.. t9104 Parke Ei1c ast Blvd Tampa Fl 336.10 . ate:. June 15,2021 0 WARNING -Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with. MiTek® connectors. This desigri is based only upon parameters shown, and is fog an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall. 'building .... ..�- design. Bracing Indicated is io prevent buckling of Individual truss web,and/or,chord members only: -Additional. temporary and permanent -bracing, MiTek' is always recluired for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the : . :.: ... fabrication., storage; delivery, erection and bracing of trusses and truss systems, see . : ANSIITP11 Quality Criteria, DSB-89 end BCSI Building Component. 6904 Parke East Blvd, Safe lyInformation. available from TrussI Plate:lnstilute, .2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. : . .. .. : ' .. Tampa, FL'36610 Job Truss Truss Type ally Ply GHO Homes -Clementine -Traditional 24343822 2755274-GHO-I9MW A3.... . Roof Special .:. 1 .:1: Job Reference (optional) BUIIderS Flrstbource (Plant Glty, FL), Plant Gty, FL - 33567, : 8.430 s:JUn 2 2U21 MI I eK Inausines, Inc.: I ua Jun 15 U9:1 U:31 2U21 Pagel ID:gll8wLVNi6YkTT7ff BJBhFyw6EN-689VVI I IOiTbCI EnucYyvORbBHXYWA3hOvibgDz64gc 2-0.0 5-3-12 "' '11-0-0 13.8-0 "16.4.0 20-4.12 24-2-0 : • 28-6-0 34=2-4' 39.6.0 41-6-0 2-0-0 5-3-12 5-8r4 2-8-0 2-8-0 .. 4.0-12 3-9-4: 4-4-0 5-8.4: 5-3-12' 2-0-0 . Scale=1:73.8 6x8 = .. 7x10 =. .. 4 .34. 355 5x6 = ... .. :7x8 = 6.00 12 5x8 .: .: _ 6 7 8 . 3x4 4 33' 3 36 38 3x4 ih 10 c5 32. m ..: 2 39 20 16 21 19 . 18 17 _. 0� 4x6 = 12-- - 4x8.= 6x8 = ..'. 4x8 15 14' 13' 4x6 4x8 = 6x8 = :. .... .. .. ... . 5-3-12 11-0-0 16-40 20-4-12 24=2-0': 28-6-0 34.2-4 39 5-3-12 5-8-4 5-4-0 4-0-12 3-9-4 4-4-0 5-8-4 5-3-12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15];[5:0-5-0,0-3=0],:[6:0-5-4,0-3-4], [9:0=1-12,0=3-8], [16:0-5-12,0=4-0]; [18:0=3-8,0-3-0] LOADING (pso SPACING- 2-0=0 CSI. :DEFL. in (loc) : I/defl L/d :PLATES . GRIP TCLL . 20.0.:. Plate Grip:DOL .:. .1.25 TC.: 0.50 . Vert(LL):.: 0.34. 17 >999 240 ".:. MT20 ...:244/.190 TCDL .115.0. Lumber DOL .' . 1.25 BC . 0.65 Vert(CT) . -0.59 : 17 >801 180, . BCLL .. 0,0 .' : Rep Stress Incr YES W B . 0.83 Horz(CT) . 0.17.: 11 n/a n/a , BCD.L 10.0 Code" FBC2020/TP12014' Matrix -AS • :Weight:.292 lb FT = 20 LUMBER- BRACING- TOP CHORD .2x6 SP No.2 *Except* TOP CHORD' .. Structural wood sheathing directly applied. 1-4,9-12: 2x4 SP No.2.. BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 `Except` 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3, `Except* 5718: 2x4 SP No.2, 14-16: 2x6 SP No.2 OTHERS :2x4 $P No.2 *Except*. . . . 23-24,26-27: 2x4 SP No.3 REACTIONS. (size)'. 2=0-8-0; 1,1=0-8-0 Max Horz 2=298(LC 9) Max.Uplift 2= 813(LC 10); 11==821(LC 10) Max Grav 2=1926(LC1), 11=1926(LC 1) FORCES. (lb) - Max. Comp./Max.. Ten. - All forces 250 (Ib) ;or less except when shown. . TOP CHORD 2-3=-3514/1698, 3-4=-2989/1581, 4-5=-2625/1520, 5-6=-4686/2523; 6-7==4301/2261, 7-8=-4301/2261, 8-9=74049/2166, 9-10=-2994/1612, 10-11=-3518/1729 BOTCHORD _-'2-21=-1213/3105, 19-21=-1213/3105, 18-19=-1104/2934,.17-18=-1704/4109, 16-17=-1694/4066, 8-16=-526/312, 13-14=-1330/3108, 11-13=-1330/3108 WEBS 3-10= 642/299, 4-19=-425/1066, 5-19=-825/359, 5-18=-1399/2725,.6r18=-2364/1305, 14-16=-1051/2583,.9-16=-877/2022, 9-14=-437/235, 10-14= 641/300; 7-17=-363/221, 6-17=-114/348,; 8-17=-131 /359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=.1.60mph.(3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5..Opsf; fi=15ft; B=79ft; L=40ft;-eave=5ft; Cat. jl;�Exp C; Encl., GCpi=0.18; MWFRS (directional) and G;G. Exferior(2E) -2-1-7 to 1-9-15; Interior(1) 1-9-15 to 7-0-10; Exterior(2R) 7-0-10 to 13-8-0, Exterior(2E) ;13-8-0 to 16-4.0, Interior(1) 16-4-0 to 24-3-12, Exterior(2R) 24-3-12 to 32-5-6, Intdbdr(1) 32-5-6 to 37-8-1;:Exterior(2E) 37-8-1 to 41-7-7 zorie; cantilever left and right bxposed•;C-C for members arid forces&,MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying appl'ied:roof live load shown covers rain loading requirements specific . to. the use of this truss component. . 4) Provide adequate drainage to prevent water pondifig:. 5) All=plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 pst, bottom chord live load noricoricurre.nt with any other live loads: ` Joaquin Velei:P.. No.69182: 7) This truss has been designed for a liveload of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, Inc: FL Cert 8634 MiTek04 . will fit between the bottom chord and any other members.. US 6) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding100 lb uplift at joint(s) excepf at=lb) East Blvd. Tampa FL3361.0 2=513, 11=821. ..ate:, 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied diredtly to the top chord and 1/2" gypsum : June 15,2021 sheetrock be aoolied directly to the bottom chord. ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. . Design valid for use only with; MiTek® connectors. This design is based, only, upon parameters shown, and is foi an Individual building component, not ��, ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall. building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional. temporary and permanent bracing. . . _ MiTek' is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the . fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see. : ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. information, available from Truss Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL _36610 Job Truss Truss Type Qty ; Ply GHO Homes - Clementine - Traditional T24343823 2755274-GHO-I9MW A4 Half Hip. Job Reference (optional) Iduuoers t-irstsource (mart uty, rL], mant L:IIy, rL - 33b1J/, .. mgoy s dun a ZUZ7 MI r eK MUUSIDes, Inc.. r Ue dUn 10 Uy:, U:OZ Zue r rage r f ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-aKjtieJw9?bSpSpzSJ38SE_k7goyFa3gFYR9C z64gb 2-0-0 6-8-13 12-4.0 14.4-0 , 11 -2 , 242=0 26-6-0 , 33-1-4 39-1.0 ' 41601 2-0.0 6-8-13 — 5-7-3 2-0-0: 4-11-0 4-11-0 2-4-0 6-7-4 , 6-4-12 2-0-0 Scale'=.1:75.1' _ 6.00 12 5 .. 54 = 5 '6'. 3x4 = 5x6 = 3x6 " .. " 7 3x4 i 4 :3.. . m 2 6 " 3x6 3x4 9 10. 7x8 — "5x6'— o.. 15 14 13 3 :.: .:. 12 4 — .' x — . .. .. .. 6.8-13 12-4-0 19-3-0 24-2=0 ' 26.6-0 , 33-1=4 39-6-0 6-8-13 5-7-3 6-11.0.. 4-11-0: 2-4-0 6.7-4 Plate Offsets (X,Y)-- [8:0-4-0,0-2-81, [17:0-3-8,0-4-81, [18:0-3-0,0-3-8], [19:0-3-0',0-4-8] LOADING (psf) SPACING- 2-0.0 CSI. 'DEFL. in (loc) Udefl: Ud :PLATES GRIP TOLL . 20.0. - Plate Grip DOL' .:. .1.25 TC .: 0.62. Vert(LL):.: 0.43.17-18 >999 240 ... MT20 244/.190 TCDL 15.0: Lumber DOL 1.25 BC 0.90 Vert(CT) . -0.86 17-18 >591 180 BCLL ,. 0.0 Rep Stress Inor YES WB . 0.97 : Horz(CT) . 0.27:: 11 n/a n/a BCDL 10.0 Code_ FBC2020ITP12014 Matrix -AS .:1Neight:.251 lb FT = 20% LUMBER- BRACING - TOP CHORD. -2x4 SP No.2 " "' ..' TOP CHORD' . 'Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` . . BOT CHORD Rigid ceiling directly applied. 2-19: 2x6 SP No.2, 16-19: 2x6 SP M 26 WEBS 1 Row at micipt 6-19, 7-16 WEBS 2x4 SP No.3'Except` 8-14: 2x4 SP 40.2 . OTHERS 2x4 SP No.2 `Except` " :22-23,25-26: 2x4 SP No.3 .. REACTIONS. (size) 2=0-8-0,.11=0-8-0 Max Hori 2=325(LC 9) _ Max Uplift-2= 813(LC 10), 11=-821(LC 10) . Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces:250 (lb) or less except when shown. TOP.CHORD 2-3=-3462/1519, 3-5=-2832/1369, 5-6=72698/1378, 6-7=-3550/1741, 7-8=-2443/1340, 8-10=-2776/1373, 10-11=-3407/1522. BOT CHORD 2-20=-1031/3039,'19-20=-1031/3039, 18-19=-1057/3133, 17-18=-1217/3550, '16-17=-464/1304, 14-15==105/300, 13-14=-1125/2975, 11-13=-1125/2975 WEBS .. 3-20-0/297, 3-19=-754/373, 5;19--976/2126, 6-19=-1904/956, 6-18=-212/654, 7-18=-9/526, 7-16=-1449/524, 14-16= 894/327, 8-16=-254/776, 10-.14=-758/364, 14-17=-788/2370 . .. .. NOTES- . . 1) Unbalanced:rooflive loads have been considered for this design. . 2) Wind: ASCE 7=16;.Vult=160mph (3-second gust).Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=�79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl.' GCpi=O..18; MWFRS (directional) and C-C Exteri6r(2E) -2-1-7 to 1:-9,15; Interior(l) 1-9-15 to 6-8ri3,: Exterior(2R) 8 6--13 to 12-4-6, Exterior(2E) 12-4-0 to 14-4-0, Interior(1) 14-4-0 to 20-10-15, Exterior(21711) 20-10-15 to 32-1-1, Int6dor(l) 32-1-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C'foe members and forces & MWFRS.for reactions shown; Lumber DOL=1.60 plate gdp:DOL=1;60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific' to the. use of this truss component.. . 4) Provide adequate drainage.to prevent water ponding:: 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has,been designed fora 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 7) ` This truss has been designed for a Iive,load of 20.Opsf on the bottom'chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. Joaquin Velez PE Nq.68182 will fitbe the bottom chord and any other members. MiT MiT ek USA, lnc: FL Cart 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 2=813, 11=821. Parke East Blvd. Tampa FL 336.10 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Date:. s eetroc. _ e. applied directly to the bottom chord. use. 15,2021 . & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and:is for an Individual building comporient, not . �', ' a truss system. Before use, the building designer must verify the applicability of design parameters and, property incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual truss web.and/or,chord members only: Additional temporary and permanent bracing. . . . MITek' is always required for stability and to prevent collapse.with possible personal injury and property damage. For general, guidance regarding the . . :. fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see. I: ANSLITPlf Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safe tyInform ation.available from Truss Piate:Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FE ;36610 Job Truss Truss Type Oty Ply GHO Homes -Clementine -Traditional ' T24343824 2755274-GHO-I9MW A5 .: Hip. ' . 1 1: .: Job Reference (optional) • tiunaers rlrStJOUrce tviam Glly, t-L), rlant oily, rL - 33b6/, - t3.43U s-Jun "L 2U21 MI I eK Inaustnes, Inc.: I Ue Jun lb U9:1U:34 2ULl rage 1 . ID:qIIBwLVNi6YkTT7fiBJBhFyw6EN-Wjgd7JLAhdrA3mzLZk5fXf31 HUVbj W37jswFHYz64gZ 2-04S-8.8 12-4-0 18=5-0 24.6-0 26-6.0 32-9-9 39.6-0 41-6.0 , 2-0-0 6.7.7 6-1-0 : 6-1-0 : 2-0.0 6-3-9: 6-8-7 2-0-0 Scale'=.1:73.8 6.60 F12 5x8 = Sx6 = 5 33 34635 7 .. 4x6 8 3x4 i .: : 4 .:. 3x4 Q .. . . 32 38 . 3ic6 3 .. 9 .. ... 10 . 31 n m •2. 37 r 1 lip 18 17 3B 16 39: :40 15 5x12 = .. 11 co ... �. 12'41 3x6 = .. 5x6 = 3x8 —. 14 13 o. 3x . 3x4 11 = 6xB .. 12-4-0 18-5-0 24.6-0 26-6-0 , 32-9-9 39-6-0 5-8-8 6-1.0 2-0-0 6-3-9 6-8-7 _Plate Offsets (X,Y)-- [4:0-3-0,Edge], [5:0-58,0-241, [7:0-3-0,0-2-0], [13:0-3-8,0-3-0], [15:0-3-12,0=2-12]; [17:0=2-4;0-3-4] LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in (loc) I/deft. Ud PLATES: GRIP TCLL 20.0 Plate Grip.DOL'.:. .1.25 TC.: 0.77 . Ve. t(LL):-0.35.15-16 >999 240 MT20 244/190 TCDL 15A: Lumber DOL 1.25 BC . 0.80 Vert(CT) ' -0.71 15-16 >670 180 BCLL 0.0 .` Rep Stress Incir .. YES WB . 0.88 : Horz(CT) 0.21: 11 n/a n/a BCDL 10.0 Code. FBC2020ITP12014:; Matrix -AS ..:Weight:,236lb FT=20% LUMBER- BRACING-.. .. TOP CHORD.: 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. . . BOT CHORD' 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3, 15-17: 2x4 SP No.1 . WEBS. 2x4 SP No.3, *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=326(LC 9) Max Uplift 2= 813(LG 10), 11=-821(LC 10) Max Grav•2=2191(LC 15), 11=2229(LC 16) FORCES. (lb) - Max. Comp./Max. Ten.. -Ali forces:250 (lb) or less except when shown. TOP CHORD 2-3=-3930/1577, 3-5=-3141/1418;:5-6=-3172/1549, 6-7=-3172/1549, 7-8=-3928/1793, . 8-10=-3931/1661,'10-11=-3927/1542.:' BOT CHORD 2-18==1112/3670, 17-18=-1112/3670, 16-17=-785/2896, 15-16=-875/2932, 6-15=-341/303, 11-13=-1134/3411 WEBS 3-17=-858/357, 5-17==88/583;'5-16=-258/753, 6-16=-471/354, 7-16=-135/455, ""' .. 7-15=-532/1433, 13-15=-1117/3429, 10-13= 497/323' . . NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second,gust) Vasd=124mph; TCDL=5:9psf; BCDL=5.Opsf; h=15ft; B=7911; L=40ft; eave-5ft; Gat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1.7 to 1-9-15, Interior(l) '1-9.15 to 6-8-15, Exterior(2R) 6-8-15 to 17-11-1, Interior(1) 17711-1'to 18-16-15, Exterior(2R) 1&10-15 to 30-1-1, Interior(1) 30=1-1 to 37=8-1,, Exterior(2E) 37=8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber:DOL=1.6b plate grip DOL=1.60 - . 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use bf this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise -indicated. 6) This truss has been designed fora 10.0 psf bottom choidlive load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all. areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottorn chord and, any other members, with BCDL=,10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 t tiplift'at joint(s) except Gt=lb) Joaquin Velez PE No.66162 2=813,'11=821. MiTek USA, Ind. FL Cert 6634 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 6604 Parke East Blvd. Tampa FL 3361.0 Date: June 15,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only, upon parameters shown, andis for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall, building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only: -Additional,te-mporary and permanentbracing, MiTek' Is always required for stability and to prevent collapse with possible personal injury an! property damage. For general, guidance regarding the , : , , , � , . � :. . .. - . . fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . - : ANSUTP11 Quality Criteria, OSB49 and BCSI Building Component. • 6904 Parke East Blvd. Safetyinlormation. available from Truss Plate:Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine -Traditional 2755274-GHO-I9MW A6 .:. Hip, .. 1 1: .:. Job Reference (optional) t giiaers t-Irstsource (Flan olty, rt_), .. mant uty, rl- - 33b6/, b.43u s ,tun 2 2u2i MI i eK inaustrles, inc.. i ue:,lun 1 b u9:1 u:3b Zu2T rage 1 : ID:g118wLVNi6YkTT7f BJ8hFyw6EN-S6yNY.?MQDE5ul36kh987c48MZIBUBP9QAAPMLQz64gX 2-0.0 6.6-0 14-4.0 22-6-0 26=6-0' 32-9-9 39-6-0 41-6-0 2-0-0 6.6-0 7-9-15 " 8-2-0 4-0-0: 6.3-9 6-0-0 Scale—.1:81.1 ' 6.00 12 6x8 5x6:= 5 8 4x6 4x6 7 3x4 i 4 . 32 3 � \ 3 3x4 .. 8 ... .. .. .c+3 2x4 119 0 m 2x4 11 31 w 2x4 II 2 2x4 II 1 2x 33 4 11 2x4 1,1 0 18 17 16 34.... 15 14 :5x8 = 10 c? o 11 v 2x4 I 3x4 — 4x6 = 3x8 = o .. 3x6 = 19 12 :. 3 3x4 11 5x8 6.6-0 14-4.0 22-6.0 26=6.0 32-9-9 39-6-0 6.6-0 — 7-9-15 8.2-0 4-0-0: 6-3.9 6-8-7 Plate Offsets (X,Y)--" [4:0-3-0,Edgel, [5:0-4-0,0=1-151, [6:0-3-0,0-2-71; [12:0-3=8,0-2-81; [14:0-6-0,Edgej LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (Ioc) : I/dell: Ud PLATES . GRIP TCLL 20.0.: Plate Grip:DOL ... .1.25 TC.: 0.85. Vert(LL):.-0.30-15-17 >999 240 MT26 .244/190 TCDL 15.0: Lumber DOL 1.25 BC 0.86 Vert(CT) . -0.59 15-17 >798 180 BCLL 0,0 Rep Stress Incr YES WB 0.90 :. Horz(CT) 0.20•: 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014; Matrix -AS Weight: 239 lb FT = 20%. LUMBER- — BRACING- .... TOP CHORD .2x4 SP No.2 *Except* TOP CHORD- ' . 'Structural wood sheathing directly applied. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.i. *Except WEBS :1 Row at.midpt 3-17, 5-15 7- 3: 2x4 0.3, 10-13: 2x4 0,2 WEBS 2x4 SP No.3 *Except* 12-14: 2x4 SP No.2 OTHERS :2x4 SP No.3 REACTIONS. (size):.2=0-8-0,.10=0-8-0 Max Horz'2=366(LC 9) " _ Max Uplift 2=-813(LC 10), 10= 821(LC 10) Max.Grav 2=2189(LC 15), 10=2219(LC 16) FORCES. (ib) - Max. Comp./Max. Ten. - All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-3874/1532, 3-5=-2973/1337, 5-6=72735/1344, 6-7=-3115/1442, 7-9= 38.83/1630, 9-10=-3901/1502 BOT CHORD 2-18=-1060/3643, 17-18=-1060/3643; 15=17=-673/2724, 14-15=-1037/3303; 7-14=-224/850, 10-12=-1097/3387 WEBS 3-18=0/276, 3-17=-984/420, 5=17=-86/736, 5-15=-157/340, 6-15=-312/963, 7-15=-1137/524, 12-14=-1092/3267, 9-.12=:492/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. . , ..: . ' 2) Wind: ASCE-7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.- 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-1-7.to 1-9-15, Interior(l):1-9-15 to.8-8-15, Extedor(2R): 8-8-15 to 28-1-1, fnterior(1)-28-1-.1 to 37-8-1, Ex[erior(2E) 37-8-.1 to 41-7-7 zone; cantilever left and right exposed.;C-C for members and. forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.61] 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the Use'of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other:live loads. : 6) *.This truss has beenAbsignedfor alive load of 20.00sf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=1b) 2=813, 10=821. Joaquin Velez PE No.68162 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA,:Ipc: FL Cart 6634 sheetrock be applied directly to the bottom chord: .. . East Blvd Tampa 6904 Parke E FL 3361.0 Date:. .... . . June 15,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with; MiTek® connectors. This design is based. only upon parameters shown, and:is fogy an Individual building component, not �• a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web.and/orchord members only: Additional temporary and pennanentbracing . ' MiTek-' - is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general. guidance regarding the • . :.- . fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see . : ANSIMPII Quality Criteria, OSB-89 and BCSI Building Component ' : 6904 Parke East Blvd. Sa1ety./nlormation.available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MID 20601 Tampa, FL'36610 Job Truss ;' Truss Type Qty : Ply m GHO Hoes - Clementine -Traditional i .T24343826 2755274-GHO-I9MW A7 .:. Hip: 1 .1 Job Reference (optional) - CUnaerS mrsi j0urce (mans L;Ity, t•L), rlant filly, rL - JJbb/, : n.4Ju s.Jun z zuei MI I eK Inausines, Inc.. I ue.Jun 1 o ubm U:3r zuzl rage 1 ... ... .. ... ...: ... . ID:g118wLVNi6YkTT7fi BJ8liFyw6EN-xl W mI LN2_YDIwDhwEtfM9HhcFhW 6wwhZPg9wutz64g W -2-0-0 4-7-5 9=9-12 16-4.0 " " 20-6-0 26.6-0 32-9-9 39.6-0 41=6-0-, 2-0;0 .. 4-7-5 ": 5-2-7 6-6.4" 4-2-0 "6-0.0 6-3-9 " 6-8.7 2-0-0 Scale'=.1:81.1' 5x6 -= . . 5x8 = 6.00 F12 6: .. 7 34 3x4 G 4x6 33 5 8 ". 3x6 3x6 -Z�- .. 2x4. Q 4 9 3x4 Q 0 2x4 II. 3. 10 0 2x4 11. 32 m 2x4 11 .2 .. 35 2x4 11 . 4 1 x4 11 �. 19 18 17 16 15 5x8 -. 11 3x4 = 4x6:= 3 4 3x6 = 3x8 = x = 14 13 :. 1 ;. 2 0 . 3x6 3x4 I 5x6 = 7 11 6 16 4 0 20-6-0 26-6.0 . 32-9.9 39 6 0 7-11.6 8-4-10 6,0.0 6-3-9 6.8-7 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-6=0,02-8], [15:0-5-12,0-3-4] LOADING (psf) SPACING- 2-0=0 CSI. :DEFL, in (loc) I/defl Ud PLATES.. GRIP TOLL 20.0 Plate Grip'DOL ... .1.25 TC.: 0.53 Ve.rt(LL): 0.27 15-16 >699 240 MT20 244/.190 TCDL 15.0 Lumber DOL 1.25 BC . 0.90 Vert(CT) - ' -0.52 15-16 >914 180 . BCLL 0.0 .` Rep Stress Incr YES WB . 0.69 Horz(CT) . 0.20.. 11 n/a n/a . BCDL 10.0 Code. FBC2020/TP12014: Matrix -AS Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD .. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` ..'. .' BOT CHORD Rigid ceiling directly applied. 8-14r 2x4 SP No.3 WEBS 1 Row at.midpt - 5-17, 7-17, 8-16 WEBS. 2x4 SP No.3'Except` 13-15: 2x4 SP No.2 OTHERS .2x4 SP No.2 *Except* ' .21-22,24-25: 2x4 SP No.3 .' REACTIONS. (siie):.:2=0,8-0, 11=0-8-0 Max Hori 2=408(LC 9) Max Uplift:2=-813(LC 10), 11=-821(LC 10) Max.Grav 2=1926(LC 1), 1.1=1926(LC 1) FORCES. (lb) -.Max. Comp./Max. Ten. - All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-3456/1499, 3-5=-3183/1425, 5-6772427/1246, 6-7=-2083/1207, 7-8=-2477/1277, 8-10==3464/1577, 10-11=-33BB/1453, BOT CHORD 2-19— 1040/3156, 17-19=-876/2726; 16-17=-537/2134, 15-16— 1010/3032, 8-15=-187/751, 11=13=-105212950 WEBS .. 3-10= 352/210, 5-19=719/456,:5-17=-833/456, 6-17= 258/686, 7-17=-299/176, -8-16=-1261/617, 13-15=-1023/2902, 10-13= 497/303, 7-16=-343/866. . . . NOTES- 1) Unbalanced, roof live loads have been considered for this design. 2) Wind: ASCE 7-16;.Vult=160mph (3-second gust)-Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-1-7.to 1-9-15, Interior(1) 1-9-15 to.10-8-15, Exterior(2R) 10-8-15 to 26-1-1, Interior(1) 26-1-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C:for members and; forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3). Building Designer / Project engineer responsible for: verifying applied roof live load shown covers rain loading requirements specific to the use of, this truss component. . 4) Provide adequate drainage to prevent water ponding. . 5) This truss has been designed for a! b.0 psf bottom chord live load nonconcurrent with any other. live loads. 6) '.This truss has been: designed. for alive load of 20.Opsf on the bottom chord in all -areas where a rectangle 3-6-01all by 270-0 wide will fit between the bottom Chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 100 lb uplift at joint(s)except (jt=1b) 2=813; :11=821 ..... ... .... Joaquin 62. 8 This truss design requires that a minimum of 7/16" structural wood sheathin be applied directl to the to chord and 1/2" sum .' g q 9. PP Y P 9YP t e A, Ind. F Cott 6634 e. sheetrock be applied directly to the bottom chord: .. " . , ... . ,,nc 69 _ . 04 Parke East Blvd. Tampa FL 33610 Date: June 15,2021 :. A WARNING -Verify design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.. - . . - Design valid for use only, with; MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not .�• A truss system. Before use, the building designer must verify -the applicability of design parameters and properly Incorporate this design into the overall. _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additionaltemporary and permanent bracing. . MITek', is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the : . fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see - • : ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safe tylnlormation.available from Truss .Plate:lnstitute, 2670 Crain Highway, Suite 203 Wald od, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -'Clementine -Traditional T24343827 2755274-GHO-I9MW A8 .:. Hip: ' .' . :. .:. .'t 1 1: Job Reference (optional) rsuuuers r-irsiouurce triani L ny, rLt, rlani carry, r� - oaoor, ts.gau s uun z zuei Nn i eK mausmes, Inc.. I ue uun 1 o us:1 u:3ts zun rage 1 . I D:q II8wLVNi6YkTT7fiBJ6hFyw6EN-P.U48zhOhl rLcXNG7oaAbiVEmj5t-fNpjdUuTQJz64gV 2-0-0 5-8-0 10-10-14 17-0=0 19.10-0 26=6-0 32-9-9 39-6.0 41=6-0 22-0 00 .. 5-8-0 5-2-14 6-13. . 2.10-0 6-8-0: 6-3-9 6.8-7 2-0-0 q. Scale'- 8 - 1: 1.1' 5x6. _ 5x8 = 6.00 12 6 7 3x4 34 4 x6 3x6 i . 5 33 8 . . 2x4 4 3x6 m 3 9 3x4 a 6 2x4 II 10 2x4 11 32 2x4 11 -2 2x 4 I 4 II- R 1 35 2x4 l l 2x4 11 0. 19 36 .37 18 17 18 15 SxB =: 11 m o 3x4 = 3x6 _ 4x6 = . 3x4 = 14 13 .. .. — .. 2 1 v 3x6 0 3x8 = 3x4 II 6x6 = 7 10 8 : 17 0 0 19-10-0 26=6-0 32-9-9 39.6-0 7-10-8 9-1-B 2-10-0 6.8-0. 6-3-9 6-8-7 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-6-0,0'-2-8], [13:0-3-8,0-3-0], [15:0-5-12;Edge] LOADING (psf) :SPACING- 2-0=0 _ CSI. :DEFL. in (loc) : I/defl- Ud PLATES GRIP TOLL' - 20.0.:. Plate Grip:DOL .:. .1.25 TC 0.55 . Vert(LL) -0.33 17-19 >999 240 MT20 244/190 TCDL . '15.0. Lumber DOL . 1.25 BC 0.86 Vert(CT) -0.61 17-19 >712 180 BCLL 0.0 ' Rep Stress Incr YES WB . 0.70 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code. FBC2020/TPI2014 Matrix -AS Vileight:.247 lb FT = 20% LUMBER- BRACING- TOP CHORD..2x4 SP No.2 TOP CHORD' 'Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* .. BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3, 11-14: 2x4 SP No.2 . WEBS 1 Raw at.midpt 5-17, 7-17, 8-16 WEBS 2x4 SP No.3. Tx6ept` 13-15: 2x4 SP No.2 " OTHERS 2x4 SP No.2 *Except` :21-22,24-25: 2x4 SP No.3 - REACTIONS. (size) .:2=07870,.11=0-8-0 Max Horz 2=421,(CC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=2180(LC 15), 11=2204(LC 16) FORCES. ' (lb) -.Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3849/1462, 3-5=-3631/1435, 5-6=-2563/1216, 6-7=-2225/1175; 7-8=-2610/1228, 8-10=-3874/1558, 10-11=-3864/1436 . BOT CHORD - 2-19=-998/3664, 17-19=-808/3074, 16-17=-484/2352, 15-16=-999/3335; 8-15=-1781960, -1.1-13=-1037/3351 WEBS 3-19=-377/240, 5-19=-99/.728,:5-17=-933/465, 6-17= 309/925, 7-17=-304/200, 7-16=-344/1022, 8-16= 1541/648: 13-15=-1000/3305, 10-13=-496/297 . . NOTES- 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 8=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl.: GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-1-7.to 1-9-15, Interior(1):1=9-15 to.11-4-15, Exterior(2Fi) 11-4-15 to 25-5-1, Interior(1) 25-5-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed.;C-C:for members and.forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load, shown covers rain loading requirements specific to the use'of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has. been designed for a 10.0 psf bottom chord live load nonconcurrent with any other loads. .13) " 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 = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b). , 2=813; 11-821 Joaquin Velez PE 62: 8 This truss design requires that a minimum of 7/16" structural wood sheathing be applied direct) to the to chord and 1/2" 9 q 9 PP y P gypsum L Cort Mt ek USA, Inc FL Cert 6634 sheetrock be applied directly to the bottom chord. . . . - y 6904 Parke E FL 336.10 , ast Blvd Tampa Date:, June 15,2021 Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only. with, MITAO connectors. This design is based only upon parameters shown, and is for an Individual building component, not ; �• ' a truss system. Before use, the building designer must verifythe applicability of design parameters and, propedy Incorporate this design into the overall' _ building design. Bracing indicated is to prevent buckling of individual truss web,and/or,chord members only: Additional temporary and permanent bracing, , MITek' is always•required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � � � :. - fabrication, storage; delivery, erection and bracingof trusses and truss systems, see . ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/nformation.available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type City Ply GHO Home's -.Clementine -Traditional T24343828 2755274-GHO-19M:W A9 .. Roof Special 1 1: Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc: Tue Jun 15 09:10:40 2021. Page 1 ID:gll8wLVNi6YkTV7 BJBhFyw6EN-LtCuNNP.xHT.cKnhQVw7C3nwJ71vX27CiO5oNaUCz64gT -2-0.0 , 5.4-13 10-9-11 16-2-8 ,' 18-1§%819-9�0 26-6-0 : 32-9-9 39-6-0 , 41-6-0 ", " 2-0-0 5.4-73--5.4.13 5-4-13 2-8-0 0.lo-8 6.9.0 6-3.9 - 6.8-7 2-0-0 j. Scale=.1:82.6 3x6 = 5x6 = 5x6 i 5x8 .. 6.00 f 12 6 6 9 3x4 i 35 36 4x6 3x6' i 5 10 3x6 2x4 \\ 4 11 3 3x4 m 2x4 11 12 2x4 11 34 2x4 II 2 37.2x4 II 2x4 1 1 d 21 38 20 19 .. _ 16 17 Sxfi _ 13 . o 3x6 — 3x4 = 5x6 WB= . 3x8'= 3x4 — 16 15 .. 3x6 14 0 q 3x4 I I 6x8 = .. 7- -7 6-2-8 18-10-8 26-6.0 32-9-9 39.6-0 7-8-7 8-6.2 6.3-9 6-8-7 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [8:0-3-0,Edge], [9:0-3-12,0-1-12], [15:0=3-8,0-3-0], [17:0-5-12,Edge] LOADING (pso SPACING- 2-0=0 CSI. DEFL. in (loc) - Udefl.. Ud PLATES GRIP TOLL 20.0 '. Plate Grip DOL-.' . .1.25 TIC 0.50 . Vert(LL) -0.32 19-21 >999 240 MT20 244/.190 TCDL 15.0: Lumber DOL 1.25 BC '0.95 Vert(CT) ' -0.64 19-21 >744 180 BCLL 0.0 Rep Stress Incr YES W B 0,99 :. Horz(CT) - 0.21 13 n/a n/a . . BCDL 10.0 Code. FBC2020ITP12014: Matrix -AS Weight: 248 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD :. 'Structural wood sheathing directly applied. BOT CHORD' 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. ' 2-20: 2x4 SP No.1, 10-16: 2x4 SP No.3 . WEBS 1 Row at midpt 9-19, 10-18. . WEBS 2x4 SP No.3'Except' 15-17: 2x4 SP No.2 OTHERS..2x4 SP No.3*Except* 1-22,14-25: 2x4 SP No.2 REACTIONS.- (size) 2=0-8-0,.13=0-8-0 Max Hor2 2=-418'(LC 8) Max Uplift 2=-813(LC 10), 13=-821(LC 10) Max Gray 2=2178(LC 15), 13=2218(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. -'All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-3866/1555, 3-5=-3637/1517, 5-6=-2647/1329, 6-7=-2304/1279; 7-9= 2148/1342, 7-8=-284/17; 8-9=-337/27, 9-10=-2754/.1354, 10-12=-3907/1645, 12-13=-3898/1509 BOT CHORD 2-21=-1094/3687,:19-21= 894/3075; 18-19=-610/2418, 17-18=-1067/3350, 10-17=-195/957,13-15==1102/3382 WEBS .. 3-21=-389/246, 5-21=-99/711,.5-19= 863/438, 6-19=-293/874, 9-19=-294/203, 9-18=-326/1058, 10-18=-1430/587, 15-17=-1,076/3334, 12-16=498/315 . NOTES- 1) Unbalanced roof live" loads have been considered for this design. : , .. .. ... 2) Wind: ASCE.7-16; Vult=160mph (3-second gust)_Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat7. :' 11; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-1-7.to 1-9-15, Interior(1):1=9-iSWA2-3-2, Exterior(2R). 12-3-2 to 16-2-8, Exterior(2E) .1672-8 to 18-10-15, Extedor(2R) 18-10-15 to 23-8-6; Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members:and forces & MWFRS.for reactions shown; Lumber'DOL=1.60 plate grip DOL=1.60 3) Buildirig:Designer /Project engineer. 6spohsible for verifying applied roof live load shown covers Yairi loading requirements specific: to the use of this truss component. 4) Provide adequatedrainage to prevent water.ponding. ". 0 This truss has been designed for a 10.0 psf bottom chord.live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all. areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and.any other members, with BCDL,=,10.Opsf. 7) Provide mechanical connection (by others) ;of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except at=lb) Joaquin Veld :PE No.68182. 2=813,13=821. 8 This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the to chord.and 1/2" sum ! g q 9 PP y P 9YP M7ek USA,:Inc: FL Celt 6634 . .. .. ... . . . ..... ... . sheetrock be applied directly to the bottom chord.1. as Blvd.Tampa 9) Graphical purlin representation does not depict the -size ortfie orientation of the purlin along the top and/or bottom chord.: Date:: June. 15,2021 0 WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. . . Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is foi an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design -Into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or,chord members only: -Additional,temporary and permanent �bracing. . MITek- is always required for stability and to prevent collapse,with possible personal injury and property damage. For generatguidance regarding the .. - fabrication, storage; delivery, erection and bracing, of. trusses and truss systems, see - • : ANS11Tpl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. : : . .. ' ' .. Tampa, FL 36610 Job Truss Truss Type Qty : Ply GHO Homes- Clem6ntine -Traditional ' t . T243 43829 2755274-GHO-I9MW Al0. Roof Special Job Reference (optional).' B.uuaers Firsiaource (Plant City, rLb runt City, rL - 3J5br, . u.gsu s dun 2 zun Mi i ex ineusmes, mc.. i ue aun i 5 09:09:57 zun rage i ID:g118wLVNi6YkTT7fiBJ8hryw6EN-6c5eMguzP.FBQ64dEuTx_Xsl ibZuOYnshCcToUBz64h8 2-0-0, 6-4-12 14-2-8 16-10-8 19.9-0 26=6.0m 33-1-6 39.6-0 41=6-0 2-0.0 6-4-12 7-9-12 2-8-0 2-10-B 6-9.0 6-7-6 6.4-10 2.0-0 " Scale1:82.6 3)(6 = .. ... —. 6.00 12. 6x8 — Sx6 �: :.: 5x6 5 34 1 _ 4x6 3?c6, i : 6: , 3 10 3x4 .. ,. 2x4 11 11 m m 2x4 I I 33 m 2x4 11 2 2x4'1I . 35 " 2x4 112x4 I ^ 191 6 20 19 18 .36 17 16 'Sx8'= 12 m 9 . 3X6 2x4"11""' 3x4"-.4 .— 3x8'= .. 15 :1.4 13 -v 3x6 0 3x4 II 5xe,= .. E. 6-4-12 14-2-B 16 10-8 26-6.0" 33 1 6 " " ': 39-6-0 6-4-12 7-9-12 2-8-0 9-7-8" 6-7-6 6-4-10 Plate Offsets (X,Y)-- " [5:0-4-0,0-1-15]; 17:0-3-0,Edge],[8:0-1-4,0-2-% [10:0-3-0,Edge]; [14:0-3-8,0-2-81, [16:0-6-0,Edge] LOADING (psf) SPACING- 2-0=0 : CSI. DEFL. in (loc) Well Ud PLATES . GRIP TOLL 20.0.: Plate Grip: DOL' .:. .1.25 TC .: 0:77 Vert(LL):-0.31,17-19 >999 240 .. MT20 244/.190 TCDL 15.0. Lumber DOL . 1.25 BC . 0.82 Vert(CT) '1K 17-19 >767 180 " BCLL 0,0 Rep Stress Ind .: YES WB 0.88 Horz(CT) 0.20.. 12 n/a n/a BCDL 10.0 Code, FBC2020/TP12014; Matrix -AS 1Neight:,250 lb FT = 20% .LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* ": " .. " .. "' TOP CHORD" Structural wood sheathing directly applied. Except: ".. ". 5-8: 2x6 SP No.2 1 Row at midpt :6-8 BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 9-15: 2x4 SP No.3," 12-15: 2x4 SP No.2 WEBS 1 ROW atmidpt " 3-19, 5-17 WEBS 2x4 SP No.3'Except' 14-16: 2x4 SP No.2 OTHERS "' .2x4 SP No.3 (size) 2=0,8-0, 12=0-8-0 Max Holz 2=424(LC, 9) Max Uplift 2=-813(LC 10), 12= 821(LC 10) Max.Grav 2=2184 LC 15 , :12=2214 LC 16 .. FORCES. (lb) -.Max. Comp./Max. Ten. - All forces:250 (lb) or less except when shown. . TOP CHORD 2-3=-3869/1523, 3-5=-2982/1353, 5-6=-2766/1342, 6-8=-2494/1150; 6-7=-323/268, 7-8=-334./2.85; 8-9=-3121/1456, 9-11- 3872/1629; 11-12=-3920/1507. BOT CHORD 2-20=-1040/3683,:19-20— 1040/3683; 17=19==693/2778, 16-17=-103B/3290,' 9-1 6=-214/820,12-14==1108/3409 WEBS 3-20=0/272, 3-19= 966/381, 5;19=-65/730, 5-17=-208/364, 8-17=-272/1005, 14-16=-1,103/3265, 11-14=-470/315, 9-.17=: 1.128/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. :. . 2) Wind: ASCE"7-16; Vult=160mph (3-second gust):Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat:: 11; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to.14-2-8, Extedor(2R). . 16-16-8 to 23-8-6, Interior(1) 23-8-6"to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C.for members and. forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements specific to the Use of. this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads. 6) '.This truss has been:designed for a live load of 20.0psf on the bottom chord in all:areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members, with BCDL = 10.Opsf. " 7) Provide mechanical connection (by others) of truss to*bearing plate. capable of withstanding 100 lb uplift at joints) except IjWb). _ 2=813; 12=821 - - ... - . Joaquin Velei.PE No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Ceit 6634 sheetrock be applied directly to the bottom chord. 8) Graphical puffin representation'does not depict the size or the orientation of the purl(n.along the top and/or bottom chord. . 6904 Parke East Blvd. Tampa FL 33610 Date: ; June 15,2021 ". Q WARNING -Verity design "parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only. with. MiTek® connectors. This design is based. only upon parameters shown, and :is for an Individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall. building design. Bracing Indicated is to prevent buckling of Individual truss web.and/.or"chord members only: :Additional. temporary and permanent bracing MiTek'.. is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see . : ANS/?P11 Quality Criteria, DSB•99 and BCSI Building Component , : 6904 Parke East Blvd. Satetylntormation, available from Truss Plate:lnstitute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty' : _ Ply GHO Homes -'Clementine -Traditional r ..T24343830 2755274-GHO-I9MW All Roof Special 1 1 ' Job Reference (optional) t3uiiuers rrrsiouurce trlani.L ny, r-L), ; rlani L111y, rL - JJbb/, C.4Ju s uun z zuzl mi i eK Inousines, Inc.. I ue-Jun l b UB:ud:b`J zuzl -rage l - ID:g118wLVNi6YkTT7fiBJBhFyw6EN-2_DOnLvDxtRBMNndOuiScH621NX00hWzgwyvZ4z64h6 " 2-0.0 5.6-11 1 14-l%I 1,919-0 2-6.0' 2-9-9 39-6-0 41-6-0 .0-0 -6-11 3 2-I 6-920 6-8-7 2-0-0 Scale=.1:82.6 5x6 = 7. : 6.00 12 5x6"_ 5x6 = 3 5.. 4 35 6 " 4x6 3x6 33 8 3x4 i 32 3x6 4 3 9 3x4 2x4 II 10 !` 2x4 11 31 "2x4 I. 2 2x4:II. 36 'II 2x4 'II 1 2x4 0 18 17 37 38 18 15 12 v o. 3x6 — 2x4 11.:. 5x6 =:.:. ' ' .:. 3x6 = 3x6 14 13 3x4 I I 6x8 = 12 2 8 14-10-8. 19-9-0 26.6-0' " 32-9 ° n n c .f J\n IJ-- tU. - - --OJ,tIJ.V-J-O,V'J-Vf,tIV:V-U-IL,CUI{OJ, tI/.V-L-IL,V-JWJ' - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl • Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC .. 0.77 . Vert(LL): -0.29 16-17 >999 240 MT26 244/190 TCDL ... . 15.0: Lumber DOL ' ' ' 1.25 BC 0.97 Vert(CT) -0.61 15-16 >774 180 BCLL .: 0.0 * Rep Stress Inor YES W B " 0.87 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 A. Code, FBC2020[TP12014 Matrix -AS „ V1leight:,240 lb FT = 20%• . .. - . .LUMBER- BRACING - TOP CHORD..2x4 SP No.2 TOP CHORD'" ..'Structural wood sheathing directly applied. BOT CHORD2x4 SP No.2 *Except BOT CHORD Rigid ceiling directly applied. 8-14:2x4 SP No.3 WEBS 1 Row at midpt 6-16, 7-16, 8-16 WEBS 2x4 SP No.3'Except 13-15: 2x4 SP No.2 OTHERS 2x4 SP N0.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Hors 2=422(LC 9) Max Upliff2=-813(LC 10), 11— 821(LC :10). , MaxGrav"2=2171(LC 15), 11=22031(CC 16) FORCES. (lb).- Max. Comp./Max. Ten..- All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-3895J1658, 3 5=-3I10/1493;.5-6=-2769/1459,.6-7=-2608/1386, 7-8=-2629/1975, 8-10= 3867/1712, 10-11=-3861/1557. ' . BOT CHORD 2-18==1233/3714, 17-18=-1233/3714, 16=17=-1012/3113, 15-16=-1138/3327, 8-15=-197/941,' 11'-13=-1145/3349 WEBS 3-17=-852/361, 5-17==328/1046, 6-17=-590/274, 6-16=-1.171/641, 7-16=-815/1880,:: 8-16=-1510/652, 13-15= 1111/3289, 10-13=-496/323' ' NOTES- ... 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7716; Vult=160mph'(3-second. gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E): 2-1-7 to 1-9-15, Intedi r(1) 1-9-15 to 8-3-2, Exterior(2R) 8-3-2 to 12-2-8; Extedor(2E) 12-2-8 to 14-16-6, Intedor(1) 14-10-8 to:15-9-10, Extedor(2R) 15-9-10 to 23-6-6, Intedor(1) 23-8-6 to: 37-8-1, Exterior(K) 37-&1'to 41.7-7 zone; cantilever left and right exposed ;C-C forr members and forces & MWFRS for reactions Shown; Lumber DOL=1.60 plate grip DOL=1.60 3). Building Designer / Project engineer responsible for;verifying applied roof live load. shown covers rain loading requirements specific to the Use 'of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .: 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-.0-0 wide will fit between the bottorn chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss -to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b). 2=813; 11=821'. Joaquin Velei:PE No.66162 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc: FL Cart 6634 sheetrock be applied directly to the bottom chord. ' 6904 Parke East Blvd. Tampa FL;33610 . . a e:: June 15,2021 WARNING - Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only witli MITek® connectors. This design is based. only upon parameters shown, and is for an individual building component, not - �• ' a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or.chord members only. Additional. temporary and permanent:bracing ' NOiTek' is always required for stability and to prevent collapse,with possible personal injury and property damage. For general, guidance regarding the :. : fabrication., storage; delivery, erection and bracing:ot trusses and truss systems, see . ANSIITP11 Quality Criteria, DS649 and SCSI Building Component 6904 Parke East BNd. . Saletylnlormation. available from Truss Plate:lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional T24343831 2755274-GHO-I9MW Al2 . Roof Special Job Reference (optional) CUOaers rtrst5ource Imam tiny, t-L), Plant ony, t-L - 33b6/, : 8.430'sJun 2 2021 MI I ek Industrles,'Inc.: TUe:JUn 15 09:10:02 2021 ' Page 1 d. ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-SZvXPNy5EopjDrW ChOX9EvkZiaabD4CQMuAZAPz64h3 2-0-0 19-9-0 2660 2-99 39-6-0 41-6-0 4812 515-13: 2- -8 90 --.8-76-10c0.0 632 Scale=1:73.8 5x6: =:: 6 5x6 -. Sz12 = 34 35 4x6 .� 4 7 6.00 F12 33 3x6 32 B 3z4 , 3. 9.. 31 2 m 36 0. .18 17 16 15 .. 14 Sx8 = 10 .0 4x6 1 1 v 3x6./ 3x8 = .= 3x8 = 0 13 12 M. 3x4 11 5x6 _ 10-2-8 1n 1 12-10-8 .. I a_o_n 19-9-0 c an o " 26.6-0 32-9-9 39.6-0 c n n c o c. e Y - o lnrl/-- LOADING (psf) rL.V-L-1 VrV-I-cit,LY.V-J-V,V-c-VJr:tIY:V-u-IL,Vv-YI SPACING- 2-0-0 . CSI. ' :DEFL. in (loc) Udefl Ud :PLATES GRIP TCLL 20.0.:. PlateGdp:DOL .1.25 TC.: 0.81 Vert(LL): 0.29.14-15 >999 240 MT20 ..244/190 TCDL 15.0. Lumber DOL 1.25 BC . 0.88 Vert(CT) . -0.55 14-15 >870 180. BCLL 0.0 ' Rep Stress Incr .: YES WB 0.74 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code. FBC2020/TP12014, • Matrix -AS Weight: 240 lb FT = 20%: LUMBER- BRACING- .. . .. TOP CHORD 2x4 SP No.2 .... TOP CHORD' .. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except' .' BOT CHORD Rigid ceiling directly applied. 2-16: 2x4 SP No.1, 7-13: 2x4 SP No.3. WEBS 1 Row at midpt • 5-15, 6-15, 7-15 WEBS 2x4 SP No.3 `Except` 12-14: 2x4 SP N0.2 OTHERS - 2x4 SP NO-3 REACTIONS. (size) 2=0-8-0, 10=078-0 Max Horz:2=422(LC 9) Max Uplift'2=-813(LC 10). 10=-821(LC 10) Max Grav:2=1926(LC 1), 10=1926(LC.1) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces:250 (lb) or less except when shown. TOP CHORD. .2-3= 3435/1738, 3-4=73018/1532; 4-5=-2644/1479,.5-6=-2410/1350, 6-7=-2421/1358,' 7-9=-3464/1692,9-10=-3387/1542 BOT CHORD 2-18==1302/3160, 17-18=-1182/2985, 15-17=-1183/2984, 14-15=-1116/3035, 7-14=-196/741,:10-12- 1131/2949 WEBS =: _ ..' 3-18=-537/349, 4-18=-416/1035, 5-18=-777/440, 5-15==1194/724, 6-15=-740/1568, sq 7-15=-1305/638, 12-14=-1100/2897, 9-12= 496/320 NOTES- ... 1) Unbalanced roof live loads Have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second,gust) Vasd=124mp1h; TCDL=5,Opsf; BCDL=5.0psf; h=15ft; f3=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E): 2-1-7 to 1-9-15, Interior(l) '1.9-15 to 6-3-2, Exterior(2R) 6-3-2 to .10-2-8, Exterior(2E) 10-2-8 to 12-10-8, Interior(1) 12-10-8'to.15-9-10, Extehor(2R) 15-9-10 to 23-8-6, Interior(i) 23-8-6 to. 3778-1, Exterior(2E) 3778.1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces MWFRS for reactions .. .. shown; Lumber DOL=1.60; plate grip DOL=1.60 3). Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use bf this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise. indicated. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. .... .. .. 7) *This truss has been designed fora live load of 20.0psf on the bottom chord in all.areas where a rectangle 3-6-0 tall byy 2-0-0 wide will fit between the bottom chord and. any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 1U uplift: at joint(s) except at=lb) Joaquin Velez PE No.68182: 2=813, 10 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum MiTek USA, Inc: FL Cert 6634 sheetrock be applied directly to the bottom chord. . :. 6604 Parke East Blvd. Tampa FL 33610 : . - a e: . June 15,2021 WARNING - Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is foi an individual building component, not �• . A truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only; :Additional. temporary andpermanent bracing /t MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication., storage; delivery, erection and bracing of trusses and truss systems, see . : ANSI/TPI1 Ouality Criteria, DSB-89 and SCSI Building Component ' : 6904 Parke East BW. Safety Informationavailable from Truss Plate lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 ' Job Truss Truss Type Qty : Ply GHO Homes - Clementine - Traditional 1 + T24343832 2755274-GHO-19MW At3.:. Roof Special 1 1' ' Job Reference o tional t uliaers mrstbource trlant uRy, rLj, rlant L:Ity, rL-;33bb/, .. - - m4Ju s-Jun 2 zU21 mi I eK Inousines, Inca I ue. Jun i b Ue:i U:UJ zuei rage l ID:gIlBwLVNi6YkT r7fi BJ6hFyw6EN-wlSvcjzk_5xar?5OFk2On7Hn4_wkyXcZaYw6i rz64h2 -2-04 3-7-4 8-2-8-10-10-8 14-9-9 19=9.0 26-6.0 32-9-9 39-6-0 41-6-1, 2-050 3-7-4 4.7-4 .2-B-0 3-11-1 4.11-7 6.9r0: 6.3-9 6-8.7 2-0-0 Scale=.1:81.1 5x6 = 7 3x6 �34 35 6:.4x6 Q .. 5x8 = 8 6.00 12 4 :: 3x6 2x4: 3x4 2x4 II 3 33 10 n 2x4 11 32 m 2x4 11 .:2 1 36 2x 2x4 112x4 l l N 19 19 :17 37 38 16 15 5x8MEZZZaD '=... 11 c? o 4:= 3xB = 3x[3 - 3x8 = 14 13, 3x6 . 12 4x4 = 3x4 I I 6x8 8-2-8 10-1%8 19 9=0 26.6-0 - 32 9 9 39-6-0 B-2-B 2-8-0 8-t0-8 6-9-0 6-3-9 6-8-7 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [5:0-5-4,0=2-8], [13:0-3-8,0-3-0]; [15:0-5=12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Vdefl: Ud PLATES GRIP TCLL 20.0 :. Plate Gdp:DOL .1.25 TC.: 0:58 . Vert(LL): 0.39 16-18 >999 240 MT20 . 244/190 TCDL 15.0. Lumber DOL 1.25 BC . 0.86 Vert(CT) ' -0.78 16-18 >609 180 ' BCLL 0.0 * Rep Stress Incr YES W B . 0,73 Horz(CT) : 0.21 11 n/a n/a BCDL 10.0 Code. FBC2020/TP12014" , : Matrix -AS :We.ight:•243 lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD' Structural wood sheathing directly applied. BOT CHORD" 2x4 SP No.1 `Except` BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3, 11-14i 2x4 SP No.2 . WEBS 1 Row at midpt 6-16, 7-16, 8-16 WEBS 2x4 SP No.3'Except* 13-15: 2x4 SP No.2 -OTHERS 2x4 SP No.2 `Except* 21-22,24-25:2x4 0.3 " .. . .. .. REACTIONS. (size) . 2=0,8r0,.11=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2 813(LC 10), 11=-821(LC 10) Max Grav 2=2172(LC 15), .11=2201(LC 16) FORCES. (lb) -.Max. Comp./Max. Ten. -All forces:250 (lb) or less except when shown. TOP. CHORD 2-3=-3904/1736, 3-4=-3542/1582, 4-5=73173/1518, 5-6— 4280/2040; 6-7=-2641/1355, 7-8=-2636/1335, 8-10=-3857/1673, 10-11=-3858/1526 BOT CHORD 2-19=-1308/3762, 18-19=-1326/3998, 16=18==984/3161, 15-16=-1103/3316,' 8-15=-196/919, 11-13= 1117/3346 WEBS 3-19=-421/253, 4-19=-4.10/1262, 5-1 9=-1 225/466, 5718==1054/593, 6-18=-653/1575, 6-16= 11.93/644, 7-16=-805/1612, 8-16=71491/654, 13-15=-1086/3263, 10-.13=-493/317 . NOTES- 1) Unbalanced roof live loads have tieen considered for this design. ::.: 2) Wind: ASCE 7-16;•Vult=160mph (3-second gust).Vasd=124mph; TCDL'=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. - 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-1-71c, 1-9-15, Interior(l) .1=9-15 to 4-3-2, Exterior(2R) " :4-3-2 to 8-2-8, Exterior(2E) &2-8.to 10-10-8, riterior(.1) 10,10-8 to 15-9-10, Exterior(2R)-15-9-.10 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members:and forces & MWFRS;for reactions Shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building:Designer / Project engineer responsible for verifying applied: live. load shown covers'raiti loading requirements specific' " to the use of this truss component. 4) Provide adequate: drainage to prevent water.ponding. % This truss has been designed fora 10.0 psf bottom chord. live. load nonconcurrent with any other jive 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 2-0-0 wide will fit between the bottom chord and"any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) :of truss to bearing plate capable of withstanding 100 lb uplift_at joint(s) except at=lb) Joaquin Velez PE No.68182 2=813,11=821' 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directlyto the top chord: and 1/2" gypsum sheetrock be applied directly to the bottom chord. . 69t04 Parke East Blvd. Tampa FL 336.10 " June 15,2021 sm .. 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. " Design valid for use only with, MITek® connectors. This design is based, only upon parameters shown, andis for an individual building component, not • • .�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is io prevent buckling of Individual truss web.and/or,chord membersonly: Additional"temporary and permanent:bracing. . MITek' Is always required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the _ . _ :.: . , . ... fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see . " : ANSIMP11 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd, Saletylntormation, available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1 Tampa, FL 36610 Jab Truss Truss Type Qty Ply GHO Homes -;Clementine '- Traditional . T24343633 2755.274-GHO-I9MW Al :. Roof Special 1 :.A: Job Reference (optional) bufaerS mrstbource f mant tiny, tTL), Plant Gay, t L - 33bbl, - 11.43U s Jun 2 2Uzl MI I eK mausmes, Inca I Ue: Jun 1 b UV:1 U:Ub 2U21 -rage 1 ID:qllBwLVNi6Y.kTT7fiBJ8hFyw6EN-tBafl P,_WjBH4IFnM94ssYM7NocsQPus2sPDmjz64hO 2-0-0 , 6-2-8 8-10-8 , 14-3-12 19-9-0 21-7-2 27-4-4 34-2-7 3 6.0' , 41=6-0 , 2,0-0 6-2-8 2-8-0 : 5-5-4 5-5-4 1-10-2 5-9-2. 6-10-3 S-3-9 2-0-0 scale = 1:73.8 .5x6. _. 6 7 4x4 36 37 5 3x4 Sx8 = 54 = 8 6.00 F12 3 3x6 9 -3x4 35 10 34 n. , 2 rn ", 1 0 21 20 19 18 39 17 10x12 — 11 c9 0 .. 4x4 = 3x4 _. 4x6 = 12-7 v o _ 3x6 16 14 13 3x6: bx6 = 6x8 = . 6-2-8 8-10.8 14-3-12 21-7-2 27-4-4 34-2-7 39-6-0 6-2-8 2=8.0 : 7-3-6 5-9-2 6-10-3 5-3-9 Plate Offsets (X,Y)--' [3:0-6-0,0-2-8) LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (loc) Udefl. Ud :PLATES GRIP TCLL 20.0 - PlateGrip:DOL'.:. .1.25 TC.: 0.59 Vert(LL): -0.33 17-19 >999 240 MT20 244/.190 TCDL 15.0. Lumber DOL .': 1.25 BC .0.88 Vert(CT) .-0.6817-19 >695 180.': . BCLL 0.0 ' Rep Stress Inor YES WB . 0.81 Horz(CT) 0.21 11 n/a . n/a BCD.L 10.0 Code. FBC2020/TPI2014:.: Matrix -AS Weight:,251 lb FT = 20 LUMBER- BRACING - TOP CHORD..2x4 SP No.2 ""' TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except . ' BOT CHORD Rigid ceiling directly applied. Except: 2-18i 2x4 SP No.1, 7-16: 2x4 SP N6.3 , 1 Row at.midpt 7-17 WEBS 2x4 SP N6.3'Except WEBS 1 Rowat;midpt. 4-19, 5-17, 6-17 14-17: 2x4 SP N6.2 ' OTHERS 2x4 SP No.2 `Except` " 23-24,26-27: 2x4 SP No.3 REACTIONS. (siie) . 2=0-8-0,,11=0-8-0 Max Hori'2=422(LC 9) Max Uplift 2= 813(LC 10), 11=-821(LC 10) Max Gram 2=2164(LC 15), 11 =2197(LC 16) . FORCES. (lb) -.Max. Comp./Max. Ten. All forces:250 (lb) or less except when shown. TOP CHORD 2-3=-3770/1620, 3-4=-4226/1924, 4-5=-3513/1614, 5-6=-2407/1233, 6-7= 2859/1519, 7-8= 2902/1415, 8-10=-3228/1418, 10 11=-3968/1533 BOT CHORD 2-21=-11'57/3575, 20-21=-1155/3586; 19=20=-1570/4528, 17-19=-993/3324; 13-14= 1149/3467, 11:-.13--.1149/3467 WEBS ..'. .' 3-20=-627/1460, 4-20-1080/529,'4-19=-1392/667, 5=19=-267/1010, 5-17=-1491/673,. 6-17=-978/2144, 14-17=-892/2776, 8-17=-466/281, 10-14=-796l291 NOTES- 1) Unbalanced roof live loads have been considered for this design. ; 2) Wind: ASCE.7-16; Vult=160mph (3-second: gust). Vasd=1 24mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat7. : . ' Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-1-7.to 1-9-15, Interior(1):1-9-15 to 2-3-2, Exterior(2R) : . : 2-3-2 to 6-2-8, Exterior(2E) 6-2-8.to 8-10-8, lntedor(1):8710-8 to.15-9-10, Exterior(2R) 15-9-10. to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left arid'right.exposed ;C-C for members'and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL.=1.60 " 3) Building:Designer/ Project engineer responsible for verifying applied:roof live load shown covers :rain loading requirements specific to the use of this truss component. 4) Provide adequate: drainage to prevent water.ponding. 51 All plates are 2x4 MT26 unless. otherwise indicated.::. ' 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrenf with any, ny other live loads. 7) ' This truss has been designed foe a live load of 20.00sf 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, Joaquin Velez.PENo.68182 82 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.lb uplift at joint(s) except Qt=lb) - MiTek USA,Ine: FL Cert 34 2=813; 11=82t. 9) This truss design requires that a minimum of 7/16".structural wood sheathing be applied directly to the top chord and'1/2" gypsum - 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 15,2021 . 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with, MiTek® connectors. This design Is based only upon parameters shown, and:is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and prop6dy incorporate this design into the overall. • building design. Bracing indicated is to prevent buckling of individual truss web and/.or.chord members only: -Additional,temporary and pennanentbricing. MITek• is always required for stability and to prevent collapse. with possible personal injury and property damage. For general. guidance regarding the fabrication., storage; delivery, erection and bracing:of trusses and truss systems, see . ANS11TPII Quality Criteria, DSB=99 and BCSI Building Component 6904 Parke East Blvd. ' Safety Information. available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - .. Tampa, Fl: 36610 Job Truss Truss Type Qty : Ply GHO Homes -Clementine -Traditional T24343834 2755274-GHO-I9MW Al.: Roof Special Job Reference (optional)' tyuueers rlrsibource trlani.cny, rul, . " rlani cl1y, rl-- aclbei, t5.4au saun z zucl mi i eK Ineusmes; Inc._ I udun n ib UV:1 u:Ub zurage i e ID:g118wLV.Ni6YkTT7fiBJ8hFyw6EN-LK82Fl?cHOJ8iSgzwsb5PlvHoCxG9r ..?HWBnJAz64h? - 2-0-0 2-8-0 - 5-10.15 5-7-1- - 1-2-9 1-6-7 5-11-13 5-11-15 6-0-13 5x8 = — Sc = ale 1:74.9 5x6 = 3x4 i 37 38 3x4.\ . 5 8 5x8 6.00 12 = 5x6"=. 3x6 J3&4 r 3 9 m 10 36 m 2 _. gg 24 23' — P2 .. _ 20 5: 40 166. 11, c?. 12. 4x6 — 4x6 = 4x6 = 5x8 = 6xB._ 17 16 14 13 3x6 5x6 = I. 4x6 . 3x4 =w. 3x4 " 5xl2 I 4-2-8 610-8 i 12-9-7 18 4 19-7-1 21-1-8, 27-1-5 , 31-1-1 ',. 33-1-4 - 3%6-0 4-2-8 2-8-0 .5-10-15 .5-7-1: 1-2-9 1-6-7 S-11.-13.. 3-11-12 2-0-3 6-4-13 _ .. - Plate Offsets (X,Y)--[3:0-6-0,0-2-81,[6:0-6=0,0=2-81,[7:0-3-0,0-2-01;11 9:0-6-0,0-0-01,120:0-3-8,0-4-41 LOADING (psf) SPACING- 2-0=0 CSI. :DEFL. in (loc) I/deft . Ud PLATES.: GRIP TCLL 20.0 " Plate Gdp:DOL" :. .1.25 TC 0.61 Vert(LL). 0.32 19-20 >999 240 MT20 244/.190 TCDL 15.0: Lumber DOL 1.25 BC 0.94 Vert(CT) . -0.62 : 17 >767 180 .' BCLL .. 0,0 Rep Stress Incr .: YES W B . 0.85 Horz(CT) 0.24 11 n/a n/a . 13CD.L 10.0 Code" FBC2020/TP12014 Matrix -AS Weight: 269 lb FT = 20%: LUMBER- BRACING- TOP CHORD .2x4 SP No.2 ".. TOP CHORD' .. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. 2-21; 2x6 SP No.2, 18-21: 2x6 SP M 26 . . . WEBS" 1 Row at.midpt 4-22, 5-20, 6-18, 8-16 WEBS 2x4 SP No.3 - .. ..... OTHERS 2x4 SP No.3 REACTIONS::. (size) 2=0-8-0, 11=0=8-0". . . Max.Horz 2=395(LC 9) Max Uplift:2=-813(LC 10), 11=-821(LQ 10) Max Grav 2=2164(LC 15), 11=2216(LC 16) FORCES. (lb) -:Max. Comp./Max. Ten: = All forces 250 (lb) or less except when shown. TOP CHORD. 2-3— 4017/1692, 3-4=-5227/2295,:4-5= 3908/1783,'5-6=-2821/1451, 6-7=-2156/1283, .7-8=-2451/1321, 8-10=-3206/1:469, 10-11=-3910/1565 . BOT CHORD 2-24=-1240/3809, 23-24=-1239/3825; 22=23=-2021/5568, 20-22=-1193/3667,. 19-20=-708/2650, 18-19= 631/2409,; 17-19= 591/2089, 16-17=-572/2121;:, . , 14-16=-917/2710, 13-14=-1156/3396; 11=13==1156/3396 WEBS 3-23=-950/2137, 4-23= 1329/694; 4-22=-2014/878, 5-22=-238/903, 5-20=-1409/662; 6-20= 738/2313, 16-18=-270/967, 7-18=-302/821, 17=18=-2848/750, 6-18=-1430/358, .. .... 8-14= 72/603, 8-16=-1054/471, 16-14=-780/284 NOTES- 1) Unbalanced roof live loads have Been considered for this design. : " 2) Wind: ASCE 7-16;.Vult=160mph (3-second: gust)Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-1-7.to 1-9-15, Exterior(2R) 1-9-15.to 4-2-8, Extedor(2E) . 4-2-8 to 6-10-8, Interior(1) 6710-8.to 14-5-2, Exterior(2R) 14-5-2 to 25-0-14, Interior(1) 25-0-14 to 37-8-1, Exterior(2E) 37-8-1. to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS:for reactions shown; Lumber DOL=1.60 plate - grip. DOL=1.60 3) Building;Designer/ Project engineer responsible for verifying applied: roof live. load shown covers 'rain loading requirements specific to the use'of this truss component. 4) Provide adequate: drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated.::.' ..' 6) This truss has been designed for a 10.0 psf bottom. chord "live load nonconcurrent with any:other live loads. 7) . This truss has been designed for alive. load of 20.0psf on the bottom chord in al[ 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, Joaquin Velez PE No.68182 8 Provide mechanical connection b others of:truss to bearinglate ca able; of withstanding 100 lb uplift at joints except t=lb . . " (y ) p p g I? l O p — ) MiTek USA, lnc: FL Cet 6634 2=813;11=821. 9) This truss design requires that a minimum of 7/16".structural wood sheathing be applied directly to the top chord and 1!2" gypsum 6904'Parke East Blvd. Tampa FL 33610 . sheetrock be applied directly to the bottom chord. Date:: b. June 15,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTekO connectors. This designi is based, only upon parameters shown, and is for an Individual building component, not �• ' a truss system. Before use, the building designer must verify the applicability of design parametersand property incorporate this design into the overall. ; . building design. Bracing indicated is to prevent buckling of individual truss web and/or,chord members only: Additional temporary and permanent bracing. MiTek°" Is always required for stability and to prevent collapse,with possible personal injury and property damage. For general,guidance regarding the .. . fabrication, storage; delivery, erection and bracing: of. trusses and truss systems, see, : ANSIMP11 Quality Criteria, DSB-89 and SCSI Building Component - 6904 Parke East Blvd. Saletylnlormation. available from TrussPlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional ' T24343835 2755274-GHO-19MW A16:. Roofs Special Girder 1 • Job Reference (optional) tjunoers mrstbource (mant -Glty, rL), : mam Loty, I-L = JJbb. 1, - - b.4JU s Jun z zuzi mi I eK In0USlnesOnc. I ue Jun lb mm U:U`u zuzl rage l .... ID:gIfBwL:VNi6YkTT7fiBJBhFyw6EN-IvgAtml,UaxijZwYYb_9o00Xm P.yiMC?SzTNRuVz64gy 19-0-9 21-1-0 •2-0-0 : 2-2.9 4-10-9 11-0.2 16-4-9 17-51 1 -11- 5 . " .25-B-10: 29-11-4 33-5-12 36-5-14 39-6-0 41-6-0 2,0.0..2-66-1-9 . 5-4-8' 4-2-10 .. 3-6-6 : .. 3-0-2 3-0 Scale=.1:76.4 ' . .6x8 = 6x8 = 8 .. .. 6 7 9 4x4 5 4x4 <: .. 10 4x8 6.00 F12 5x8 .6x8: _ 4x4 �':. .. n ro .. .12- ao 3 13 2. 2 6 4 0 1 . 33 32 31: 30 Sxi 29� — — 1 7 _ 19 1 _ 8: 12 x — — — — of o 14 IN 15=� v . — 4x6 — 3x6 II " 5x6 = 5x12 = 4x8 = 3x6.= o 23 22 _ 21�x 4z4:-0 17 16 3x6 4x6 = 3x4 =. 6x8 = .i 2-2-9 4-10-9 11-0-2 i6.4-9 ,7-5 1-1p 19-11-15 21-11 25-8-10 29-11-0 33-5-12 36-5-14 39-6-0 , LOADING (psf) SPACING- 2-0-0 _ CSI. DEFL. in (loc) : I/dell.. Ud :PLATES.. GRIP TCLL 20.0.: Plate Grip"DOL' :. .1.25 TC.: 0:74 . Vert(LL):.. 0.41.25-26 >999 240 .. MT20 244/190 TCDL 15.0. Lumber DOL ' . 1.25 80 . 0.95 Vert(CT) . -0.73 25-26 >651 180. BCLL 0,0 '. Rep Stress inor .: NO WB . 0.87 Horz(CT) . 0.29 : 14 n/a n/a . BCDL 10.0 Code, FBC2020(fP12014 Matrix MSH 1Neight:.335 Ito FT = 20%: LUMBER- BRACING- TOP CHORD .2x6 SP No.2 `Except` TOP CHORD .,Structural wood sheathing directly applied or 1-10=14 oc purlins. 1-3,3-4,11-15: 2x4 SP No.2. BOT CHORD Rigid ceiling directly applied or6-0-0 oc bracing. . BOT CHORD 2x4 SP No.2 `Except* " WEBS 1 Row at.midpt 4-31, 8-22 2-30,13720:2x.6. SP M 26, 24-27: 2x4 SP No..1.; 9-21: 2x4 SP No.3 " . . 28-30: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` :3-32,20-24,27-31: 2x4 SP No.2 OTHERS 2x4 SP No.2 `Except` 35-36;38-39; 2x4.SP No.3 REACTIONS. (size): 2=0-8-0, 14=0-B-0 Max Horz 2=391(LC 7):. Max Uplift 2=-873(LC 8), 14=-825(LC 8) Max:Grav 2=1948(LC 36), 14=.1923(LC 1) . FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown.. TOP CHORD 2-3=-3767/1375, 3-4=75884/2199, 4-5= 3975/1496, 5-6=-3081/1205, 6-7=-2721/1146, 7-8=-2707/1142, 8-9==2773/1129, 9-10=-3283/1285;10-12=4315/1571, 12-13=-5852/2023, 13-1.4= 3373/1163 BOT CHORD 2-33=-1016/3606, 32-39=-1032/3667, 31-32=-2065/6275, 29-31=-234/834, 28-29= 211/677; 26-27= 430/2109, 25-26=: 641/2770, 24-25=-643/2781; 9-20=-148/481, " 19-20=-1125/3859,,18-19— 1594/5183, 13-18=-1531/4984, 17-18=-515/1748, 16-17==902/2970, 14-16=-881 /2955 ' WEBS .' ". 933=-117/457, 3-32==1102/2835, 4-32=-1482/639, 431=>2700/1029, 5-31=-77/479; 5-27=-1112/524, 27-29=0/276,:6-27=-339/996, 7-27=-251/109, 7-24=-1072/470, ' 22-24=0/255,.8-24.=-795/2002, 10-20a-1251/475, 10-19=-205/826, 12-.19=-:1447/509, 12-18=-310/1154, 13-17= 3209/972; 20-24- 754/2901, 9-24=-782/380, 27-31=-821/2797 ... . NOTES- :...:s. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-.16;:Vult=160mph (3-second gust):Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ff; Cat. .: .. Il; Exp C; Encl., GCpi=0.18W.. ; MFRS (directional); cantilever left and right exposed.;: LUmber.DOL=1.60 plate grip. DOL=1.60 "' " " 3) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate -drainage to prevent water-ponding. Joaquin Veld PENo.68162 5) All plates are 2x4 MT20 unless otherwise'indicated. TThishis truss load withany other live loads. for ra 6904 Parke East Blvd. Tampa FL:3361.0 10weP ad of 20.Opsf on the bottove truss has been designed foned m chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide 7) m chord . . . Will fit between the bottom 'chcrd and any other members. Date: _ 8) Provide mechanical connection (by others) of -truss to bearing plate. capable. of,withstanding 100 Ib. uplift. at joints) except Gt=1b): -: - - June. 15,2021 a .: & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with: MiTek® connectors. This deslgri is based only upon parameters shown, and:is for an Individual building component, not l• a truss system. Before use, the building designer must verity -the applicability of design parameters and propedy incorporate this design into the overall. - - building design. Bracing indicated is to prevent buckling of individual truss web and/0r-chord members only: Additional, temporary and permanent bracing �p T - Is always required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the IVI� le" fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see. - : ANSYTP11 Quality Criteria, OSB+B9 and BCSI Building Component 6904 Parke East BIJd._ Setetylnformation. available from Truss' Plate: institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 - Job Truss Truss Type Qty Ply GHO Home's - Clementine -Traditional r ; T24343835 2755274-GHO-I9MW A16.: Roof Special Girder 1 Job Reference (optional) A WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and:is for an Individual building component, not - ' a truss system. Before use, the building designer must verlfythe applicability of design parameters and properly Incorporate this design into the overall. - building design. Bracing indicated is to prevent buckling of individual truss web -and/or _chord members only: Additional.temporary and permanent bradn9 MITek� is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the - - fabrlcation, storage; delivery, erection and bracing, of trusses and truss systems, see . . : ANS//TPII Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information. available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional T24343836 2755274-GHO-I9MW At7.: Roof Special Job Reference (optional) "imerS t-Irsl50urce (Flan t.;ny, rL), Flan[ taty, rL - 3Jbbl, - 6.43U s Jun z zuzi mi I eK InausuteS,-Inc. I ue-JUn it) uu:l U:l1 zUZT rage 1 ID:gIIBwLVNi6Yk-tT7fiBJ8hFyw6EN-hbaIS316YyRoDixj PBG5pcAODh7g6pkQnsxzNz64gw "' 1-9;0 , 5-7-7 .9=1-15 :. 11-4-8 i 13-7-1514-4e" 16=11-15" " 18-1-Q 24,1-4 30-1-3 "' " i 36-6-0 38-6-0 i. .. r3-10-7 . 3-6-9 ' 2-2-9 2-3-7 0 4 9. 2=11-7: 1-1-1 6-0,4 . 5-11-15 .. 6-4-13 2-0,0 scale =.1:67.4 5x6 ._ 6 6x8. ... 5x8II .. . q. . . 40 41 3x4.\ . 6.00 f12.: 7 3x4 i .39 3x6 Q 3.. 8 3x4 z�- .. 38 9 2 19 18 17 42 o . o 22 5x8 = 5x .. O 10 : 21 . 20 .1.4 1 . 2 .. 7x8 = -o�N 1 a 1'0 4ic6 = 16 15 13 12 34 3x6 - 4xt2 -..: .:. .. 1-4-8 .. .. .. .. .. - -. 0- 12 1 9 0 5-7-7 9=t-16 '11-4-8 13-7-15 :. 16-11-15' 1; 18-1- 24-1-4' 30-1-3 :::' 36-6-0 0- 12 0 4.8 : 3-10-7 3-6-9 21- 1, .2? 3-4-0 .1-1-1 6-0-4 5-11-15 - 6-4-13 Plate Onsets (A,Y)-- f1;U-U-U,U-1-L1, 14:U-4-U,U-1-1b1,:lb:U-3-4,U-2-81, I1 /:U-4-1L,U-2-8J, I1U:U-b-8,U-3-4), ILL:U-1-8;U-1-UJ :. . . LOADING (psf) SPACING- 2-0-0 : CSI. -DEFL. in (loc) : I/deft:: Ud :PLATES . GRIP TCLL 20.0.:. Plate Grip:DOL :. .1.25 TC.: 0.49 " Vert(LL)' 0.22.18-19 >999 240 MT20 2441190 TCDL 15.0: Lumber DOL 1.25 BC -. 0.76 Vert(CT) . -0.41 18-19 >999 180. . BCLL 0,0 .` Rep Stress Incr YES WB , 0.85 :: Horz(CT) .. 0.16 : 10 n/a ri/a - BCDL 10.0 Code. FBC2020(rP12014; Matrix -AS Weight: 2561b FT = 20%:. . LUMBER- BRACING. . TOP CHORD. 2x4 SP No.2 'Except' .. TOP CHORD" 'Structural wood sheathing directly applied. 4-5,5-6: 2x6 SP No.2 BOT CHORD:: Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 'Except' " WEBS 1 Row at.midpt 6-15 . . . . . .. .. 1-20: 2x4 SP No.1-, 24-25,26-27,5-20: 2x4 $P No.3. JOINTS 1 B'race at Jt(s):. 22 WEBS 2x4 SP NO.3' ' OTHERS 2x4 SP No.2'Except' :29-30: 2x4 SP No.3 WEDGE.:. Left: 2x4 SP No.3' .. :.:.: REACTIONS. All beatings 1-6-0 except at=length):10=0-8-0 _ : - (Ib) - Max Horz 1=-375(LC 8)sa Max Uplift All uplift 100.Ib or less at joint(s) except 1=-479(LC 10), 10=-771(LC 10), 23=-130(LC.10) . .. .. Max Grav: -All reactions 250 lb or less'at joints) except 1=1384(LC 1), 1=1384(LC 1), 10=1784(LC 1), 23=310(LC 15), 23=265(LC 1), 1=1384(LC 1) FORCES.-. (Ib) '-:Max. Comp./Max. Ten::-: All forces 250 (lb) or less except when shown. TOP CHORD1-2=-2780/1370, 2-3=-2838/1479,3-4=-2522/1400, 4=5= 2615/1527, 5-6=-2289/1341, 6-7=-2389/1350, 7-9=-2507/1348; 9-10= 3092/1447" BOT CHORD 1-23=-1048/2562; 22-23=-1048/2562; 21=22=-1048/2562, 5-19=-458/240;: 18-19=-1004/2633,,17-18=-984/2606,12-13=-1051/2689, 10-12=-1051/2689 WEBS 4=19=454/1103, 5-17=-936/578,'6-17=-768/1550,. . •.:4-21==275/107,'19-21=-757/2123, _. 7 17=-325/261, 7-13=-314/187,'9-13=-683/287, 3-21=-397/263, 13-17= 830/2226,' " 2-23=-256/202 .. ... NOTES- 1). Unbalanced roof live -loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=51t; Cat.: II; Exp, C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior (2E).0=0-0 to 3-11-6, Interior(1) 3-11-6 to 7=5-2, Exterior(2R) 7-5-2' to 114-8, Exterior(2E) 11-4-8 to 13-6-3, Interior(l) 13-6-3 to 14-1-10; Exterior(2R) 144-10 to 22-0-6, Interior(1) 2270-6 to 34-8-1,, ' .. .. Exterior(2E) 34-8-1 to 38-7-7 zone; cantilever left arid:rigFit exposed ;C-C for members and forces & MW FRS for. reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied,roof live load shown covers rain loading requirements 'specific, _... to the. Use of this truss component.. " • ""' Joaquin Velez PE No.68182 4) Provide adequate drainage to prevent water ponding. MiTek USA, Inc' FL Cert 6634 5) All plates are 2x4 MT20 unless otherwise- indicated.. 6904 Parke East Blvd. Tampa FL 336.10 6) This truss has been desiigned for a 10.0 psf bottom chord:live load nonconcurrent with any other live loads. 7) 'This truss has been desigried for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 Mall by 2-0-,0 wide Date: Will fit between the bottom chord and: any other members. JUI18 15,2021 . .. .. ... Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only. with. MITek® connectors. This design is based only upon parameters shown, and is foi an Individual building component, not �• A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or -chord members only: Additional temporary and permanent bracing. MiTek'.:.. is always required for stability and to prevent collapse with possible personal inJuryand property damage. For general. guidance regarding the _ - fabrication, storage; delivery, erection and bracing,of trusses and truss systems, see .. : ANSIITP11 Duality Criteria, DSO-89 and BCSI Building Component, 6904 Parke East Blvd: Sarety.lnformation.available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 r Tampa, FL'36610 Job Truss Truss Type Oty Ply GHO Homes -;Clementine -Traditional ' i :. T24343836 2755274-GHO-19tuWJ A17. Roof Special .. 1 1: Job Reference (optional) . All WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE .USE. . . . Design valid for use only with' MiTek® connectors. This design is based. only upon parameters shown, and:is fot an individual building component, not - ; �• A truss system. Before use, the building designer must verify the applicabllity of design parameters and propedy incorporate this design into the overall 'building - design. Bracing indicated is to prevent buckling of individual truss web and/or.chord members only: �Additional.temporary and permanent bracing - MiTek' is always required for stability and to prevent collapse -with possible personal injury and property damage. For general guidance regarding the - fabrication, storage; delivery, erection and bracing,ot trusses and truss systems, see . - : ANSUiplf Quality Criteria, DSB49 and SCSI Building Component, 6904 Parke East Blvd: Sa/elyinformation available from Truss Plate: lnstitute,.2670 Crain Highway, Sulte 203 Waldorf, MD 20601 Tampa, FL 38610 Job Truss Truss Type Qty . .' Ply GHO Homes - Clementine - Traditional T24343837 2755274-GHO-19M1111 A18.: Roof Special 1 A. Job Reference (optional) iSuuoers rlrsl.9ource trlam uny, rL), . rlam uny, I`-L.-:lJbti/, . 0.40U s JUn z ZUzI IVII I eK Inouslrles, mc. I ue uun l o Uea U:IJ zuzl rage 1 .. ... . ID:g118wLVNi6YkTT7fiBJBhryw6EN-eh3hj843eAC91 XsJggbkBEhUzOKGIOp1 u5Le1 Gz64gu 2-0.0, S-10-7 12-4-8 15-0=8 i6-T-15 21-1-0 27=T4 33-1-3 39-6-0 41-6-0 , 2-0-0: 5-190 7 " 6r6-1 2-8-0 1-7-7.. 4-5-1 " 6r0.4. 5-11-15 6-4-13 qss Scale-1:75.1 7x8 = 8 6.00 12 ' 5xB 7x8 = 738 '39 3x4 5.: 9: :. 4x8 i 37 3x6 3x4 3x4 i 4 10 3 3640 m 2 1 19 1 12 �1�:. 1 Sx8 = 20 13—L . o ..- 7x8 = .. :o 23 22 18' 17 16 41.• 15'" 14 3z4 = . 3x6 — 6x8 3x4 I 4x12 = 44 — : 3x4 = 3' i 5-10-7 12-1-15 15-0-8. t6-7-1�. 21-1-0 27-f-4 , 33-1-3 39-6-0 5-10-7 6-3-9 2-10-9 . 1-7-7.- 4.5-1 6.0-4. 5.11-15 6.4-13 Plate Offsets (X,Y)-- [4:0-4-0,Edge), [5:0-4=0,0=1-81, [19:0-2-12,Edge1, [21:0-5-12,Edge1, 123:0-3-8,0-3-01 " LOADING (psf) SPACING- 2-0.0 : CSI. DEFL. in (loc) I/deft:. Ud :PLATES . GRIP TCLL ' 20.0.: Plate Grip:DOL' '. 1.25 TC.: 0.62 . Vert(LL). . 0.30. 7 >999 240 MT20 244/.190 TCDL 15.0: Lumber DOL ' . ' : 1.25 BC ' 0.85 Vert(CT) ' . ''-0.55 ' 7 >859 i80 BCLL :. 0,0 .` Rep Stress Inor YES WB . 0.88 Horz(CT) 0.24 : 12 n/a n/a BCDL 10.0 ......Code. FBC2020/TPI2014 Matrix -AS Weight:.276 lb FT = 20%• LUMBER- a BRACING- TOP CHORD. .2x4 SP No.2 *Except* ... " .. TOP CHORD' Structural wood sheathing directly applied. 4-5,5-6: 2x6 SP No.2 .. BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS i Row at midpt 8-19, 8-17, 9-17 5-22,7-182x4 SP No.3 WEBS 2x4 SP No.3 *Except' •21-23: 2x4 SP No.2" OTHERS 2x4 SP No.2 *Except* 25-26,28-29: 2x4 SP No.3 REACTIONS. (size) ;'2-0-8-0, 12=0-8-0 Max Horz :2=417(LC 9) Max.Uplift 2=-817(LC 10)1-12=-817(LC 10) Max Gram 2=2171(LC 15), 12=2186(LC 16) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (Ib) :or less except when shown:. . TOP CHORD 2-3=-3850/1646, 3-5=-4043/1842, 5=6=-3.744/1830, 6-7=-3635/1810; 7-8==3715/1947, 8-9=-2399/1329, 9-11=-3140/1473, 11-12=-3842/1569 BOT CHORD 2.23=-1287/3663, 5-21=-237/882, 20-21=-1286/3763;-19.20=-1358/3939, 7-19=-316/275; 15-17=-920/2692, 14.15=-1159/3336, 12-14=-1159/3336 WEBS " 3-23= 559/367, 21-23=-1269/3537, 5-20=-137/556,-6-20=-325/122,.6.19=-1400/629, 17-19= 583/2154; 8-19= 1135/2612, 8-17=-138/398, 9-17=-1054/463; 9-15=-76/613, 11-15=-778/285 NOTES .. .. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=.1:60mph.(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5-0psf; ti=15ft; B=79ft; L=40ft;'eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C. Exterior(2E) -2-1-7 to 1-9-15;:Interior(1) 1-9-15 to 8-2-9, Exteriof(2R) 8-2-9 to 12-1-15, Exterior(2E) 1271-15 to 15-0-8, Interior(1) 15-0-8 to 17-1-10, Exterior(2R) 17-1-10 to 25-0-6, Interior(1) 25-076 to 37-84; Exterior(2E) 37-8-1 to 41-7-7:zone; cantilever left and right exposed•;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 60L=1.60 3) Building Designer./ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . :to. the use of this truss.component. " ""' "' 4) Provide adequate drainage to prevent water ponding:. 5) All:pates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf, bottom chord live load boriconcurrent with any other. loads: • Joaquin Velei:PE No.68182 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a -rectangle 3-6-0 tall by 2-0-0 wide. MiTek USA, Inc. FL Cert 6634 will fit be.tweenthe bottom chord and any other members,.with BCDL = 10.Opsf: . . . . . " " " " 6904 Parke East Blvd. Tampa FL 336.10 . . 8) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 817 Ib uplift at joint 2 and 817' Ib uplift at Date: joint 12. 9) This truss desj n requires a minimum of 7/1.6" structural wood sheathing be applied direct) to the to chord'and 1/2" sum , 9 q 9 PP y p s0 June 15,2021 sheetrock be aoolied directly to the bottomchord WARNING - Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with; MiTek® connectors. This desigri Is based only, upon parameters shown, and:is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and prope'dy incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web,and/or,chord members only; Additional. temporary and permanent�bracing - MiTek*... is at required for stability and to prevent collapse.with possible personal Injury and property damage. For general. guidance regarding the - - : . . . fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see . ANSIM11 Quality Criteria, DS&89 and SCSI Building Component 6904 Parke East Blvd, Saletylnlormation available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty : Ply GHO Homes - Clementine - Traditional i T24343838 2755274-GHO-I9MW A19.: Roof Special 1 1 " Job Reference (optional) 6ufaerS rtrstb-OUrce (F9ant olty, rL), _ . I lant L;Ity, rL = 33567, C.490 s:Jun 2 zu21 mi t eK Inaustnes,-Inc.- I ue uun 15 ua:1 u:io zun - rage i I D:g118wLVNi6YkTT7fi BJBhFyw6EN-a3BR8g6FAnStHrOiyFFCGfnsMgOvmvmKLPgl68z64gs 13-8-0 .=2-0-012-1-15 16,7-15 3+1 2-$-6-P '2-4 ' 3-4. "i - _ 39-6-0 01-0 1 7-1 .. 2-0-0-1.1 2-1Y 4-0-1 -10- S?7-4:: 6-0=0" .. 6-4-12 ... .. .. . - 7 .. scale 3.8 6x8 = 5x5 = 7 B . 5x6 = 5x6 = 6 42 3x4 :. .: 4 - 3x6, 6.00 12 10 3x4 i 40 4 .. 3x4 m 39 11 rn 3 38 43.,. 0 12 :m T \,< 6 ' 4 ... 3x6- 6xB = 3x10 =. 3x4 = 3x4. 6-1-1 ';11-0-0 2-1-1 .16-Z-15 20-8-0 1-6- 2Z-1-4. 33-1-4 .'. 39-6-0 6-1-1 4-11-0 -1-1 1-6-1 2-11-15 4-0-1 10. S-7-4.. '6-0?0 . - _ .. 6-4-12 " .. Plate Offsets (X,Y)-- [4:0-3-0,0-2-01, [7:0-5-0,0-2-01, [8:0-3-0,0-2-01, [18:0-3-8,0-1-81, [20:0-2-12,0-3-41,[22.0-2-8,0-2-01,•[25:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 : CSI. . DEFL. in (loc) : Vdefl Ud :PLATES. GRIP TOLL .20.0. PlateGdp:DOL'. .1.25 TC.: OA9. Vert(LL):. 0.33.20-21 >999 240 ... MT20 244/.190 TCDL 15.0: Lumber DOL 1.25 BC ". 0.84 Vert(CT) . -0.66 20-21 >726 180 " BCLL -. 0.0 .` Rep Stress Incr .: YES WB - 0,91 :: Horz(CT) '. 0.26:: 12 n/a n/a - BCDL 10.0 Code, FBC2020/TP12014' .; Matdx-AS -:Weight:.273lb FT=20% LUMBER- BRACING- TOP CHORD. 2x4 SP No.2 TOP CHORD .. Structural wood sheathing directly applied. BOT CHORD-'2x4 SP No.2 'Except BOT CHORD" Rigid ceiling directly applied. - 20-22: 2x4, SP N.o.1, 6-19; 2x4 SP No.3 WEBS 1 Row at.midpt - 7-20, 7-18, 9-17 WEBS 2x4 SP No.3'ExcepY 22-25: 2x4 SP No.2 OTHERS 2x4 SP NO2'ExcepY .27-28,30-31: 2x4 SP No.3 REACTIONS. "(size) :2=078-0,.12=0-8-0 Max Hor`z'2=412(LC, 9) ' Max Uplift: 2"-817LC 10), 12=-817 L ; 10). Max Grav 2=2180(LC 15), 12=2186(LC 16) FORCES. (lb) -.Max. Comp./Max. Ten. - All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-3=-3843/1662, 3-4=-4226/1888, 4-5 ' 8855/1815, 5-6- 3707/1808, 6-7=-3768/1960, 7-8=-2117/1298, 8-9= 2430/1344, 9-11==3140/1478, 11-12=-3845/1577 BOT CHORD 2-25=-1295/3649, 21-22=71486/4312, 20=21=-1560/4386, 6-20=-355/314, 17-18=-620/2248, 15-17==923/2694, 14-15= 1167/3339; .12=14=-1167/3339 WEBS 3-25=-712/393, 3-22=738/337, 4-22=-571/1585, 5-22=-795/373, 5-20=-1477/692, .. 18-20=' 621/2282, 7-20=-1154/2725, 7-18=-795/198; 6-17=-279/764, 9-.17=A(337/453, 9-15=-80/622, 11-15=-784/289, 22-25=-1.244/3607 NOTES- . . 1) Unbalanced roof live loads have been considered for this design. . 2) Wind: ASCE 7-16;.Vult=160mph (3-second gust).Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79h; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1:-9,15;.lnterior(1) 1-9-16to 7-o,io,: Exterior(2R) :.' ... 7-0-10 to 11-0-0, Extedor(2E) I-0-0 to 13-8-0, Interior(1) 13-8-0 to 16-8-10, Exted6r(2R) 16-8710 to 25-5-6, Interi6r(1.) 25-5-6 to 37-8-1, Exterior(2E) 37-8-1 to. 41-7-7 zone; cantilever left and right exposed ;C-C for members:and forces & MWFRS.for reactions shown :Lumber DOL=1.60 plate grip:DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain' loading requirements specific . to the use of this truss component. . ' .. q 9 P P 9:.. ... 4i Provide adequate drains e.to prevent water ondin . 5) All plates are 2x4 MT20 unless otherwise indicated;-' . : " .. 6) This truss has, been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *This truss has been designed for a live.load of 20.Opsf on the bottorn'ch6rd in.all areas where a:rectangle 3-6-0 tall by 2-0-0 wide. Joaquin Velei,PE No.6 3132 will fit between :the bottom chord and any other members, with BCDL=10.Opsf: ert6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at 6904Parke Encast Blvd Tampa FL 3361,0 • joint 12. . , 9) This truss design requires that a minimum of 7/16" structura( wood sheathing be applied directly to the top chord and 1/2" gypsum Date:: sheetrock be,applied directly to the bottom chord. June. 15,2021 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE.USE.. 9 . Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and :is for an individual building component, not �• .. .. a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual miss web and/or chord members only: Additionaltemporaryand permanent -bracing a MiTek^ is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general. guidance regarding the - *. fabrication., storage; delivery, erection and bracing; of. trusses and truss systems, see , ANSk7P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BIJd. Saletylnlormatlon. available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL'36610 Job Truss Truss Type Qty' : Ply GHO Homes - Clementine -Traditional ; . . T24343839 2755274-GHO-I9MW A20 :. Roof Special 1 1 Job Reference (optional) t5.uiiaerS rlrslbource Imam Lmy, rL), ". viani LAly, rL - :1Jb0 r, : t3.46u SJUn Z xuZ? mi I eK inauslnes,-Inc. I Ue JUn l t) uv:l unu zuzi rage l 1D:qll8wLVNi6YkTT7fiBJ8hFyw6ENrSgQyzB9mDOylISJTB5k8QUxV1 RLFij_wG1 ozFwz64go =2-0-0 4-2-14 . 9=0-0 11-8-0 12 1 1514-10-2 ' .167.15 ' 18-8-0 23-6-0 27-7-0 34-2-0 39-6-0 41=6-0 2-0-0 4-2-14 4=9-2 - 2-8-0 0- - 5 2-831-9-13 2-0-1 1- 0-5 4-1-0 ..,6-7-0 - 5-4-0 -2-0-0 .. Scale-1:73.8 US .. x = 7 8 . .. ... .. 4x8 3z4 6x8 9 6.00 F12 4 4x6 m 3x4 i. 1D v . 3 39 1.1 : o0 ph 91 36 25x8 40 0 8x1 211,20 19 c? .. 2 : .. .. .. .. .. .. .. .. :12.co ; a 3x8 I 3: 1 25 24 23 6x8 — 17 :16 15 41, - 42 14 6 3x4 = 3x6 6x8 = 4x6 = 5z12 c .. 3x6 4-2-14 9-0-0 11-8-0 12 W11, 14-10-2 16-7-15 18-8.0 23-6-0 31-7-15 39-6-0 . 4.2-14 - 4-9-2 .. 2-8-0 02-6-3 : :1-9-13 .2-0-t 4-10-0 8-1-16 7-10-1 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15]; [7:0-3-0,0-2-0], [8:0-6-0,0-2-8]; [10:0-3-0,Edge]; [15:0-5-8,0-3-0], [20`.0-3-8,0-3-12], [21:0-4=12,0-2-0], [22:0-4-8,0-2-8], [24:0-1-8,0-2-12] LOADING (psf) : SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES, GRIP TCLL :.20.0.: Plate Grip: DOL". .1.25 TC.0.64. Vert(LL):-0.4020-21 >999 240 MT20 :244/.190 TCDL . 15.0- Lumber DOL 1.25 BC . 1.00 Vert(CT) -0.80 20-21 >592 180 . BCLL 0.0 .' Rep Stress Inor YES W B ' . 0.90 Horz(CT) ' 0.37 . 12 n/a n/a BCDL 10.0 Code. FBC2020/TPI2014::: .: • Matrix -AS Weight: 278 lb FT = 20% LUMBER- BRACING- _. .. TOP CHORD .2x4 SP No.2 `Except :.: .. TOP CHORD" - Structural wood sheathing directly applied. 4-5: 2z6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* p WEBS 1 Row at-midpt 6-18, 5-22 18-22: 2x6 26, 17-19: 2x4 SP Nd.3 JOINTS 1 Braoe at :Jt s :, 22, 18 WEBS 2x4 SP No.3 `Except` 21-24: 2x4 SP No.2 OTHERS 2x4 SP No.2 `Except ' • " • "' 27-28,30-31: 2x4 SP No.3 " REACTIONS. (size) : 2=07870; 12=0-8-0 Max Horz:2=371:(LC 9) Max Uplift 2=-817(LC 10),.12==817(LC 10) Max Grav 2=2223(LC'15), 12=2217(LC 16) FORCES. (lb) - Max. Comp./Max.. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-4044/1765, 3-4=-3567/1708, 4-5=-3,276/1659, 5-6=-5B43/2644, 6-7==3810/1881, 7-8=-3366/1747, 8-9= 2739/1510, 9-11=-3701/1662, 11-12=-3971/1723 BOT CHORD '2-25=-1410/3820, 24-25==1410/3820, 21-22=-1629/4130, 20=2l=-2978/7830, 19-W=-1946/5400, 18-1.9— 1931/5353, 17-19= 206/566, 16-17==175/447, 15-16=-177/463,: -14 15=-1037/2737, 12-14=-1914%8477. " " " WEBS 22-24=-2349/951, 4-22=-452/1215, 7-18=-542/1392, 8-18=-520/1622;8-15=-280/151, 9-15=-821/447,:9-14=-139/771, 11-14=-465/296, 17-18=-657/262, 15-18_ 680/2217, 6-20=-902/2428, 6-18=-2639/1,143, 5-20=-2921/1241, 3.24=-512/195, 5-21 790/2331, 21-24=-1547/4210, 5-22=-5201/2058 NOTES- 1) Unbalanced roof live loads have been considered for. this design. 2) Wind: ASCE 7-16; Vult=160mph;(3-second gust) Vasil=124nvh.; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; 13=79ft; L=40ft; eave=5ft; Cat. 11; Exp:C; Egcl.; GCpi=0.18; MWFRS _(directional) and C-C Exterior(2E)-2=1-7to 1-9-15, Interior(1):1-9-15to 5-0-10, Exterior(2R): 5-0-10 to 9-0=0, Exterior(2E) 9-0-0 to 11-8-0, Intedor(1) 11-8-0 to 14-8-10, Exterior(2R) 14-8-10 to 277=0, Interior(1) 27-7-0 to 37-8-1,' Exterior(2E) 37-8-:1 to 41-7-7 zone; cantilever left and right exposed ;C=C for members and forces & MW FRS.for reactions shown; .. Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for.verifyiilg applied roof live load shown covers rain loading requirements specific .... to the use of this truss component. 4) Provide adequate'drainage to prevent water'poriding. 5) All plates are 2x4 MT20 unless otherwise indicated. Joaquin Velez:PE No.68182 6634 6) This truss has been designed for a 10.0 psf bottom chord.live load nonconcurrent with any other'live loads. MiTek USA, Inc. l Cartmpa Z) `' 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 Mall by 2-0-0 wide 6904 Parke East Blvd. Tampa FL 3361.0 Will fit between the bottom'chord and any other members, with RCDL = 10.Opsf. Date: 8) Provide mechanical 'connection (by others) of, truss'to bearing plate. capable of.withstanding 817 Ib_ uplift.at joint 2 and 817 lb uplift at June 15,2021 C .. o .. e 2 ' 0 WARNING -Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only, with MiTek® connectors. This design Is based only n upon parameters shown, and is for an individual building compoent, not , Nil - a truss system. Before use, the building designer must verify the applicability of design parameters and. propedy incorporate this design into the overall. . building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only: Additional temporary and permanent bracing. . . MiTek- Is always required for stability and to prevent collapse -with possible personal injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see . , : ANS//TP11 Quality Criteria, DS649 and SCSI Building Component. : 6904 Parke East Blvd. Saletylnlormation. available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL '36610 Job Truss Truss Type Oty Ply GHO Homes -Clementine -Traditional T24343839 2755274-GHO-I9MW A20.:. Roof Special . . 1 Job Reference (optional) & WARNING -Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MITek® connectors. This design is based onlyupon parameters shown, and Is for an individual building component, riot _ ��• "; A truss system. Before use, the building designer must verify the apphcabil(j of design parameters and properiytncorporate this design into the overall_ building design. Bracing indicated is 10 prevent buckling of individual truss web and/or. chord members only: Additional. temporary and permanent bracing_ MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general, guidance regarding the . _ fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see " " ANSI/rPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety, Information, available from Truss Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ - Tampa, FL 36610 Job Truss Truss Type yp Qt y 'Ply GHO Homes -Clementine -Traditional T24343840 2755274-GHO-19MW A21.:. .Roof Special 1 :1 Job Reference (optional). t3maers i-irstbource (Flant:L;Ily, FL), . Plant Glty, FL + 33567, . 8.430 s'Jun 2 2021 Mi I ek InciustrieS, Inc: I UeJun 15 09:10:21 2021 Page 1 I D:glIBwLVNi6YkTT7fi BJ8hFyw6EN-PDYOtB01dCO?mTsl W McVv1 p2 F3cAc?DjLH3Joz64gm 2-0.0: , " 7-0-0 9-8-0 + 12-1-15 16-8-F 21-9-1 25.6-0 32-6-0 39-6-0 41-6-0 , 2 0=0 7-0-0 " 2-B-0. 2-5-15 4.6-1: 5-1-1 3.8-15 .. 7-0-0 7-0-0 " 2-0-0 ".. Sc ale 5x6, I 44 =: 6x8 — 6 36 7 " :4x6 i 5x6 = " 5x8 = 5 35 37.:3x6,� 9: 3x4 6.00 r12 3 :10 m n ' , 34 .. "..33 38 2 . m 18 17 .. - 11 my 0 o 1 7x10 = 6x8 = 12=- 7 �. 20 19 16 15 14 13 o.. _ 5x12 — 4x4 11 3 8x12' _ — — 7-0.0 9-8-0 12-1-15 16-7-15 25-6.0* 32-6-0 39-6-0 7-0-0 2-8-0 2-5-15 4-6-0 8-10-1 7-0-0 Plate Offsets (X,Y)--- 13:0-4-0,0-2-81, [6:0-2-11,0-2-81, [8:0-4-0,0-1-15],[14:0-4-8,Edge1,{17:0-2-12,0-3-121, [18:0-6-0,0-4-12], [20:0-2-7,0-1-121 LOADING (psf) SPACING- 2-0=0 : CSI. DEFL. in (loc) : I/dell Ud :PLATES:: GRIP TOLL . 20.0 ' - Plate Grip DOL' .' . .1.25 TC .: 0:81 Ve'ri(LL): 0.36.17-18 >999 240 MT20 244/.190 TCDL 15.0: Lumber DOL 1.25 BC .'0.88 Vert(CT) ' -0.64 17-18 >737 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 :; Horz(CT) 0.26 11 n/a n/a BCDL 10.0 Code. FBC2020/TP12014 : '.: Matrix -AS 1Neight:_256Ib FT=20%:; .: LUMBER- a BRACING- TOP CHORD 2x4 SP No.2 `Except` " TOP CHORD Structural wood sheathing directly applied. "' " 6-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* p WEBS 1 Row at.midpt 4-20, 5-17, 14-17, 7-14 5-19,6-16:'2x4 SP No.3, 17-18: 2x6 SP No.2.. WEBS 2x4 SP No.3 `Except` 18-20: 2x4 SP No.i' OTHERS 2x4 SP No.2 *Except*. 22-23,25-26: 2x4 SP No. 3 REACTIONS. (size)'. 2=0-8-0; 11=0-8-0 a. Max Horz'2=329(LC 9) Max Uplift 2=-817(LC 10), 11=-817(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) sw FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' TOP CHORD 2-3=-3334/1788, 3-4=-3000/1747, 4=5=-5096/2795, 5-6=-3431/1984; 6-7=-3034/1869, 7-8=-2313/1516, 8-10=-2681/1563, 10-11=-3383/1741 BOT CHORD 2-20=-1373/2948, 5-18=-730/1558, 17-18=-2187/4595,'6-17=-537/1139, 13-14— 1311/2946, 11: 1.3=- 1311/2946 . WEBS 3-26=-453/1046, 4-20=-2779/1442, 18-20=-2202/4528, 5.17=-1947/1076, 14-17=4152/9528, 7-17=-213/651, 7-14=-879/463, 8-14=-321/780, 10-14=-829/406, 10-13=0/273 NOTES-::. 1) Unbalanced roof live loads have been considered for this design. " 2) Wind: ASCE 7-16;Vult=.160mph.(3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=.40ft;-eave=5ft; Cat. II; Exp C; Encl., GCpi4.18; MWFRS (directional) and C=Q Exterior(2E) -2-1-7 to 1-9-15;:Interior(1) 1-9-15 to 34-10, Exterior(2R) 3-0-10 to 7-0-0, Exterior(2E) 7-0-0, to 9-8-0, Interior(1)'9-8-0.to 12-8-10, Extedor(2R) 12.-8-10 to 20-7-6, Interior(1) 20-7-6. to 21-6-10, Exterior(2R):21-6-10 to 29-5-6, interior(1).29-5-6 to 37-8-1, Exterior(2E),37-8-1 to 41-7-7 zone; cantilever: left and right exposed:;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer:/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific'. .. .. to. the use of this truss component. 4) Provide adequate drainage'to prevent water ponding.. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load rionconcurrent with any other.live loads. ' Joaquin Velez.PE No.68182 7) This truss has been designed for a live load: of 20.Opsf on the bottom chord in'all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, 1pt . FL Cert 6634 will fit between the bottom chord and any other members.. . 8) Provide mechanical connection (by others) of truss, to bearing plate capable of withstanding 81.7 lb uplift at joint 2'and 817'Ib uplift at 6804Parke East Blvd. Tampa FL 33610 . joint 11. ate:: 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum June 15,2021 sheetrock be aoolied directly to the bottom" chord. . Q WARNING -Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only. with MiTek@ connectors. This design Is based. only upon parameters shown, and is fog an Individual building component, not '• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy,incorporate this design into the overall. : , - building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional,temporary and permanent bracing, MiTek' is always required for stability and to prevent collapse,with possible personal injury and property damage. For general. guidance regarding the . - - . fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd:_ Sa/etylntormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job " Truss Truss Type ON Ply GHO Homes - Clementine - Traditional T24343841 2755274-OHO-I9MW A22, Roof Special 1 . Job Reference (optional) [futlaers rlrsiaource trlanl uny, rLJ, rlanl cry, rL - JJbbr, : - - t3.43u s Jun z zuzl mi I eK mausmes,-Inc: I ue dun i b u9n V:zJ zuzl rage 1 . IDigll8wLVNi6YkTT7fiBJ8hFyw6EN-LcgTpZCGHESkE3dEQxP4bK6BZ2IZeV1 W BfmAOhz64gk 2-0-0: , 5.0-0 7-8.0 ; 12-1-15 14.8-0 16-7-15 21-10.8 27-6-0 32-8-13 39.6-0 41=6.0 , 1 2-0.0 5.0-0 2-8 00 4-5.15 2-6-11-15 5-2-8 5-7r8 5-2-12 6-9-3 2-0-0 Scale - 1:73.8 5x6 3x4 = .. .. 5x8 = 6 7 37 :. 8 38' 39 9 5 . 5x8 = 36 x4 Q 5x8=: 40 3 8.00 12 10 co 3. - ... 35 co 41 11 m I`o? 12•6 5x12 = 3x4 I, • 3x6 - 3x4. _ 3x6 - 3x6 -_ .. :. :. 5x12: w. 5-0-0 7 8-0 12-1-15 14-8.0" 16-Z-15 21-10-8 27-6-0 32-8=13 39.6-0 5-0-0 2.2 ' 4-5-15 2-6-t �1-11-15 5-2-8 5-7r6 5-2-12 6-9-3 Plate Offsets (X,Y)-- '[3:0-6-0,0-2-81,[6:0-3=0,0-2-01,[9:0-6-0,0-2-81[18:0-2-4,0-3-81,[19:0-3-8,0-4-01,[21:0-3-0;0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (loc) I/defl . Ud :PLATES- GRIP TCLL 20.0.: Plafe Grip DOL .:. .1.25 TC.. 0.61 Vert(LL). 0.41 18-19 >999 240 ... MT20 244/.190 TCDL 15.0. Lumber DOL .' 1.25 BC . 0.85 Vert(CT) -0.12 18-19 >663 180 BCLL 0.0 .' - Rep Stress Incr YES WB . 0.96 Horz(CT) 0.25 11 n/a ri/a BCDL 10.0 Code- FBC2020frPI2014 : .: Matrix -AS I.Weight.254 lb FT = 20W .: LUMBER- BRACING - TOP CHORD 2x4 SP No.2 a.... .' TOP CHORD .. Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 "Except* .. BOT CHORD' Rigid ceiling directly applied. 5-20,7-17: 2x4, SP No.3; 18-19: 2x6 SP No,2. . WEBS 2x4 SP N6.3'Except" 19-21,16-18: 2x4: S P "N o.2 OTHERS 2x4 SP No.3 p" REACTIONS. . (size) 2=0-8-0, 11=0-8-0 Max Horz:2=290(LC 9)' Max Uplift'2=-817(LC 10), 11=-817(LC Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) : Max- Comp./Max. Ten..- All forces:250 (lb) or less except when shown. TOP CHORD. .2-3=-3431/1785, 3-4=c4161/2282,:4-5=-4970/2638,.5-6=,4974/2777, 6-7=-3665/2097,'. .. 7-8=-3655/2096, 8-9=-2877/1742, 9-10=-2825/1607, 10-11=-3378/1717, BOT CHORD 2-22=-1387/3030, 21-22=-1385/3036, 5-19=-329/311, 18-19=-1500/34721 14-16=-1017/2454,' 13•-14=-1288/2938,' 11-13=-1288/2938 WEBS "3-21=-892/1652, 4-21=-2442/1314, 19-21= 2068/4254, 5-19=-1037/1906, 6-18=-208/575;' 9-14=-132/468, 10-14==674%326, 8-16=-1134/627, 9-16=•315/725, 16-18=-1230/2861,. 8-18=480/1107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.: II; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C EMerior(2E)-2-1-7.to 1-9-15, Exterior(2R)1-9-:15.to 5-0-0, Exterior(2E) 5-0-0 to 7-8-0, Interior(1) 7-8,O to 10-8-10, Extedor(2R) 1078710 to 18-7-6, Interior(l) 18-7-6 to 23-6-10, Exterior(2R) 23-6-10 to 31-5-6, Interior(1) 31-5-6 to 37-84, Extedor(2E) 37-6-1 to 41-7-7 zone; cantilever left and right:exposed ;C-C for -members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied:roof live, load shown covers rain loading requirements specific .. • : . to the use'of this truss component. 4) Provide adequateArainage to prevent water.ponding. 5) All -plates are 2x4 MT20 unless. otherwise indicated.::' . 6) This truss has been designed for a 10.0 psf bottom: chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live.load of 20.Opsf on the bottom chord in all areas where a, rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom chord and: any other members. Joaquin Velez PE No,68982, Joaquin o.68 82 8) Provide mechanical connection (by others) of: truss to bearing plate capable of withstanding 817 lb' uplift'at joint 2 and 817 lb uplift at MiTek USA, Inc. FL 34 joint 11. 8) This truss design requires that a minimum of 7/16",structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date:: -- --. 'June 15,2021 ... Q WARNING -Verify designparametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.. . . Design valid for use only with. MiTek® connectors. This design is based, only, upon parameters shown, andis for an individual building component, not '• a truss system. Before use, the building designer must verify the applicability of design parameters and, propedy incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of Individual truss web, and/or. chord members only. Additional. temporary andpermanentbracing, , MiTek' is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general. guidance regarding the . ." fabrication, storage; delivery, erection and bracipg.of trusses and truss systems, see : ANSI?PIl Duality Criteria, DSB=89 and BCSI Building Component. - 6904 Parke East Blvd. Safety Information available from Truss Plate: lnstitute, 2670 Crain Highway, Suite 263 Waldorf, MD 20601 - - Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional T24343842 2755274-GHO.19MMI A23... ROOF. SPECIAL GIRDER 1 ' Job Reference (optional) miiciers mrst5ource (viantGty, 174 Plant Uty, I-L: - 33567, : 8.43U'S:Jun 2 ZU21 MI I eK Inaustne5, Inc: I Lie Jun 15 UMU:P6 2U21 Nage 1 I D:qlIBwLVNi6ATT7tiBJ8hFyw6EN-IBLcRaE9a9rJ5XLp53ynCzkl2GpBrvGytd_q?Oz64gh s .. 2-0-0 3-0-0 5-8-0. 8-Z-7 12-1-15 12-&0. 16-7-15 22.5-6 24-4-0 28-2-0 2Q-10; 0. 33-11-8 39-6-0. .. F 2-0 3-0-0 0 6 1. 3-11-15 5-9-7 ..-.1.10-10.: 3-10-0 -8- 4-6-5 :: 5-6-8 Scale'—.1:Z6.4 5x6 = 5x8 3x6 = 3x4 = 12 6 . ' 7 8 " : g 10 37 ..38: 11 39 3x4 G — x4 3 6.00 12 5x8 — 5x6 = .: 5 13 .. CO 3 .. N 2 2 '.: .. 21 14 . 0 6 t' 5x8 = 5x8 = 15•�� 0 26 25 24 ..: 23 20 19 18 " 17 16 . .. 4x6 = . 4x4 = 5x12 4x8 = 4x4 = 4x6 — .. .. .. .. .. .. .. :: 29-9-3. .. .. .. 3-0-0 5-8-0'::i'. &7-7.' 12-1-15 :. 16-7,15 ' 22-5-6 24-4-0 28-2-0 I?9-5-a :: 31,1t-5' 33-11-8 35-8-11 39-6-0" 3-0-0 2-8-02-11-7 3-6-8 4-6-0 5-9-7 .i-10-10 3-10-0 1-3-3 . 2-2-3 2-0-3 1-9-3 3-975 . " . 0-4-0 Plate Offsets (X,Y)- [3:0-6-0,0-2-81, [7:0-3=0,0-2-0), 111:0-3-12,0-1-121, [21:0-2-12,0-2-121, 122:0-2=12,0-3=41 LOADING (psf) SPACING- 2-0=0 _ : CSI. " DEFL. in (Ioc) I/deft; Ud :PLATES. GRIP TCLL 20.0 : Plate Grip- DOL .: .1.25 TC.: 0.40 Vert(LL):.; 0.26 21-22 >999 240 MT20 244/190 TCDL 15.0. Lumber DOL 1.25 BC . 0.66 Vert(CT) . -0.46 21-22 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.80 : Horz(CT) 0.13, : 14 Na Na BCD.L 10.0 Code. FBC2020/TPI2014 ; ; Matrix-MSH . • :Weight:546lb FT=20% LUMBER- BRACING- TOP CHORD..2x4 SP No.2 " TOP CHORD' .. 'Structural wood sheathing directly applied or 5-2=8:oc purlins. BOT CHORD 2x6 SP No.2 `Except' . BOT CHORD Rigid ceiling directly applied or-1 0-0-0 oc bracing. 6-23,8-20: 2x4. SP No.3; 21-22: 2x SP No,2. " WEBS 2x4 SP No.3 ..... OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0: Max.Horz 2=-259(LC 6) . Max l7plift:2=-987(LC 8), 14=-856(LC 8):.: Max rav'2=2136 36), 14=1950 L ,1 ; FORCES. (lb) -,Max. Comp./Max. Ten. -: All forces 250 (Ib) or less except when shown. TOP CHORD . 2-3=-4065/1613, 3-4=-5637/2282,:4-5=-4617/1844,'5-6=-5013/1931, 6-7=-4943/1971, . 7-8= 4681/1869, 8-10=-4641/1858, 10-11=-3537/1507, 1.1-1.3=-3109/1261, 13-14=-3557/1:332 BOT CHORD 2-26=-1269/3773, 25-26=-1282/3819, 24-25=-2149/5898, 21-22=-1.299/4175, 8-21=-323/206,:17-19=-819/2712, 16-17=-1010/3120, 14-16=-1010/3120 - WEBS ''3-26=-149/461, 3-25==1015/2449, 4-25=-1425/618, 4-24=-1917/795, 5-24=-709/305, . ..' .. 22-24— 1447/4243, 5-22=-112/499, 7-22=-602/1631, 7-21=-331/816, 19-21=-1084/341.7, 10-21= 410/1345, 10-19=-1265/553, .11-19=-385/1127, 13-17=-545/221, 11-17=-72/443 . NOTES- 1) 2-ply truss: to be connected together with 10d.(0.,131"x3") nails as follows:, Top cho_ rds connected as follows: 2x4. 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -.1 row at 0-9-0 oc. Webs connected as follows:.2x4 - 1 row at 0-3-0 oc; Except member 25-3 2x4 - 1 row at 0.9-0 oc, member 25-4 2x4.- 1 row. at 0-9-0 oc, member 24-4 2x4 - 1 row at 0-9-0 oc, member 5-24 2k4 - 1 row at 0-9-0 oc, member 24-22 2x4 - 1 row at 0-9-0 oc: member 22-5 2x4 - 1 row at 0-9-0 oc,'rhemb:er 22-7 2x4 - 1 row at;0-9=0 oc., member 21-7 2x4 - 1 row at. 0-9-0 oc, member 19-21 2x4 - 1 row at 0-9-0 oo: member2l-10 2x4 - 1 row at:049 0 oc, member 10-19 2x4:? 1 row at 0-9-0 oc, member 19-11 2x4-1 row at 0-9-0 oc, member 17-13.2x4 - 1 row at 0-9-0 oc, member 13-16 2x4 - 1 row at 0-9.0 oc, member 17-11 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) Onbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl.; GCpi=0.18; MW FRS (dire ctional); cantilever left and:right exposed ; Lumber DOL:0.60;plate grip DOL=1.60 : Joaquin Veld PE No..68182 5) Building. Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific MiTek USA, Ind. FL Cert 6634 to the use of this truss component. 6) Provide adequate drain age:to prevent water ponding: 6904 Parke East Blvd. Tampa FL 33610 7) All.plates are 2x4 MT20 unless otherwise indicated. Date: 8) This truss has: been designed fora 10.0 psf bottom' chord live load nonconcurrent with any other live. loads. June 15,2021 ued on Daae 2 WARNING -Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. . . Design valid for use only with MiTek® connectors. This design is based, only, upon parameters showri, and is for an Individual building component, not '• a truss system. Before use, the building designer must verify the applicabillty of design parameters and properly incorporate this design into the overall.' building design. Bracing indicated is to prevent buckling of individual truss web .andtor,chord members only: Additional -temporary andpermanentbraing, . MOW always required for stability and to prevent collapse.with possible personal Injury and property damage. For general guidance regarding the , fabrication, storage; delivery, erection and bracipg: of. trusses and truss systems, see, : ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss : - Truss Type Oty. Ply GHO Homes -Clementine -Traditional r : T24343642 2755274-GHO-19MW A23:. ROOF. SPECIAL GIRDER 1 ' ' Job Reference (optional) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. . Design valid for use only with Make connectors. This design Is based. only upon parameters showri, and is for an Individual building component, not _ . ��• . a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall .... building design. Bracing Indicated is to prevent buckling of Individual truss web,and/or,ch.ord members only: Additional, temporary and permanentbracing. . is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general. guidance regarding the 'y'�Tek" : fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see - : ANSI?Pll Qualify Criteria, OSB-99 and SCSI Building Component w 6904 Parke East Blvd. . Safety.information. available from Truss Plate: Institute, .2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty:: Ply GHO Homes -Clementine - Traditional ..T24343843 2755274-GHO-'19Myll A24 :. Roof Special 1 1. • Job Reference (optional) Builders FirstSource (Plant Ulty, FL), .. Plant Uity, FL - 33567, : 8.430 S:Jun 2 2021 MI I eK Inaustnes,'Inc.: I ue Jun 15 U9:1 U:2ttl ZU21 Page 1 ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-hZTMsGG P6n51 LrVCDU_FIOp353W 1 JuJFKxTx3uz64gf 0-2-8 7-2-8 8=6-8 13.4-8 18 0 8 22 8 8 " 25-4-B 31-3-0 r 36-0-8 38 0- -B 7.0-0 1-4-0 4-10-0 4-8-0 .. 4-8.0 2-8-0 5-10-8 4-9-8 2-0-0 Scale=.1:6B.6 5x6 = 3x6:- .. 5x8 3x4 = 6.00 12 4 5x6 2x4 I I 5x6 — g . 6 ..:.: 3x4 = .. 29 5 30.. 31 3x4 Q 28' '. :.' 5x6 i 2x4 II v 1 32 4 l 2x.I � x II 11 - 2x4 w 21 20 19 18. 17 16 15 " 14.':. .. 13 ... � 3x6 — 4x4 = 3x6 = 6x8 = 3x6'= 3x4 = 3ic8:= 2x4 I' 3x6 — 3z4 = :. ... 7-2-B 8=6-8 13-4-B - :. 22-8.8 25-4.11 31-3-0 36-0-8 7-2-8 1 4-0. 4-10-0 9-4-0 2-8-0 5-10-8 4-9-8 Plate Offsets (X,Y)-- [1:0-1-8,0-2-12]; [2:0-3-4,0-1=12], [4¢0-3-O,Edge] LOADING ps 2-0=0 CSI. :DEFL. in loc I/defl - Ud 'PLATES GRIP TOLL .20.0 PlateGrip:DOL .:. .1.25 TC.- 0.56 Vert(LL):.-0.15"15-17 >999 240 MT20 :244/.190 TCDL 15.0.. Lumber DOL .' . 1.25 BC - 0.64 VertCT ( ) ' . -0.31 15-17 >871 180 . . BCLL 0.0 .` Rep Stress Inor YES WB 0.51 Horz(CT) . 0..02:: 11 n/a n/a BCDL 10.0 Code. FBC2020/TP12014 Matrix -AS elg t:.217 = 20°0 .LUMBER- BRACING- " TOP CHORD 2x4 SP No.2 TOP CHORD, . Structural wood sheathing directly applied. " BOT CHORD 2x4 SP No.2 *Except` .. BOT CHORD Rigid ceiling directly applied. 1-21 2x6 SP No.2 WEBS 1 Row at.midpt 7-17 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 `Except` 23-24: 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except at=length) 1=Mechanical. (lb) - Max Horz 1— 238(LC 8) Max Uplift' All .uplift ;100 lb or less at joirit(s) 19. except 1=-116(LC 10), 17=-674(LC '10), 11=-499(LC 10) Max.Grav All reactions 250'lb or less at joint(s) except 1'=267(LC 19), 19=369(LC 15), 17=1837(LC.1), 11=1034(LC 16) FORCES. (lb) - Max. Comp,/Max.. Ten. - All forces 250 (Ib) :or less except when shown. . TOP CHORD 3-5=-71/648, 5-6=-178/752, 6-7=-1781752, 7-8=-903/596, 8-9=-914/635, 9=10=-984/598, 10-11=-1537/726: BOT CHORD 20-21=-255/458, 17-19==301/243, 15-17=-20/332, 14=15=-238/918, 13-14=-440/1324, 11-13=-440/1324 WEBS 2-20=0/375, 3-.19=-276/409, 3-17=-682/397, 6-17=-326/214; 7-17=-.1375/692, 7-15=-3381826, 8-15=-411/309, 8-14=-3041141, 9-14=-223/470, 10-14= 656M02, 1-20=-451 /407,:2-19=-818/397 ..... ..... NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 1-16; Vult=1.60mph.(3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; M.WFRS (directional) and C-C: Exferior(2E) 0-2-12 to 4-2-2, Interior(1) 4-2-2 to 5-1-2, Exterior(2R) 5-1-2 to 9-0-8, Exterior(2E) 9=0-8 to 10-10-1, Interior(1) 10-10=1 to:22-8-8, Exterior(2R) 22=8=8 to.29-3-14, Interior(1) 29-3-14 to:34-2-9, Exterior(2E):34-2-9 to 38-1-15 zone; cantilever left and right exposed: ;C,-C:for members and forces:&: MW FRS for reactions shown; . Lumber DOL=1.60'plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has.been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This, truss has been designed for a live load of 20.Opsf on the bottom ch_ ord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Velez PE No.68162. will fit between the bottom chord and any other members. M[Tek USA, Inc: FL Celt 6634 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 100 lb uplift at joint(s) 10-except (jt=lb) 6904 Parke East Blvd. Tampa FL 33610 1=1.16, 17=674, 11=499.: Date:: 9) This truss design requires that a minimum of 7/16" structural woodsheathing be applied direct) to the to chord and 1/2" sum 9 PP v P gypsum June 15,2021 ombiwIfth lied direct) to the bottom chord: .: ... & WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.. • Design valid for use only with, MiTek® connectors. This design, is based only upon parameters shown, and is foi an individual building component, not A truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall. 'building design. Bracing indicated is to prevent buckling of Individual truss-web,and/or chord members only: -Additional, temporary and permanent bracing. , Is always- required for stability and to prevent collapse,with possible personal injury and property damage. For generalguidance regarding the fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see . ANSUTPll Quality Criteria, DSB-89 and BCSI Building Component, 6904 Parke East Blvd. Safety.information, available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss ":' .'' Truss Type Qty.: Ply GHOHomes-;Clementine -Traditional T24343843 2755274-GHQ-19MV11 A24.:. - Roof Special 1 1: ... . Job Reference (optional) .:. ® WARNING - Verify design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE.USE.. ... . Design valid for use only with. MiTekO connectors. This desidri is based only upon parameters shown, and is foi an individual building component, not ��• A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall_ :. building design. Bracing Indicated is to prevent buckling of individual truss web.and/or.chord members only: -Additional.temporary and perm anent. bracing. MiTek'.:.: is always required for stability and to prevent collapse.with possible personal injuty and property damage. For general. guidance regarding the . fabrication, storage; delivery, erection and bracing:olf trusses and truss systems, see . , : ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component , : 6904 Parke East Blvd. Sa/etylnl'ormation available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL36610 Job Truss .... : Truss Type Oty : Ply GHO Homes -:Clementine -Traditional .. T24343844 2755274-GHO-19M1N .. A25.:. Roof Special Girder Job o Reference (optional)" etudeers•rlrst5ource (Piant.City, FL), Plant tatty, rt - 3355/, : 8.4ausuun 2 2u21 mI I ex Inoustrles, lnc. I ue:dun 15 u9:10:29 2u21 rage 1 : I D:gl18wLVNi6YkTT7fil3J8hFyw6EN-Am1 k4cH i t4Duy?4OmBW UgbMDOTp92JcOZbDUcKz64ge 6-0-0-O9-10-03-10-0 1P 11-A 154-1-10.0 10 5 21-6-0 26-2-0 32-1'-7 36-10-0 38-10-0 6r0 -1-0 --8-0 4-8,0 .. 5-11-7 4-8-9 2 0-0 . . . Scale—.1:68.4 5:= 5x6 — .......... .. ... 2x4 II... 9 6.00 .12 3 Sx8 5x6 ::: 5z8 = .. ' 5x6 2 5 7 " 3x4 28.: . I- 6 2x4.11 1. 11::: _ 2x4 II co m LEI " 31 :.32.:. 20 33 34 1 g ; 35, - 361837 1 16 is 14. .. 13 . 4x6 2x4 I 5x8 4x8 = 3x10 I I 4x4 = 4x8 = 4x8 2x4 11 4x6 = 6.0-0 10-11=0 15-10-0 21-6-0 .26.2-0" 32-1-7 36-10-0 6.0-0 4 11-0 .. 4-11-0 5-8-0 4-8,0 4-8-9 Plate Offsets (X,1)-- [2:0-3-12;0-1-12) ' LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (loc) I/defl: Ud :PLATES. GRIP TOLL :. 20.0. Plate Grip: DOL .:. 1.25 TC .. 0:61 Vert(LL):.: - 0.09 20-25 >999 240 ' .:. MT20 .2441190 TCDL . 15.0: Lumber DOL ' . 1.25 80 .:0.77 Vert(CT) . -0.15 20-25 >999 180 . . BCLL ; ; 0,0 Rep Stress Inor :,NO W B . - 0,63 Horz(CT) . 0.02:: 11 n/a n/a , _ BCDL 10.0 Code, FBC2020/TPI2014; :: . ; Matrix-MSH Weight:.234 lb FT = 20%:: .LUMBER- BRACING - TOP CHORD-.2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3=13 oc purlins. BOT CHORD2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, .Except: WEBS 2x4 SP No.3 . . . . " 6-0-0,oc bracing: 17-19,16-17. OTHERS 2x4 SP No.2 "Except' JOINTS 1 Brace at Jt(s):. 5 22-23: 2x4 SP No.3 ..... ..... REACTIONS.: (size) 1=0-8-0, 17=0-8-0, 11=078-0 Max.Horz 1— 249(LC 23), Max Uplift:1=-368(LC 8), 17=-876(LC 8); 1:1=r513(LC 25) Max Grav 1w1051(LC 29), 17=2466(LC 1),;11=982(LC 14) FORCES. (lb) -'Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD.' . 1-2=-1509/524, 2-4==402/297,.4-5= 404/297, 5-6=-464/297, 6-7, 440/190, 1-8- 648/533, 8-9=-849%476, 9-10=-836/467, 10-11=-1430/584 BOT.CHORD 1-20=-361/1474, 19-20— 361/1456, 17=19 1073/512, 16-17=-1073/5:12, 14-16=-299/634, 13-14- 365/1232, 11-13=-365/1232. " WEBS 2-20=-130/684, 2-19=-1073/423, 5-19 314/199,' 7-19=-515/1823, 7-17= 2191/877, 7.16=-564/1626, 8-16- 750/349, 8-14_ 19/311, 9-14==183/362, 10-14= 684/276 NOTES- 1;) Unbalanced roof live.loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1601mph-(3-second gust) Vasd=124rnpti; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L='40tt; eavew5ft; Cat. 11; E C; Encl., GC i=0.18; MWFRS (directional); "cantilever' leftand-ri and -right exposed; ; Lumber DOL=1.60 .late grip DOL=1.60 xP . P - (... ... .) 9 xP . P 9 p 3) Building Designer / Project engineer responsible for verifying applied roof live' load shown covers rain loading requirements specific. to the use:of this truss component. " . 4) Provide adequate drainage to prevent water ponding..: .:. .. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 6), ' This truss has beert'designed for alive load of 20;.0psf on the:bottom chord in all: areas where a rectangle 3-6-0 tall by M-.0 wide will fit between the bottom chord and: any Other members. a. 7) Provide mechanical connection (by Others) of. truss to bearing plate capable of withstanding 1001b uplift: at joint(s) except at=lb) . 1=368, 17 876, 11--513. 8) Graphical purlin representatio n. does not depict the size of the orientation of the purlin along the top and/or bottom chord. .... 9) Hanger(s) or other connection:device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 61 lb: up at 4-6-7, and,191 lb down'and 172 lb up at. 6,-3-9, and 200 lb down and.173 lb up at 14-6-7 on top chord,. and 336 lb down and 138 Ib, . up at , 3=0-12; 169' Ib down and 77 lb Up'at :4"-6-7, 67 lb down at 6-67; 67'Ib down at 8-6-7, 67 Ib down at' 1076-7, and 67 lb down'at Joaquin Velez PE N. ... 2: 12-6-7, and 72:lb down and 21 lb up at 14-6-7 on bottom chord. The design/selection of such connection device(s) is the MiTek IJSA,Inc. FL Ceit 6634 responsibility of others.. . . . . . l0)'In the LOAD CASES}section; loads applied to the face of the.truss are noted as front:(F) or back (B). 6904 Parke East Blvd. Tampa FL 336.1.0 Date:. LOADCASE(S):Standard :.: '.:. June 15,2021 ontinued on e .:. A WARNING - Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE.USE. . Design valid for use only with; Wake connectors. This design is based. only upon parameters shown, andis for an individual building component, not ; �• .. a truss system. Before use, the building designer must verify the applicability of design parameters and, properly incorporate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional -temporary and permanent bracing . MITek'.:. is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general guidance regarding the :: , : , , . . fabrication, storage; delivery, erection and bracing: of. trusses and truss systems, see . ANSUTPII Quality Criteria, DS849 and SCSI Building Component,: 6904 Parke East Blvd, Safety. Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FC ,36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional ..T24343B44 2755274-GHO-I9MW A25.:. Roof Special Girder 1 Job Reference (optional) WARNING -Verity design perameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with. WAS connectors. This design is based, only upon parameters shown, and is fog an individual building component, riot - �• .... a truss system. Before use, the building designer must verify the applicability of design parameters and, propedy incorporate this design into the overall. 'building design. Bracing indicated is to prevent buckling of Individual truss web and/or.chord members only: Additional, temporary and permanent -bracing. - MiTek'.:.: � is always required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the � . fabrication, storage; delivery, erection and bracing: of, trusses and truss systems, ,see :: ANSlITP11 Quality Criteria, DS649 and BCSI Building Component - : 6904 Parke East Blvd. Satetylntormation.available from Truss Plate: lnstitute, 2670 Crain Highway, Suite 263 Waldorf, MD 20601 a Tampa, FL -36610 Job Truss Truss Type Qty. Ply GHO Home's -Clementine -Traditional T24343845 2755274-GHQ-19N1tN AGR:. Jack -Open Girder Job Reference (optional) tsuneers mrsibource trlanr.ury, ruf, .. rtam 1ary, 1-1- - aa5o/, . sp tt.asus dun z zuzi mi i eK Inausrnes, Inc. I ue:iun � o uu:1 u:ai zuzi rage i ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-.p31GbjQZ2mkBOr?iTijIJ7sOnJ2ysuD9KS771 ez64gS � 3.0.0 3-0-0 Scale: t1_1, . 2 .. 2x411 _ 6.00 12 1 3x4:= 2x4.11 . .. . 3.0.p 3.0.0 LOADING (psf) SPACING- 2-0-0' CSI. b.DEFL. in (loc) .:I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 . TC 0.11 :Vert(LL) 0.01 5 : >999 240 MT20 244/190 . .150.:. Lumber DOL.: .:. 1.25 BC. 0.20 . Vert(CT) -0.01. 5 >999 TCDL 180 BCLL 0.0: '. Rep Stress lncr : NO WB . 0.02 Horz(CT) 0.00 : 3 n/a n/a . BCDL .. 10.0 Code FBC2020/TPl2014 Matrix -MP :: Weight: 14 Ili FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 .: TOP. CHORD Structural wood: sheathing directly applied:or 3-0-0 oc purlins. BOT CHORD .2x6 SP No.2 BOT CHORD' ..'Rigid ceiling directlyapplied.or 10-0-0 oc bracing.:: ..'''. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0=8-0; 3=Mechanical Max Horz: 1 =77(LC. 8) Max Uplift 1=-116(LC 8),3— 106(LC 8) Max Grav 1=300(LC 1.), 3=211(LC 25) FORCES. (16) - Max. Comp./Max. Ten. - All forces 250.(Ib) or less except when shown.: NOTES- 1) Wind: ASCE.7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.' II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof jive load shown covers rairi loading requirements specific:. to, the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord -live load nonconcurrent with any_other live loads. 4) "This truss has been designed for a IiveJoad of 20.00sf 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. 5) Refer.to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift of joi'ht(s) except Gt=lb) 1=116, 3=106. . 7) Hanger(s) or other corinectidnAeVice(s) shall be provided 'sufficient to support concentrated load(s) 247 lb down -and 136 lb up at 1-0-12;on bottom chord. The design/selection of such connection device(s), is the responsibility of.others., 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back'(B): LOAD CASE(S) Standard.: .: 1:) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) " Vert: 5=-247(B) . . Joaquin Velei.PE No.68182 MITek USA, Jna. FL CeR 6634 East Blvd Tampa 6804 Parke E F.l; 3361.0 . . Date: . w. June 15,2021 .:. A WARNING -Verify design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. . Design valid for use only with MiTek® connectors. This design is based 6Hy upon parameters shown, and is for an individual building component, not �• ' A truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall; :. building design. Bracing indicated is to prevent buckling of individual truss web and/er.chord members only: Additional. temporary and permanent bracing. . . . MiTek' is always required for stability and to prevent collapse. with possible personal Injury and property damage. For general guidance regarding the I ........ :.: ... fabrication., storage; delivery, erection and bracing: of. trusses and truss systems, see :: ANSYTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd: Safetylnformation. available from Truss Plate: Institute„ 2670 Crain Highway, Suite 263 Waldorf, MD 20601 .. Tampa, FL'36610 Job Truss Truss Type Qty : Ply GHO Home's -Clementine - Traditional T24343846 2755274-GHO-I9MW B1'.:. Common 4 1: '.:. Job Reference (optional) Builders FirstSource (Plant:Gity, FL), Plant Gity, FL, = 33567, : : : 8.43U"s:Jun 2 ZU'L1 MI I eK Inausines, Inc.: I ue:Jun 15 UVA U:4z ZUn Rage 1 ID:q118wLV.Ni6YkTT7fiBJ8hPyw6ENrHGJfo2RBp4sf 0_aul QEXsLOTjiGVbELJY6sgZ4z64gR " 2 0=0 5 1 4 10 8.0 .. 16-2-12 ... 21-4.0 23-4-0 2-0-0 5-1.4 5-6-12 : 5-6r12 " 5-1-4 - 2-0-0 Sc ale - -.1::41.2 4x6 4 6.00 12. .. 23 22 3 5 . 24 21 .' 2 6 .O :.:. e o- ... ..... ... _ ... ..e .o- .. 46 . . .. .. .. _ 10.8-0 .. .. ... 21-4:0 . — 10.8-0 10.8-0 . Plate Offsets -- 2:0- - 0;0- -8 , - - - - :- - LOADING (psf) SPACING- 2-0=0 : : CSI. :DEFL. in (loc) : I/de.fl Ud :PLATES GRIP TCLL 20.0.:. Plate Grip:DOL .". 1.25 TC.: 0.48. Vert(LL):.: -0.18. 8-20 >999 240 ".:. MT20 244/190 TCDL . 15.0: Lumber DOL ' . 1_25 BC . 0.76 Vert(CT) -0.38 : 8-17 >678 180, . BCLL 0.0 .' Rep Stress Incr .: YES WB . 0.41 . ; Horz(CT) 0.04:: 6 n/a n/a . .. BCDL 10.0 Code, FBC2020/fP12014:; ,' Matrix -AS W.eight:,108lb FT=20%:; ,. LUMBER- BRACING- TOP CHORD .2x4 SP No.2 ... .. "' ".. "' .. ' TOP CHORD' " .. "Structural wood sheathing' directly applied. BOT CHORD 2x4 SP No.i BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No-3 . :OTHERS 2x4 SP No.3:.. ... REACTIONS.. - (size)2=0-8=0, 6=0-8-0 -' :Max Horz 2=262(LC 9) Max Uplift 2=-511(LC 10), 6=-511(LC 10) Max Gram :2=1109(LC 1), 6=1109(LC 1):.: .:. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. .' . TOP CHORD ".:2-3=-1622/928, 3-4=-1195/689, 4-5=-1195/689, 5-6=-1622/928 BOT CHORD. : 2-8=-593/1514, 6-8==593/1.420 WEBS .. .4-8=-202/670, 5-8=-561%412, 3-8=r560/412 .... .... ..... ..... NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE'7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedo.r(2E) -2-1-7 to 1-9-15, Interior(1).1-9-15 to 6-8-10, Extedor(2R) .' 6-8-10 to 14-7-6, (nterior(i).14-7-6 to 19-6-1; Exterior(2E).19-6-1 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and.forces & MWFRS for: reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 " 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are.2x4 MT20 unless otherwise"indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. 6) ' This truss has been:designed for a live load of 20.Opsf on the bottom chord in all:areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.: . 7). Provide mechanical connection (by others) of truss;to'bearing plate capable of withstanding 100 lb uplift at joint(s) "except at=lb) 2=511,§=511:..' 8) This truss'design requires that a minimum'of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord: .. . .. .. .. .... . or Joaquin Velez PE No,.68182 MiTek USA, Inc. FL Celt 6634 - .....-.. .. 69D4 Parke EastBlvd. Tampa mpa FI:33610 . , Date,. June 15,2021 .. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not A truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall; .... building design. Bracing indicated is to prevent buckling of Individual truss web and/or,chord members only: Additional. temporary and permanent bracing. ��' " is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the . . . fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see :: ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component. , . 6904 Parke East Blvd. Safety•Information. available from Truss. Plate: Institute, 2670 Crain Highway, Suite 263 Waldorf, MD 20601 p Tampa, FL .36610 Job Truss Truss Type Qty ; .' Ply GHO Homes - Clementine - Traditional . . T24343847 2755274-GHO-19MW B2' . ' . Common .: :. 3 1: ' .: . Job Reference (optional) ' tiuuaers mrst5ource trlant cny, I-L), . rtant utty, r-L: _ JJbbt, : U.43u s uun z zuzi mI I eK Inaustnes,-Inc.: I ue uun i 5 Da:i u:4z zuzi rage -I fi ID:gll8wLV.Ni6YkTT7BJBhFyw6EN-HGJfo2RBp4s10_aul QEXsLOSCiFIbEvJY6sgZ4z64gR -2-0.1 . 5 1=4 " 10-8-0 16-2-12 "' 21=4-0 2-0.0.. 5-:1-4 .. 5-6-12 5-6-12 5.14 Scale— 1:39.0 46 = .4'.': . 6.00 F12 18.. 2x4 2x4 3:. 5. . 20 :2x4 II 17. 2x4 I 2 .... .. . i 2x4 11.: Io .:. e o .... .. a .... .. ... .... .' ..:. .' .': e s 1 e s 7 s e 3x6 5x8 = — 3xB - .. 10.8-0 ... :. 21 4 0 10-8-0 - 10.8-0 Plate Offsets (X,Y)--[2:0-2-10;0-1-8];[6:0-8-0,0-0=6],[7:0-4-0,0-3-4]. LOADING (psf) SPACING- 2-0=0 : CSI. " :DEFL. in (loc) _ I/defl Ud :PLATES.. GRIP TOLL . 20.0. Plate Grip:DOL .:. 1.25 TC.: 0:52 . Vert(LL): -0..18, 7-13 >999 240 MT20 244/.190 TCDL 15.0: Lumber DOL ' . 1.25 BC . 0.77 Vert(CT) . -0.40 : 7-13 >641 180 BCLL 0,0 .` Rep Stress Incir .: YES WB . 0.44 :: Horz(CT) 0.04:: 6 n/a n/a . BCQL 10.0 Code. FBC2020/fP12014.: , Matrix -AS W.eight:.101 lb FT = 20%: LUMBER- BRACING - TOP CHORD 2x4 SP No.2 " TOP CHORD '..'Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.i BOT CHORD Rigid ceiling directly applied. .... WEBS 2x4 SP NQ.3. . OTHERS 2x4 SP No.3 ..... REACTIONS.. (size)' 6=0-8=0, 2=0-8-0 Max Horz 2=249(LC 9) " Max.Uplift 6=-349(LC 10), 2=-521(LC 10) Max Grav:6=953(LC 1), 2=1118(LC 1):.:.: FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown.: . TOP CHORD :2-3=-1640/967, 3-4= 1214/730, 4-5=-1216/734, 5-6=.1667/1027 BOT CHORD. ' : 2-7=-744/1498, 6-7=-824/1.471 WEBS .. .4-7=-250/679, 5-7=-600%497, 3-7=7560/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.. 11; Exp.C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1).1-9-15 to 6-8-10, Exterior(2R) 6-8-10 to 14-7-6, Interior(1).14-7-6 to 17-4-10, Exterior(K) 17-4-10 to 21-4-0 zone; cantilever left and right exposed ;C-C for members and forces. & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain -loading requirements specific to the use of this truss component. "' 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 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 chord and any other members..:. 6) Provide mechanical connection (by others) of truss t0 bearing plate capable of withstanding 1 QO lb uplift at joint(s) except at=lb) 6=349, 2=521. 7) This truss design requires that a minirrium'of 7/16" structural wood:sheathing be applied directly to the top chord and 1/2" gypsum . sheetrock be:applied directly to the bottom chord. ..... .. . Joaquin Velei:PE No..68162: INiTek USA, Inc. FL Cart 6634 . are Tampa FL. East Blvd. Date: . 'June 15,2021 A WARNING - Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE.USE.. Design valid for use only. with. MiTeW connectors. This design is based only upon parameters shown, and,is for an Individual building component, not A truss system. Before use, the building designer must verify -the applicability of design parameters and propedy incorporate this design Into the overall. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional. temporary and permanent bracing. . . . - MiTek' is always required for stability and to prevent collapse.with possible personal injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see . : ANSIITP11 Quality Criteria, DSB=99 and BCSI Building Component. * : _ 6904 Parke East Blvd. Satetylntormation, available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Jab Truss Truss Type Qty .' Ply GHO Homes - Clementine -Traditional 1 . T24343848 2755274-GHO-I9MW B3 .:. Hip: .. .. .. . Job Reference (optional) 2 m � e 7 .. m. e 8 0 3x4 = .... ... . 5-6- 15' :. 10-0 0' 11 4 0 15-9-1 21-4-0 . . . 5-6-15: 475-1 1-4.0 4.5-.1 .5-6-15 LOADING (psf) SPACING- 2-0-0- :: CSI. DEFL. in (lot) I/deft Ud PLATES GRIP TCLL p 20.0 Plate Grip DOL 1.25 : TC 0.48 Vert(LL) 0.06 11=13 >999 240 MT20 244/190 TCDL .15.0... Lumber DOL.: .:. .1.25 BC.: 0.39 . Vert(CT).: -0.11 .11-13 >999 180 BCLL 0.0: ' Rep Stress. Incr : YES W B . 0.32 Horz(CT) 0A4 : 7 n/a n/a . . BCDL 10.0 .: Code FBC2020lCPI2014 Matrix -AS :: Weight: 119 lb FT = 20 LUMBER BRACING - TOP CHORD 2x4 SP No.2 . TOP CHORD Structural wood: sheathing directly applied. . . BOT CHORD, 2x4 SP No.2 "' "' ""' .... BOT CHORD "..'Rigid ceiling directly applied.. WEBS .. 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except` 15-16,18-19; 2z4'SP,No.3 size 2=0-8=0, 7=0-8-0 . :.Max Horz 2=249(LC 9) Max.Uplift 2=-511(LC 10), 7=-511(LC 10) Max'G rav: 2= 1 109(LC f), 7=1109(LC 1): FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1646/793,3-4=-1181/692,4-5=-993/689,5-6=-.1.181/692,6-7=-1646/793 BOT CHORD.:: 2-13= 472/1487, 11-13=472/1.487, 10-11=-225/999, 9-10=472/1405, 7-9=-472/1405 ' WEBS.3-1:1=-584/295.4-11=-137/315.5.10=-137/315.6-10=-585/295:: IYV 1 Gil- . - 1) Unbalanced roof live loads have been considered for this design. - . . . 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; 8=79ft; L=40ft; eave=5ft; Cat.. "' . . II; Exp.C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1).1-9-15 to 4-4-15, Exterior(2R). . 4-4-15 to 16-1 f-1; Interior(1) 16-11-1 to 19-6-1, Exterior(2E) 19-6-1 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces. & MW FRS for reactions shown,. Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . ... ... 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any.other live loads. . 7) ' This truss has been designed for a jive load of 20.00sf on the bottom chord in all areas Where a rectangle 3-6-0.tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate; capable of withstanding 100 lb. uplift at joint(s) except at=lb):: : 2=511, 7=511. . 9) This truss design requires that a minimum of:7/1.6" structural wood -sheathing be applied directly.to the top chord and 1/2" gypsum .. .. " sheetrock be applied directly to the bottom chord. .. .. ... .. .. Joaquin Velei:PE No.66162: MiTek USA, Inc. FL Cert 6634 East Blvd Tampa 6604 Parke E mpa FL 3361.0 . . Date:. s. June 15,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. ... Design valid for use only with_ MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web.and/orchord members only: Additionaftemporary and permanent _ _ T Mi. W is always required for stability and to prevent collapse.with possible personal Injury and property damage. For generalguidance regarding the • • fabrication., storage; delivery, erection and bracing: of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB+89 and OCSI Building Component 6904 Parke East Blvd. Safety. Information, available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 '' Tampa, FL ;36610 Job Truss q. Truss Type Qty Ply GHO Homes - Clementine -Traditional i T24343B49 2755274-GHO-I9MW B4 .: Hip: 1 1: .:. • Job Reference (optional) tiyijaers mrsi6ource Imam cny, a-L), .. roam Gary, rL - JJbbf' .. .. 0.40U 5 Jun z ZUe a MI a eK InuU51FIeS, inc.• i ue Jun 1 o ua; i u:4o zue i rage r . I D:gll8wLVNi6YkTT7fi BJ8hFyw6EN-i r?nR4T457EctSITiYoEUzO_zwJcofOl F45LAPz64gO 2 0-0 4-8-3 B-0-0 13-4-0 16-7-13 " 21-4-0 23-4-0 2-0.0 4-8-3 " 3-3-13 5-4-0 3-3-13 4-6-3 2-0-0 Scale-1:41.9 4z8 - .. 46: — 426 27:5 6.00 12 3 g:. 25 2629 24. 2 7 mES Fm � e c B xro' 11 10 . 9 e 3x4 =. 3x4 3x6 = 4 B 0 0 13-4-0 21 4 0 6-0-0 5-4.0 B-0-0 . Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (pso SPACING- 2-0-0 CSI. :DEFL. in (loc) : Udefl Ud :PLATES GRIP TCLL .20.0. Plate Grip.DOL . 1.25 TIC 0.48 . Vert(LL):.:-0.10.11-20 >999 240 MT20 244/.190 TCDL ' '15.0 Lumber DOL 1.25 BC ' 0.60 Vert(CT) ' . -0.22 11-20 >999 180 BCLL 0,0 Rep Stress Incir YES WB . 0,13 :: Horz(CT) . 0.04 : 7 n/a n/a . . . BCD.L 10.0 : i ' Code, FBC2020/TP12014' , : Matrix -AS :'Weight:.114 lb FT = 20% LUMBER- BRACING- ... .... .. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD- Rigid ceiling directly applied. ' WEBS 2x4 SP No.3 . OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=208(LC 9) Max.Uplift 2=-511(LC 10), 7=-511(LC 10) Max'Gray.2=1109(LC 1), 7=1109(LC 1) .. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD.:2-3=-1640/889,3-4=-1371/781,4-5=-1189/763,5-6=-1371/781,6-7=-1640/889 BOT CHORD" 2-11=-556/1473, 9-11' -355/11.99,:7-9=-556/1416 WEBS .4-1:1=-60/352, 5-9=-60/351„ 3ri 1==339/241, 6-9— 339/241 .. .. NOTES• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; 13=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 2-1-7 to 1-9-15, Interior(1).1-9-15 to 2-4-15, Exterior(2R)- 2-4-15 to 18-11-1; Interior(t) 18-11-1'to 19-13A, Exterior(2E) 19-6-1 to 23-5-7 zone; cantilever left -and right exposed ;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requiremerits specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for.a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 7) ' This truss has been designed for a live load of 20.00sf on the bottom chord in all'areas where a rectangle 3-6-0 -tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito, uplift at joint(s) except (jt=lb); 2=510=511. . 9) This truss design requires that a minimum of:7/16" structural wood.sheathing be applied directly.to the top chord and 1/2" gypsum sheetrock be applied directly to. the bottom chord. Joaquin Velez PE No.68182 MiTek USA,.Ipc. FL Cart 6634 6804 Parke East Blvd. Tampa FL , 36 0 Date:. June 15,2021 . .. . WARNING - Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. __. Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is fdr an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall, building design. Bracing Indicated is to prevent buckling of Individual truss,web.and/'Or .chord members only: Additional -temporary and permanent bracing. MOW:. Is always required for stability and to prevent collapse, with possible personal injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see . ANSIITPlt Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd. . Satety.intormation. available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type QW , Ply GHO Homes - Clementine - Traditional T24343B50 2755274-GHO-I9MW B5 .:. Hi p:Girder . Job Reference (optional) tiynaers mrstjource jrlanr L'Ity, t-L), .. rlani lacy, rL - 0115b/, 0.4du 5 Jull L LVL I IVII 1 U& 111UU.5ulUb, [flu.. I uviull I.: ID;g118wLVNi6YkTT7 BhFywBEN-A1Z9eQUisJM fiBJ N ctfGGJTOBZ3eKcOX3guTkquirz64gN 20=0 300 6-00 10=80 1540 184=0 2141 2340 2 -0-03-0-0 :4-8-0. 4-8=0 Scale = .1:41.9 4x8 = _ 4xg — 3 2324 25 . 4 .: 26. 2728 5 : . 6.00 F12 : m m .. K .. ..61 31 32 r . 10 9g e .�29 . 4x4 — : :. 5x8 -.: 44 — 3 0 0 6=0.0 10=8-0 - . 15-4.0' 18-4-0' -' 21-4-0 3-0.0 3-Or0 4-8-0. .. 4-8-0 3-0r0 3-0-0 Plate Offsets (X 1)-- [2:0-1-0 Edge] [3:0-540-2-0] [5:0-5-4 0-2-0]"[6:6-1-0' Edge] [9:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (loc) I/dell: Ud PLATES: GRIP TOLL 20:0.:. Plate Gri DOL ... 1.25 p TC.: 0.87 . Vert LL ( ) . 0.17. 9 >999 240 ... MT20 244/.190 TCDL . 15.0: Lumber DOL 1.25 8C . 0.82 Vert(CT) . -0.27 : 9-10 >937 180 BCLL :. 0.0 .*. ; : Rep Stress Inor .: ::NO WB . 0,92 :: Horz(CT) 0.09 : 6 n/a n/a BCD.L 10.0 Code. FBC2020ITP12014:.: .: Matrix-MSH ::Weight:,108lb FT=20%:: .. .LUMBER- BRACING - TOP CHORD..2x4 SP No.2 TOP CHORD-' ..'Structural wood sheathing directly applied. BOT CHORD' 2x4 SP No.2 BOT CHORD' Rigid ceiling directly applied or 5-10-7 oc bracing.' . WEBS 2x4 SP No.3. " OTHERS 2x4 SP No.3 :. ... . ... .. . .. REACTIONS.. : (size)' 2=0-8-0, 6=0-8-0 -.. :.Max Horz 2=-167(LC 6) ... .. ' Max.Uplift 2=-850(LC 8), 6=-850(LC 8) Max'Grav:2=2026(LC A), 6=2026(LC:30): FORCES. (lb) - Max. Comp./Max. Ten. - All forces 25.0 (lb) or less except when shown. . TOP CHORD ' ..2-3=-3573/1278, 3-4==3820/1474, 4-5=-3820/1474, 5-6=-3574/1278 BOT CHORD.' 2-10=-1008/3211, 9-10 1009/3238, 8-9=-978/3165, 6-8=•977%3138 WEBS .. .3-10= 17/570, 3-9=-377/861, 4-9=>672/462, 5-9=-377/861, 5c8=r17/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional); cantilever left andAghf exposed; Lumber DOL=.1.60 plate grip DOL=1.60 .. . 3) Building Designer/ Project engineer responsible formerifying applied roof live load shown.covers rain loading requirements specific . . to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates.are.2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf, bottom chord live load nonconcurrent with any other live loads: 7) ' This truss has been designed for a I'ive1oad: 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..:. . ... . .... ... . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10.0 lb uplift at joint(s) except at=11b) 2=850, 6=850. 9) Hanger(s) of other connection Shall be provided sufficient to support concentrated load(s) 389-lb down and 334 Ib up at 6-0-0, 191' Ib down'and 152 Ib up at 8-0=12; 191 Ib down and 152 Ib up at 10-0-12, 191 Ib down and'152 Ib up at 11-3-4, and 161 Ib' : down.and 152lb up at 13-3-4, and 389 lb down:and 334 lb up at .1.5=40 on top chord, and 441 lb down and 99 lb up at 6-0-0,.6716. down at 8-0-12, 67 Ib down'at .10-0-12, 671b down:at 1.1-:AA and 67 lb down at :1344, and 441 lb down and 99:Ib.up-at. 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of. others. 10) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) oe back, (B), . .... ... . ..... ... Joaquin Velez PE No.68182 LOAD CASE(S) Standard . FL Carl 6634 .1) Dead-+ Roof Live (balanced): Lumber Increase=1.25,-Plate.lncrease=1.25, " "MiTek East Blvd. Tampa 6904 Parke E FL 336.10 . , Uniform Loads (plf) .." Date:: Vert: 1-3=-70, 3-5=-70, 5,7= 70, 17-20=-20 June 15,2021 o inued on ' ... WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not co a truss system. Before use, the building designer must verifythe applicability of design parameters and. propertyincorporate - , rp this n Into the overall design building design. Bracing indicated is to buckling of individual truss web and/or.chord members only: •Additional, temporary and permanent -bracing, _ - MiTek'.:.: prevent is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the .:. fabrication,' storage; delivery, erection and bracing: of trusses and truss systems, see . ANSUrpl1 Quality Criteria, DSB49 and BCSI Building Component. 6904 Parke East Blvd. Saretyln/ormation. available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 a Tampa, FL ,36610 Job Truss Truss Type Oty : Ply GHO Homes - Clementine - Traditional . .T24343850 2755274-GHO-I9MW B5 Hip Girder 1 1: Job Reference (optional)-' WARNING -Verity design: parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with. MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, riot n ca a truss system. Before use, the building designer must verify the applicability of design parameters adred p op ry this design into the overall y,Inorate . . _ . building design. Bracing indicated is to prevent buckling of Individual truss web and/or_chord members only: Additional. temporary and pennanenhbracing. MITek'.:. is always required for stability and to prevent collapse with possible personal Injury property damage. For general guidance regarding the . . : fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see _ ANSI/TPI1 Quality Criteria, DSB49 and BCSI Building Component, 6904 Parke East Blvd. p Safelyinformation, available from Truss Plate: institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL _36610 Job Truss Truss Type Qty.: . Ply GHO Homes - Clementine - Traditional : a T24343851 2755274-GHO-19M1N CJi. Jack-O pen . 13 1: . .. .. Job Reference (optional).' n 1.O.0 1-D-D Plate Offsets (X Y)-- [2:0-0-4 0-0-0] ' LOADING (psf) SPACING- 2-0=0 : CSI. :DEFL. in (Ioc) : I/deft Ud :PLATES GRIP TCLL 20.0.:. PlateGrip:DOL . .1.25 TIC .: 0.62. Vert(LL):. -0.00. 10 >999 240 MT20 :.:244/190. TCDL 15.0: Lumber DOL -. : 1.25 BC . 0.00 Vert(CT) 0.00 : 10 >999 i80.: . BCLL :: 0,0 ° Rep Stress Incr YES WB . O.QO :: Horz(CT) . 0.00.: 2 n/a n/a BCDL 10.0 Code. FBC2020/TP12014: . ; Matrix -MP . Weight.11 lb FT = 20%: LUMBER- BRACING - TOP CHORD .2x4 SP No.2 ::: ' . " .. "' .. TOP CHORD " .. Structural wood sheathing directly applied or 1 O=O.oc.pudins, BOTCHORD 2x4 SP No.2 .... . BOT CHORD Rigid ceiling directlyapplied or-10-0-0 oc bracing.. . OTHERS 2x4 SP No.3 . REACTIONS. (size) .3=Mechanical, 2=0-8-0 Max Horz 2=113(LC 10) ..Max Uplift 3= 115(LC 1); 2=-369(LC 10) Max Grav 3=183(LC 10),:2=354(LC 15) ..... ..... FORCES. (lb) - Max. Comp:/Max: Ten. - All forces 25Q (lb) or less except when shown.: p. NOTES- . : • .a. 1) Wind: ASCE:7-16;'Vult=160mph (3=second gust): Vasd=124mph; TCDL=5.0psf; BCDL=S.Opsf; h=15ft; B=79ft; L=40ft; eaves5ft;.Cat. II; Exp.C; Encl.' G.Cpi=0.18; MWFRS (directional) and C-C Exteri6r(2E) zone; cantilever left and 'rightexposed ;C-C for members and .. .. forces & MWFRS for reactioris shown; Lumber DOLs1.60 plate grip DOL=1.60 "' 2) Building Designer / Project engineer responsible forverifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a.live.load of 20.0psf on the bottom'chord in all areas where asectangle 3-6-0 tall by 2-0-0 wide . will fit between thebottom chord and any other members.. . 5) Referto girder(s)for, truss to truss connections. 6) Provide mechanical connection (by others) of truss •to _bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=115; 2=369: Joaquin Velez PE No.68182 MiTek USA,.Ihd. FL Ceit 66U .6904:Parke East Blvd. Tampa Date:: :June 15,2021 WARNING -Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with_ MITek® connectors. This design is based. only upon parameters shown, and is for an individual building component, not .• . a truss system. Before use,.the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or.chord members only: Additional. temporary and perm anent. bracing. . . . Mftk' is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the . . fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . ANS11TPlr Quality Criteria, DS13-89 and SCSI Building Component. 6904 Parke East Blvd. Safetyinrormadon. available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL .36610 Job , " Truss . " Truss Type Qty : Ply GHO Homes - Clementine - Traditional T24343852 2755274-GHO-I9MW CAA Jack -Open. Job Reference (optional).::: euuuers rlrsiaource trrani uiy, rLt, riant ury, rL - J3bb/, ° b.43U s Jun 2 Zu2l MI I eK Inausines, Inca I ue Jun io uV:l U:4b ZUZI rage i . I D:ql l8wLVNi6YkTT7fi BJ8hFyw6EN-6Pgw36VyO.wcBkvl2OhCx5ceZNZUF?2DBx2J?nkz64gL ... -1=2 3 1-0-0 .. .. 1-2-3 :a 1-0.0 Scale _ 1:7.5 .. 3 ........... 6.0a tz .. .. z .. �. a . aal 1. .. 0°: Al 2x4 p. Plate Offsets (X,Y)--" [2:0-4-0,0-0-4] i. LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (Ioc) I/dell Ud PLATES; : GRIP TCLL 20.0. - Plate Grip:DOL .:. .1.25 TC.: '0.22 . Vert(LL):.: 0.00. 7 >999 240 .:. MT20 .244/190 . TCDL 15.0: . Lumber DOL ' : 1.25 BC - . 0.03 Vert(CT) : 0.00 : 7 >999 180. . BCLL :: 0,0 ' Rep Stress Incir .: YES W B . 0,00 .: Horz(CT) . 0.00:: 2 n/a n/a . . . BCDL 10.0 Code. FBC2020/TP12014::: .: Matrix -MP Vlleight:.5 lb FT = 20%; .LUMBER- BRACING - TOP CHORD -:2x4.SP No.2 TOP CHORD' Structural wood sheathing directly applied or 1-O=O:ocpuffins. BOT CHORD 2x4 SO No.2 .. BOT CHORD' Rigid ceiling directly applied or'10-0-0 oc bracing.' . .. size 3=Mechanical, 2=0-8-0 Max Horz 2=80(LC,10) Max Uplift 3=-16 LC 1), 2=•180 LC 10 .':MaxGrav 3=53(LC 10), 2=1N(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.: .:. . .: ' ... . NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second. gust) Vasd=124mph; TCDL-5.0psf; BCDL=5.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.7. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and, . forces:& MW FRS:for reactions shown; Lumber D.OL=1.60 plate grip DOL=.1:.60: . ' .. .. 2) Building Designer / Project engineer responsible for:verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 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. 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=180. Joaquin Velei;PE No.68182: MiTek USA;;Inc. FL Cert 6634 . . :.:.: '.:. . .. East Blvd Tampa 6804 Parke E F1: 33610 ate:. June 15,2021 .:. A WARNING -Verity design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with, MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ; ;�* .' A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual truss web and/or.chord members only: Additional. temporary and permanent -bracing. - MiTek� Is always required for stability and to prevent collapse. with possible personal injury and property damage. For general. guidance regarding the - l .. fabrication., storage; delivery, erection and bracing, of trusses and truss systems, see, ANS11TPll Quality Criteria, DSB-Ba and BCSI Building Component 6904 Parke East BIW, Saletylnlormation.available from Truss Plate:Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL *36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Traditional -' T24343853 2755274-GHO-I9MW CAB. Jack -Open. 1 .:1: Job Reference (optional) buneers rtrstsource triant ta1y, r-Ll, .. - ream Lmy, rL - ssbb/, . 1=2 3 1-2-3 0.4JU S JUn Z ZUZI MI t eK Ineusines, tnc.. t ue uun t b uv:7 U:4tl zuz r rage t ID:qIIBwLVNi6YkTT7fiBJ8hFyw6EN-6Pgw36V.yOwcBkvl2OhLx5ceZN7UF?2DBx2J?nkz64gL .. .. . 100 1-0-0 Scale =1:7.5 ..3 6.00 12 ".. 2 ur d .. .. . 4 . . 2x4 - .. 1-0-0 Plate Offsets - 2:0-4-0,0-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud :PLATES: GRIP TOLL 20.0.. Plate Grip DOL'... .1.25 TC- 0:22 Vert(LL). 0.00. 7 >999 240 .. MT20 244/190 . TCDL 15.0 Lumber DOL 1.25 BC ' . 0.03 Vert(CT) 0.00 : 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB . 0.00 :. Horz(CT) 0.00:: 2 n/a n/a BCDL 10.0 CodeFBC2020lfPI2014 Matrix -MP V1leight:.5 lb, FT = 20%: - . . LUMBER- BRACING TOP CHORD..2x4 SP No.2 TOP CHORD' .. Structural wood sheathing directly applied or 1-0=0:oc.pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (size) 3--Mechanical, 2=0-4-0 Max Horz 2=80(LC.10) Max Uplift 3=-16(LC 1),.2=-180(LC 10) Max Grav 3=53(LC 10); 2=196(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces,& MWFRS:for reactions shown; Lumber D.OL=1.60 plate grip DO.L=.1:.60: 2) Building Designer / Project engineer responsible foriverifying applied roof live load_ shown covers rain loading requirements specific . to the use of this truss component. 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 chord in all areas where wrectangle 3-6-0 tall by 2-0-0 wide will fit. between the bottom chord and any other members. 5) Refer to girder(s) for truss to.truss connections.' 6) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=180. Joaquin Velez PE No,.66182 MiTek USA Inc. FL Cart 6634 ... .... ... .. 6 East Blvd Tampa " 90 Pare m a .. , .. . .. Dater _. June 15,2021 .. ©WARNING - Verity design parameters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only. with. MiTek® connectors. This design is based only upon parameters shown, and -Is for an Individual building component, not " ; . Nil a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web,and/or"chord members only: Additional. temporary and pennanent:bracing - Is always required for stability and to prevent col.lapse.with possible personal injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . • : ANSVTP11 Quality Criteria, DSB-99 and SCSI Building Component : 6904 Parke East Blvd. Salefylnlormafion. available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FC'36610 Job Truss Truss Type City Ply GHO Homes - Clementine -Traditional ' � T24343854 2755274-GHO-I9MW CJ1 C . Jack -Open, Job Reference (optional) LOADING (psf) "' SPACING- 2-0-0 CSI. DEFL. in (lob) -: I/defl Ud PLATES ; GRIP TCLL 20.0 Plate Grip DOL 1.2.5 . TIC0.12 Vert(LL) -0.00 2 . >999 240 -MT20 244/190 TCDL 15.0.. Lumber DOL 1.25 BC.- 0.09 Vert(CT)". -0.00. 2 >999 :180 -. BCLL 0.0. `. Rep Stress.Incr . YES Wei . 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 . Code FBC20201TP12014 Matrix -MP Weight: 5 lb. FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP IJo.2 . .. -. TOP CHORD Structural wood:sheathing directly applied:or_t-0-0 oc purlins. BOT CHORD .2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.::: REACTIONS. (size). .3=Mechanical, 2=0-3-10 Max Horz2=58(LC 10) Max Uplift 3=303(LC 1), 2=-327(1_C 10) Max Grav 3=249(LC 10), 2=472(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. NOTES - I) Wind: ASCE 7-16; VuIt=160mph:(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL &.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp:C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60 2) Building Designer] Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of this truss.domponent. 3) ' This truss has been designed fog 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 100.lb uplift at joint(s) except (jt=1b). . .3=303,2=327: q. Joaquin Velei:PE No.68182. MiTek USA,I.nc. FL Celt 6634 - 6904 Parke East Blvd. Tampa FL 33610 . : Date:. June 15,2021 .. A WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. • Design valid for use only With MiTek® connectors. This desigri is based, only upon parameters shown, andIs for an Individual building component, not �. '• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall. .... building design. Bracing indicated Is to prevent buckling of Individual truss web.and/or.chord members only: •Additional, temporary and permanent bracing . . MiTek' is always required for stability and to prevent collapse,with possible personal injury and property damage. For generatguidance regarding the :. fabrication, storage; delivery, erection and bracipg:of trusses and truss systems, see. . ANSUfPII Quality Criteria, DSB49 and BCSI Building Component. 6904 Parke East Blvd, SatetyInformation: available from Truss. Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' ' Tampa, FL :36610 Job Truss Truss Type Qty : Ply GHO Homes - 'Clementine - Traditional . r T24343855 2755274-GHO-19MW CJ3.: Jack -Open :. .: 9 1: Job Reference (optional) nuuaers rtrstz)ource trlant uay, ry, riarn uny, rL - 0,5001, . ... .. -2-0.0 ... 2.0-0 co : .. 0 0 2: 1 t5.4JU s tun Z ZUZ t MI I eK Inauslrles, mc.. I ue..lun r o uu; I u;ou zuz r rage r I D:gll8wLVNi6YkMfiBJ8hFyw6EN-2oogUnXCwXsvzDBQV50PB1 jpYx8uTyj UOMo6rdz64gJ .. 3-0-0 3-0.0 _ Scale'=1:15.3 3-0_p � 3-0-0 Plate Offsets (X,Y)-- [2:0-0-4,0-0-0] LOADING (psf) SPACING- 2-0=0 CSI. :DEFL. in (loc) : Vdefl Ud :PLATES GRIP TOLL . 20.0 . Plate Grip:DOL :.. .1.25 TC.. 0.62 . Vert(LL) -0.01. 4-10 >999 240 ... MT20 .244/190. TCDL 15.0 Lumber DOL ' . 1.25 BC . 0.15 Vert(CT) . -0.01 .4-10 >999 180 BCLL 0,0 Rep Stress Incr YES WB . 0,00 Horz(CT) ' . 0.00:: 3 n/a n/a . . . BCD.L 10.0 Code. FBC2020/TP12014:: Matrix-MP d. Weight:,17 lb FT = 20%: LUMBER- BRACING- TOP CHORD 2x4 SP No.2 " ' " " TOP CHORD 'Structural wood sheathing directly applied or 3-O=O:oc.pudins- BOT CHORD- 2x4 SP No.2 .... . BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. OTHERS 2z4 SP No.3. . . REACTIONS. (size)•"•3=Mechapica],2=0-8-0,4=Mechanical Max Horz 2=166(LC 10) . Max Uplift 3=-34(LC 7), 2=-251(LC .10) q. Max Grav 3=75(LC 15); 2=336(LC.15), 4=45(LC 3) FORCES. (lb) Max. Comp./M. x. Ten. - All forces 250 (lb) or less except when shown. " NOTES-. .. .. 1) Wind: ASCE 7.115; Vult=160mph (34econd gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl.: GCpi=0.18; MW FRS (directional) and C-C Exterior(2E).zone; cantilever left and.righf exposed ;C-C for members and . . forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project'engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live.load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 51 Refer to girder(s) for, miss to Truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except at=lb) 2=251. Joaquin Velez PE . o..68162 MiTekU8A,Ihc.FLC9ttG634 ' ast Blvd Ta Palo: June 15,2021 .:. A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE.USE. . Design valid for use only. with MTake connectors. This design is based only upon parameters shown, and•is foi an Individual building component, not . • _ �• a truss system. Before use, the building designer must verify, the applicability of design parameters and, prdpedy Incorporate this design -into the overall. building design. Bracing Indicated is to prevent buckling of Individual truss web,and/or.chord members only: -Additional. temporary andpermanentbracing, MOW— is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing.of trusses and truss systems, see . : ANS11fP/1 Quality Criteria, DSB-69 and SCSI Building Component. 6904 Parke East Blvd. Sate ty.lntormation.available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply GHO Home's -.Clementine -Traditional ' T24343856 2755274-GHO-19MW CJ3A . Jack -Open Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL: 33567, : 8.430 s'Jun 2 2021 MiTek Industries,Inc.: Tue Jun 15 09:10:50 2021 'Page 1 . I D:gll8wLVNi6YkTT7ftBJ6hFyw6EN-2oogUnXCwXsviDBQV5OPB1 jvNx6zTyj UOMo6rdz64gJ i 300 .. 3.0-D ' Scale:l"-1' 2' ' 6.00 F12 d 1 .3 .. Q. 2x4. 300 3-0-0 LOADING (psf) SPACING- 2-0.0: CSI. DEFL. in (lob) -::I/deft L/d 'PLATES _ GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 -3-6 : >999.. 240 :MT20 244/190 TCDL 15.0.: Lumber DOL 1.25 BC. 0.27 Vert(CT).' -0.02. 3-6 >999 180 BCLL 0.0: ' Rep Stress Incr : YES W B . 0.00 Horz(CT) . -0.00 : 2 n/a n/a . . BCDL 10.0 . Code FBC2020/TPI2014 Matrix -MP Weight: 10 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 . a TOP CHORD Structural wood:sheathing directly applied or 3-0-0 oc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.or 10-0-0 oc bracing.: REACTIONS. (siie) .1=0-8-0, 2=Mechanical, 3=Mechanical Max Hori'1=79(LC 10) Max Uplift: 1=-85(LC;10), 2= 75(LC 10), 3==52(LC.10) Max Grav 1=132(LC 1), 2=93(LC 15); 3=57(LC 3) FORCES.: (Iti) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124rnph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C;_Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left exposed'; porch left exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=.1.60 plate grip DOL=1.60 2) Building Designer:/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . .. .. to, the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom: chord live load nonconcurrent with. any other live loads. 4) ' This truss has been designed for a live_load of 20.0psf on the bottom chord in all areas where a_rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1,.2, 3. sq ' Joaquin Velez PE No.68182 ... ..... ..... MiTek USA, Ind FL Ceit 6634 . . . ast Blvd. Ta • 6904 Parke E mpa FL 33610 , .. Date:. June 15,2021 :. © WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based. duly upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and propery incorporate this design into the overall_ .. building design. Bracing Indicated is to prevent buckling of individual truss web and/or.chord members only: -Additional temporary and permanent•bradng..... . MOW. ' Is always required for stability and to prevent collapse, with possible personal Injury and property damage. For general. guidance regarding the , fabrication, storage; delivery, erection and bracing of trusses and truss systems, see - _ ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Saferylnformation.available from Truss Plate; lnstitute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL' 36610 - Job Truss Truss Type Qly Ply GHO Homes - Clementine -Traditional - ' T24343857 2755274-GHO-19MW CJ5.:. Jack -Open. Job Reference (optional) Builders Firsttiource (viant:oity, I-L), Plant tatty, t-L'+ 33567, ' 8.43o'S'Jan 2 2021 Mi I eK Inclustnes, lnc.: I ue-dun 15 o9:10:51 2021"Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-W—M2h7.Yrhr_mbNmd3pvej EG_fKQOCPzdd0YfN3z64g1 2 0 0 5.0.0 . . 2-0-0 5-0-0. Scaler 1:20.2 ' 3 :.:.. '.:..:. 6.00 F12 '.. ... ...: .. '... :. ' .. .. .. .. .. .. .. .. .. .. m o u) N .. .. N. co 2x4 11 3x4 5.0 0 .. 5-0-0: LOADING (psf) SPACING- 2-0-0 " CSI. DEFL. in (lob) ::I/defl Ud PLATES, GRIP TCLL . 20.0 : : Plate Grip DOL 1.25 TIC 0.60 vert(LL) -0.04 4-10 >999 240 :MT20 244/190 TCDL :15.0.: Lumber DOL : ... .1.25 BC. 0.32 Vert(CT).:-0.07 4-10 >818 ' 180 . BCLL 0.0: Rep Stress Incr' . YES WB . 0.00 Horz(CT) 0.00 ' 3 n/a n/a ' BCDL :: 10.0 .: Code FBC2020/TPI2014 Matrix -AS Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood: sheathing directly applied. BOT CHORD..2x4 SP No.2 BOT CHORD -,'Rigid ceiling directly•applied.. OTHERS-, : 2x4 SP No.3 REACTIONS. (size)' '3-Mechanical, 2=0-8-0, 4=Mechanical' Max Horz;2=219(LC 10) Max Uplift 3=-94(LC 10), 2=-243(LC 10) .:Max Gram 3=160(LC 15); 2=407(LC 15), 4=87(LC 3) FORCES. (Ili) - Maie. Comp./Max. Ten. - All forces 250.(Ib) or less except when shown,: NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. . ... II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior (2E).zone; cantilever left and right exposed ;C-C for members and ' forces.&'MWF.RS:for reactions shown; Lumber DOL=1.60 plate grip DO.L=.1:.60' 2) Building Designer / Project engineer responsible for;verifying applied roof live load: shown covers rain loading requirements. specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where wrectangle 3-6-0 tall by 2-0-0 wide .. .. will fit between the bottom chord and any other members. .. 5) Referto'girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) 2=243. 7) This truss design requires that a minimum of 7/1,6" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be:applied directly to the bottom chord. s. .. .. Joaquin Vol ei PE No.68162 MiTek USA, Ind. FL Celt 6634 East Blvd Tampa 6904 Parke E FL 33610 .. .. .. .. Date: - ..June 15,2021 WARNING- Verify ARM READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. - Design validforuse only with MiTeke connectors. F. This design Is based only upon parameters shown, and,is fci an individual building component, not �• A truss system. Before use, the building designer must verify the applicability of design parameters and. properly incorporate this design into the overall' - building design. Bracing indicated is to prevent buckling of individual truss web,and/orchord members only. Additional- temporary and permanent bracing_ . . MITek' Is always-rgquiredfor stability and to prevent collapse,with possible personal Injury anal property damage. For general. guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see _ ANSUTP11 Quality Criteria, OSB•89 and SCSI Building Component " : 6904 Parke East Blvd. - Satety:lntormation. available from Truss Plate: institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' ' Tampa, FL'36610 Job Truss Truss Type Oty' Ply GHO Home's - Clementine - Traditional T24343858 2755274-GHO-I9MW CJ5A. Jack -Open. 1 .... Job Reference (optional) Cunci rS mrstbource (viam tiny, rLj, : viant lacy, rL - JJbb/, . tl.4Ju stun z zuzl MI i eK tnausmes, mc.• I ue JUn 1 b uv:1 u:bz zuzl rage i I D:gll8wLV.Ni6YkTT7f f3J8hFyw6EN--BW RVTZTS96dDXLpdW QtG8pCgkl uxsCnsgHCwVz64gH i 500 5-0-0 Scale'-.1 r1.7.2 2 6.00 12.. m 3x4 = �• �, 3x8 11 n-a-n 5-0-0 4-4.0 Plate Offsets (X,Y)-- [1t0-1-4,0-0-21, [1:0-0-8,1-0-5] LOADING (psf) : SPACING- 2-0=0 CSI. :DEFL. in (loc) : I/defl _ L/d :PLATES . GRIP TCLL 20.0.. Plate Grip. DOL .:. .1.25 TC.: 0:39 Vert(LL): 0.05 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC -. 0.43 Vert(CT) -0.04 3-8 >999 180 BCLL 0.0 Rep Stress Inor .: YES WB . 0.00 Horz(CT) -0.02 : 2 We r17a BCDL 10.0 Code. FBC2020/TPI2014 .; Matrix -AS :::Weight:. 18 lb FT = 20% LUMBER- BRACING- TOP CHORD .2x4 SP No.2 .. TOP CHORD ". Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE... Left: 2x6 SP No.2 REACTIONS.. (size) 2--Mechanical,. 3=Mechanical, 1=0-8-0' Max Horz 1=132(LC 10) Max.Uplift 2=-100(LC 10), 3=-1O(LC 10), 1=-57(LC 10) Max Grew 2=147(LC 15), 3=80(1_C 3), 1=264(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind; ASCE 7-16;.Vult=160mph (3-second gust): Vasd=1 24mph; T.CDL 5.Opsf; BCDL=5.Opsf; h=15ft; B=.79ft; L=40ft; eave=5ft; Cat. II;. Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-G Extedor(2E) zone; cantilever.left.and right exposed ;C-.0 for•riiembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied. roof live load shown covers rain loading requirements specific . to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other.live loads. 4) ' This truss has been,designed for a live load of 20.Opsf on.the bottom chord in all, areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members.:. 5) Refer to girder(s) for truss to truss connections. 6) Provide• mechanical connection (by others) of truss to bearing plate capable of_withstanding 100 lb. uplift, at joint(s) 2, 3, 1: ' 7) This truss design requires that a minimum:of 7/16" structural wood'sheathing'be applied directlyte the top chord and 1/2" gypsum . sheetrock be applied directly to the bottom chord. q. sm qw Joaquin Veld PE No.68182 MiTek USA, Inc: FL Carl 6634 6904: Parke East Blvd Tampa Pate:: June 15,2021 ... A WARNING - Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. :....i• Design valid for use only. with; MiTek® connectors. This design its basedonly upon parameters shown, and:is foi an individual building component, ,not , a truss system. Before use, the building designer must verifythe applicability of design parameters and properly incorporate this design into the overall, . • building design. Bracing indicated is to prevent buckling of individual truss web and/or. chord members only. �Additional. temporary and permanent bracing. . . MiTek' is always required for stability and to prevent collapse_with possible personal injury and property damage. For general guidance regarding the .. . , fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see.-, ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: Set etylntormation. available from Truss IPlate:lnstitute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 Job Truss Truss Type Qty. Ply GHO Homes -:Clementine -Traditional i T24343859 2755274-GHO-I9MW EJ3.:. Jack -Open, ' .. 2 Job Reference (optional) Builders hlrst5ource (Plant city, FL), . - Plant Gty, FL - 33567, " 8.430 s:Jun 2 2021 MITek Industries, Inc. Tue:Jun 15 09:10:52 202T Page 1 7D:gllBwLVNi6YkTT7fiBJ8hFyw6EN-_BWRVTZTS96dDXLpdW Qti3S092kpMxsCnsgHCwVz64gH 2-0 0 300 ... .. 2-0.0 3.0-0 S tale — —.1:1.5.3 3 6.00. F12 . .. o op N 2x4 11 2 .. fir. .' .. .. .: :. .. '. .: .. .' .. .: 0• 4 .. .: 2x4 11 rT 0• 1 3x4 - 3.0 0 3-0-0 Plate Offsets (X,Y)-- [2:0-3-12;Edge] LOADING (pso SPACING- 2-0=0 : CSI. DEFL. in (loc) : I/defl Ud PLATES. GRIP TOLL 20.0.: Plate Grip: DOL' .:. .1.25 TC .. 0.62 . Vert(LL):.. '-0.01 . 4-10 >999 240 .:. MT20 :.: 244/190. TCDL 15.6 Lumber DOL ' .' : 1.25 BC . 0.16 Vert(CT) . -0.61 : 4-10 >999 180 .' BCLL 0.0 ' Rep Stress Incr .. YES W B . 0.00 . Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code. FBC2020lfP12014;;; Matrix -MP Weight 17 lb FT = 20%_ . LUMBER-BRACING- TOP CHORD..2x4 SP No.2 TOP CHORD— ..'Structural wood sheathing directly applied or 3-0=0.oc.puffins. BOT CHORD '2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 " REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2--166(LC 10) • Max Uplift 3=-34(LC 7), 2=-251(LC 10) Max Grav 3=75(LC 15); 2=336(LC.15), 4=45(LC 3) FORCES. (lb) -Max. Comp,/Max: Ten. -All forces 250. (lb) or less except when shown. • . .. NOTES- .: . 1) Wind: ASCE7-16;:Vult=160mph (3-second gtist):Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat.-' 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and:rightexposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project' engineer responsible for.verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 3) This truss has' been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live' loads..' .." ' ' .. .. ..' 4) ' This truss has been designed for a live.load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members.. 5) Refer to girder(s) for. tross to truss connections. 6) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 0t=1b) 2=251.. Joaquin Velez:PE No.68182 MITek USA, Inc. FL Ceit 6634 ... ..... ' East Blvd Tampa 6804 Parke m a FL 33610 Date: June 15,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. . . Design valid for use only with MiTek® connectors. This design Is based, only upon parameters shown, and�is foi an individual building component, not : '• .. a truss system. Before use, the building designer must verify the applicability of design parameters and, properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members only: Additional temporary and permanent bracing, R A " ITek' is always required for stability, and to prevent collapse,with possible personal Injury and property damage. For general guidance regarding the :. : fabrication, storage; delivery, erection and bracing:of tresses and truss systems, see.,: ANSIITP11 Quality Criteria, DS19149 and BCSI Building Component 6904 Parke East Blvd. Safetylntormation..available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 • ' ' Tampa, FL ;36610 Job Truss Truss Type -''' City Ply GHOHomes-"Clementine -Traditional ` T24343860 2755274-GHO-I9MW EJ5 Jack -Open 1 1. Job Reference (optional) - Builders FlrstSource (Plant:city, FL), .. Plant city, FL = 33567, : 6.43U'S:JUn 2 ZU21 Mi I eK IndustneS, Inc.: I us dun 15 UV:l U:b3 zUX1 "rage 1 ID:qll8wLVNi6YkTT7fiBJ8hFyw6EN-TNUp6pZ5DSEUghv7AEx6ofLKsB2DgJSw4KlmSxz64gG 2.0.0 5-0-0 2.11-0 5-0-0: Scale"=1:20.2 " 3 6.00 F12 • m 2x4 II 2 o 2x4 11 a. G 6• o• x4 =. . 5.0-0, Plate Offsets (X,Y)--[2:0-0-8,Edgel LOADING (psf) SPACING- 2-0-0 ' CSI. :DEFL. in (loc) ' I/defl Ud PLATES GRIP TOLL 20.0.: Plate Grip 'DOL' .1.25 TIC0.62. Vert(LL): 0.13. 4-10 >441 240 MT20 244/190. 0.6TCDL Vert(CT) 0.12 :4-10 >491 180 . . .50 " BCLL 0. Rep Stress Incr .. YES WB . 0.00 :: Horz(CT) �. -0.00 : 3 n/a n/a BCDL 10.0 Code. FBC2020lrP12014 Matrix -AS Weight:,23lb FT=20%,: - LUMBER- BRACING- TOP CHORD .2x4 SP No.2 TOP CHORD 'Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3. . . REACTIONS. (size). _3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=219(LC 10) Max Uplift 3=-11 O(LC 10), 2— 338(LC 10), 4=-69(LC 7) .. ' Max,Grav 3=148(LC 15),:2=403(L0 1), 4=87(LC 3) as FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- . 1) Wind: ASCE 7-16; Vult=160mph (&second gust): Vasd=1 24mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 13=79ft; L=40ft; eave=7ft; Cat. 11; Exp.C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E).zone; cantilever left exposed;.porch:left exposed;C-C or: members and forces & MW..FRS" for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project' engineer responsible for verifying applied roof live load, shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) . This truss has been designed for a live.load of 20.0psf on the bohom.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.. . 51 Refer to girder(s) for truss to Truss connections. 6) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s) 4 "except at=lb) 3=110; 2=338: . 7) This truss design requires that a minimum:of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .... .. ..... ..... .. . Joaquin Velez PE No.66182 MiTek USA, lne. FL Cert 6634 .... "... ....: 6904 Parke East Blvd. Tampa FL ate:. ... June 15,2021 :-.A WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. . . Design valid for use only. with, MiTek® connectors. This design, is based only upon parameters shown, and is fot an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and, propedy Incorporate this design Into the overall' 'building design. Bracing indicated is to prevent buckling of Individual truss web,and/orchord members only: Additional. temporary and permanent bracing. " MITek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i- :. fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see . : ANS11TPll Duality Criteria, DSB49 and BCSI Building Component, 6904 Parke East Blvd. Saletylnlormation, available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL'36610 .. ... ..... ... ..... .. ..... ... ... .. ... ... .. Job Truss Truss Type City Ply GHO Homes -Clementine -Traditional T24343861 2755274-GHO-I9MW EJ6 ' . Jack -Open 10 1 ' Jab Reference (optional)' builders i-Irstbource (rlant tatty, F-L), i'lant Glty, rL = 3356/, : b.43U Stun 2 2U21 mi I eK Inoustnes, Inc.. I Ile Jun 1 n ud:i U:o4 zuzi rage] ID:gIIBwLVNi6.YkTT7fBJ8hFyw6EN-xZ2BJ9aj_mMKSgUBkxSL LtuTwYRVPmi4J_mJ_Oz64gF 200 60.0. . 2.0.0 ..:.6-0-0 Scal — e. _' 1:22.6 3 : w o. 2x 1 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DOL. in (lot.) Udefi Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25. TC 0.66 Vert(LL) 0.07 4=10: >956 240 MT20: 244/190 TCDL . .15.0 Lumber DOL .:1.25 BC .0:42.:. Vert(CT)-0.14:. 4-10 >503 180 BCLL 0:0: ' Rep Stress Incr . YES WB 0.00. Horz(CT) 0.00 . 3 n/a n/a BCDL 10:0 Code FBC2020/TPI2014 Matrix -AS Weight: 27 lb FT = 20% LUMBER- BRACING-... TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD. 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied.: OTHERS 2x4 SP No.3 REACTIONS. (size)' 3=Mebh'anical, 2=0-8-0, 4=Mechanical' Max Horz 2=246(LC 10) Max Uplift'3=-122(LC 10), 2=-246(LC 10) Max Grav 3=200(LC 15),.2=448(LC 15), 4=107(1_13 3) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 25O (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. ll; Exp C; Lncl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces.&:MWF.RS for reactions shown;:Lumbe'r DOL=1.60 plate grip 'DOL =.1:.60 2) Building Designer / Project engineer responsible for:verifyjng applied roof live loadshown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10 0. psf bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for alive -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:boftom chord and any other members. 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding:100 lb uplift at joint(6) .except at=lb) 3=122, 2=246. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be:applied directly to the bottom chord. Joaquin Velo PE No.68182 " M1Tek USA, Inc, FL Cert 6634 . p. East Blvd Ta 8804.Parke E mpa.F.. .. 0 .' .: June 15,2021 - & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.:, Design valid for use only with MiTek® connectors. This design is bese'd only upon parameters shown, erid:is foi an Individual building comporient, not'- a truss system. Before use, the building designer must verify the. applicability of design parameters and propeiiy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web"and/or chord members only. Additional. temporary and permanent bracing M!Tek- Is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general.guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSLTP11 Quality Criteria; DS6-89 and BCSI Building Component .. 6904 Parke East Blvd. Safety, Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL :36610 Job Truss Truss Type City Ply GHO Homes =Clementine -Traditional .... T24343862 2755274-GHO-I9MW EJ6A. .. Jack -Open:. 1 1 Job Reference (optional)' Builders FirstSource (Plant City, FL), Plant City, FL = 33567, : 8.430's Jun 2 2021 MiTek Industries,'Inc. Tue Jun 15 09:10:55 2021 Page 1 ID:g118wLVNi6YkTT7fi BJ8hFyw6EN-PmCZXVbLl4UB4_301fiau4RcLyjb6DyDYeW sW gi64gE 6-0.0 S tale = 1:20.3 2 I I 3x4 = 3 600 6.0-0 Plate Offsets (X,Y)-- 11:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 . CSI. :DEFL. in (loc): . I/defl. L/d PLATES. GRIP TOLL 20.0 ' Plate Grip: DOL. :1.25 TC 0:81... Vert LL .14.. 3-6 :. ( ) 0.>507 240 MT20 244/190: TCDL 15:0: Lumber DOL 1.25 BC 0.69. Vert (CT) 0..14 3-6 >509 180 " BCLL 0.0 ' Rep Stress Incir .. YES WB_ 0,00 Horz(CT). - -0.01 2 n/a n/a BCDL: 10.0 Code; FBC2020/TPI2014: Matrix -AS Weight.:.19 lb FT = 20%• LUMBER- BRACING- ' TOP CHORD. 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD: Rigid ceiling directly applied. REACTIONS. (size):1=0-8-0; 2=Mechanical, 3=Mechanical MaxHorz.1=159(LC10) Max Uplif i='-59(LC 10), 2= 140(LC 10); 3=-1(LC 10) Max Grav 1=274(LC 15),.2=214(LC 15), 3=112(LC 3) " FORCES. (lb) -Max. Comp./Max. Ten. -'All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;-Vult=160mph (37second gust) Vasd=124mph; TCDL=5:Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and - forces &-MWFRS'for reactions shown;:Lumber DOL=1.60 plate grip DOL=1:.60 " 2) Building Designer/ Project engineer responsible for: verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of'20.Opsf on the bottom chord in:all areas where a:rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to g'irder(s) for truss to.truss connections. 6) Provide mechanical corineotion (by others) of truss to bearing plate capable of withstanding:100 lb uplift at joint(s).1; 3 except (jt=lb) ' 2=140. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be:applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc:. FL Cott 6634 ast Blvd. Ta p 8904;ParkeE m a.F.L33610: Date:. June 15,2021 ' 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, andis for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and, properly Incorporate this design into the overall: - building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members only: Additional.temporary and permanent- bracing WOW is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see : ANSUTPII Quality Criteria; DSO-89 and BCSI Building Component 6904 Parke East Blvd: Safety Informationavailable from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss : Truss Type Qty : Ply GHO Homes - Clementine - Traditional T24343863 2755274-GHO-I9mW EJ6B Jack -Open 1 1 Job Reference (optional)":: byucierS mrsttiource (mant ld[y, t-L), rlant L;ny, I-L - 33bbf, : 8.43u S Jun 2 zu21 mi I eK mdustnes, Inc. I ue:Jun 1 b u9:1 u:b6 2u21 rage 1 ID.:gll8wLVNi6YkTT7fiBJBhFyw6EN-ty9xkrczW Nd2iBeasMVpQlzgVL4vtOMmHFQ3Gz64gD -2_0_0 4-5-11 6 0 0 :. . 2-0 7 0 4-5-11 1 6 5 Scale - 1 W . Q} 1 4-5-11 4-5-11 rr 5 1 .6-- 1-56-5 —I Plate Offsets X,Y)-- [2:0-3-12,Edge] . LOADING (psf) SPACING- 2-0-0 .. CSI. DEFL. in (loe):. I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC 0.59. Vert(LL). 0.13:. 6-12 >536 240 MT20 :2.44/1910 TCDL 15:0 ... Lumber DOL ... 1.25 BC 0.62. VertCT 0.26 6-12 >357 186 () BCLL 0:0 Rep Stress Incr YES WEI 0.09 HOrz(CT) 0..07 4 n/a rya .. BCDL: 10.0 Code. FBC2020lfPl2014 Matrix -AS Weight::29lb FT=20% " LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD . .: Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 " REACTIONS. (size) 4=Mechanical, 2=0-8-0,.5=Mechanical Max Horz 2=208(LC 10) Max.Uplift 4=-32(LC 6); 2=-263(LC 10), 5= 57(LC 10) . . Max Grav:4=51(LG1), 2=450(LC 15), 5=203(LC,15) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 _(Ib) or less except when shown; WEBS 3-6=-257/313 NOTES- ..... 1) Unbalanced roof live loads have, been considered for, this design. 2) Wind: ASCE 7-16; Vult=160m0h (3-second gust) Vasd=12.4niph; TCDL=5.Opsf; BCDL-5.0psf; h=15ft; B=79ft; L=40ft; eave=oft; Cat. 11; Exp.C; Encl., GCpi=0;18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right, exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber'DOL=1.60 plate grip. DOL=1'.60: 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage toprevent water ponding, . " 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with. any other live loads. 6)*This truss has been -designed for alive 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) Refer to girder(s) for truss to truss connections.. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except at=lb) 2=263. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord -and 1/2" gypsum sheetrook be applied directly to the bottom chord: Joaquin VeW PE No.68182 MiTek USA, Inc: FL Celt 6634 .. 8904.Parke East Blvd. Tampa.F.l, 33610. Date: ; : . June 15,2021 _. . © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. _ _ Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown, and:is for an Individual building component., not a truss system. Before use, the:building designer must verify the. applicability of design parameters and properly Incorporate this design into the overall. • building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional_ temporary and permanent bracing, _ MITek' is always. required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing:of trusses and truss systems, see ANSI?PII Quality Criteria; DSB-99 and BCSI Building Component 6904 Parke East BW , Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL "36610 Job Truss Truss Type Qty .: Ply GHO Homes ='Clementine - Traditional .. :. T24343864 2755274-GHO-19MW EJ7 Jack -Open 11 1 Job Reference (optional)' Xu r 70-0 7-0-0 PI Off X Y 2.0 0 8 Ed ate sets O-- LOADING (psf) [ . - - , oej SPACING- 2-0-0. .. CSI. :DEFL. in (loc) . Well Ud PLATES GRIP TCLL 20.0 Plate Grip:DOL ..1.25 TC .095.:. Vert(LL): 0.15 .4-10 >556 240 MT20 :244/190 TCDL "1$:0: .:. LumberDOL .111.25 BC 0.57. Vert(CT) -0.25 .4-10 >340 180 BCLL - 0:0 .`. Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCD.L. 10.0 :, Code; FBC2020/TP12014„ ., Matrix -AS 7Weight::30lb FT=20% LUMBER-BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD ... Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied. - OTHERS 2x4 SP IVo.3. REACTIONS. (size) ,3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=273(LC 10) Max Uplift 3— 149(LC 10), 2=-251(LC 10) Max.Grav 3=240(LC 15),.2=490(LC 15), 4=126(LC 3) . :. . FORCES. (lb) - Max. Comp./Max.. Ten. - All forces 250 (lb) or less except when shown.' ' NOTES-. 1) Wind: ASCE 7-16;.Vult=i60mph (3-second gust).Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp.C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements specific - to the use of this truss' Component. 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 chord in.all areas where asectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. . : 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 3=149, 2=251: 7) This truss design requires that a minimum of 7/16" structural wood'sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin VelerPE No.6842 MiTek USA, Inc. FL Carl 6634 Tampa EastBlvd.a June 15,2021 . Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based. only upon parameters shown, andis foi an individual building ccmpdrieni, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall . - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing' p� M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing: of trusses and truss systems, see, : ANS//TP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd: : Safety. lntormation available from Truss Plate.lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 a a Tampa, FL'36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Traditional l ' T24343865 2755274-GHO-19MW H6 Jack -Open Girder 1 A. Job Reference (optional) duuaers mrstsource frlant uny, rat, mans cny, rL - J�bbr, 2_00: .. . !-0.-0 cs.gau S Jan Z ZUZ I Iv11 I eK 11MUSUIU5, InG I uV null 10 uv: I V:DO 4uz I rdgu r I D:qllBwLVNi6YkTT7fiBJ8hFyw6EN-pLHi9XdE2?tmxSozznXHVj3CP9hl Lal fEbkX79z64gB 3-0.0 6 0.0.. . .-3-0-0 3.0.0 Scale='1:16.2 , 44 = 2x4 11 3 :. 13 3.0-0 _ -3-0-0 . . Plate Offsets (X,Y)-- 12:0-3-8,Edge] . LOADING (psf) SPACING- 2-0-0. :. CSI. DEFL. in (loc)I/deft L/d GRIP TCLL 20.0 PlateGdp:DOL 1.25 TIC 0.50.: Vert(LL).-0.25'. 6 >287 240 _PLATES MT20 244/190 TCDL 150: .:. Lumber DOL ...1.25 BC 0.86. Vert(CT) -0.33 . 6 >213 180 BCLL '0.0 Rep Stresslncr NO WS--0.04 HOrz(CT) 0.01 2 n/a n/a BCDL, 10.0 Code; FBC2020lfP12014 Matrix -MP Weight: 30 lb FT = 20%_ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD .' .. Structural wood sheathing directly applied or 6-0=0 oc.purlins. BOT CHORD 2x4 SP No.1 BOT CHORD.. Rigid ceiling directly applied or:7-9-12 oc bracing. WEBS 2x4 SP No..3. 2x4 SP No.3: , . REACTIONS. (size)' '2=0-8-0, 5=Mechanical Max Horz 2=168(LC 8)- Max.Uplift 2=-303(LC 8), 5=-118(LC 5) Max Grav:2=527(LC.36), 5=356(LC 37) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250.(Ib) or,less except when shown:. WEBS : 376=-288/136 NOTES-. 1) Unbalanced roof live loads have been considered for, this design. 2) Wind: ASCE 7-16; Vult=160'mph (3-second gust) Vasd=124rnph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=O.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific, to the use of this truss component. 4) Provide adequate drainage to prevent Waterponding. " 5) This truss has been designed fora 10.0 psf bottom chord live. load nonconcurrent with any other live loads. 6) `This truss has been designed for alive 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) Refer to girders) for truss to truss connections: . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)' . 2=303, 5=118. 9) Hanger(s) or other coiinection,device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 178 lb up at 3-0-0, and 96 lb down and 47 lb up at 5-0-12 on top chord, and'161 lb down and 641b up,at 3-0-0, and 41 lb down and.1 lb up at 5.0-12: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 (plf) Vert: 1-3=-70, 3-4=-70, 5-10= 20: Joaquin VeleiFE No.68192 Concentrated Loads (lb) " "' "' Vert: 6=32(F) 13=-3(F) 14=1(F) 6904 Parke East Blvd. Tampa FL 33610 . Date.. . June 15,2021 A WARNING -Verify design'parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.: Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and:is for an individual building oomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall: - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional. temporary and permanent bracing. MiTek' Is always. required for stability and to prevent collapse,with passible personal inlu.ry and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing:of trusses and truss systems, see . ANSUTP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safe ty.I.niormation available from Truss Plate. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City , ; Ply GHO Homes =Clementine -Traditional r ' T24343866 2755274-GHO-I9MW H7. Half Hip Girder 'Job Reference (optional)' Builders FirstSource (Plant City,'FL), Plant City, FL - 33567, : 8.430 s Jun 2 2021 MiTek Industries, Inc...Tue Jun 15 09:10:59 2021 Page 1 ID:gllBwLVNi6YkTT7f BJBhFyw6EN-HXr4Nsesol?dZcN9XU2W 2wbOoZAE3?5pTF.U4fbz64gA 2 0 0 5.0-0 7 0 0. 2-0-0 5-0-0 2-0 0 Scale 1 S - . _ 4x4 - 3x4 = - :21.1 ' 3 4 1 s. 0 2x 500 70=0 ' 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES' GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 6-12.. >999 240 ..MT20 . 244/190 TCDL .15.0 Lumber DOL .1.25 BC 0.26. Vert(CT) -0.04 6-12 >999 180 . BCLL - 0.0 ':. Rep Stress Incr : .NO WB 0.18. Horz(CT) 0.00 . 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Mafdx-MP Weight: 40lb. FT=20% LUMBER- BRACING- "' TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD. 2x4:SP No.2 BOT CHOP.'.:'Rigid ceiling directly applied.or:10-0-0 oc bracing.. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size)-.2=0-810, 5=Mechanical Max Horz'P=222(LC 8) Max Uplift 2=-445(LC 8); 5==357(LC 8) Max.Grav 2=536(LC 1);.5=543(LC 82) FORCES. (lb) - Max. Comp:/Max.: Ten. - All forces 250 (lb) of less except when shown. TOP CHORD 2-3=-447/201; 3-4==335/217 BOT CHORD 2-6--224/340 WEBS 4-5=-557/365, 4-6=-391/602 NOTES- 1.) Unbalanced roof live loads have been considered for this design,. 2) Wind: ASCE 7-16; Vult=-160mph'(3-second gust) Vasd-124mph; TCDL=5,0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=511; Cat. II; Exp C; Encl.; GCpi=0.18; MW FRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 ... 3) Building Designer/ Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a iive'load of 20.Opsf on the bottom chord in all areas where wrectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any othermembers. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(g) except at=1b) 2=445, 5=357. 9) Hanger(s):or other connection device(s) shall be provided sufficient to supportconcentrated loads) 269 lb.down and 256 lb up, at 5-0-0 on top chord, and 387 lb down and 186 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is ' the responsibility of others. . .. 10) .In the LOAD CASE (8)'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 Joaquin Velez PE No.68182 Uniform Loads (plf) MITek USA, Inc: FL Cert 6634 Vert: 1-3=-70, 3-4=-7.0, 5-10=-20 East Blvd. 69Tampa ar Concentrated Loads' lb Vert: 3= 68(B).6=-150(B) Date: June 15,2021 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE, MII.7473 rev. 5/19/2020 BEFORE USE.:. Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown, and :is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propeily Incorporate this design into the overall! building design. Bracing indicated is to prevent buckling of individual truss web,and/or chord members only. Additional. temporary and permanent bracing MiTek- is always, required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the , ; , , , _ ... . fabrication, storage, delivery, erection and bracing: of trusses and truss systems, see . ANSYTP11 Quality Criteria; DSB-89 and SCSI Building Component .. 6904 Parke East Blvd. Safety.Information available from Truss Plate. institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes = Clementine -Traditional T24343867 2755274-GHO-I9MW H7A Half Hip Girder 1 1 Job Reference (optional) t1UltaerS rlrsiaource f viani laly, rLb - viani Gay, rL - J3b11/, . tf.4:1u S tun 2 zu21 mi I eK Inausines, Inc.. I ue Jun 1 o uv:l I :UU zuzi rage l ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-mjPSaCfUZc7UAiyL5CZIb8BVSzSooS_yhvDdC1 z64g9 2=0-0 2-10-0 5-8-0 7-0-0 2-0-0 2-10-0 2-10-0 1.4,0 4x4 2x4 11 a '1 2.9 3 4. .. 0 2x 2-10-0 2-10-0 LOADING (psf) ": 'SPACING- 2-0=0 CSI. DEFL. in (lob) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 . TC 0.66 :Vert(LL) 0.24 6-12: >341 240 MT20 244/190 TCDL :15:0 Lumber DOL :1.25 BC O56. Vert(CT)-0.38:. 6-12 >216 180 BCLL 0:0: '.:. Rep Stress Incr : .:..NO WB 0.08.. Horz(CT) 0.01 2 rVa n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 37 Ib FT = 20% LUMBER- " BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD.'2x4 SP M 31 except end verticals: .. WEBS 2x4 SP No.3 BOT CHORD: Rigid ceiling directly applied or10-0-0 oc bracing. OTHERS 2x4 SP N0..3 REACTIONS. (size) . _5=10echanical, 2=0-8-0 Max.Horz 2=240(LC 8) Max Uplift 5=-343(LC 8), 2=-308(LC 8) .... Max Grav 5=677(LC 25),.2=559(LC 25) FORCES. (Ib) - Max. Comp./Max; Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-343/248 NOTES- . . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat: .: II;:Exp C; Encl., GCpi=0.18; NIWFRS (directional); cantilever left: and right exposed LumberDOL=1.60 plate grip. DOL=1.60: 2) Building Designer / Project engineer responsible forverifying applied roof live load. shown covers rain loading requirements specific to the use of this truss'componerit. 3) Provide adequate drainage to prevent waterponding. 4) This truss has been designed for a 16.0. pst bottom chord live load nonconcurrent with any other live loads. 5). " This truss has been.designed for a five load of 20.Opsf on the bottom chord in all.areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom:chord and any other members: . 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate. capable, of withstanding 100 lb uplift at joint(s)except at=lb): 5=343; 2=308: ' 8) Hangers) or other connection device(s) shall be provided sufficient to: support concentrated load(s) 219 lb down and 212 lb up at . 5-8-0 on top chord, and:364 lb down and 181 lb up at :5-8-0 ombotiom 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 CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25.. Uniform Loads (plo :.: .. Vert: 1-3=-70, 3-.4=-70 5-.10= 20 Concentrated Loads (lb) ' Vert:-3=-122(F) 6=-196(F) Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 66U East Blvd Ta . are mpa.. 33.610 . . Date:: . June 15,2021 ' WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foi an individual building component, not . a truss system. Before use; the:building designer must verify the applicability of design parameters and properly incorporate this design into the overall' . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: -Additional temporary and permanent bracing. M ITek• Is always required for stability and to prevent collapse,with possible personal Injury anal property damage. For general. guidance regarding the - .. . . _ . . ... .. ...: : fabrication, storage, delivery, erection and bracing: of. trusses and truss systems, see : ANS//TP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd: : Safety.Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty : ply GHO Homes = Clementine - Traditional 1 T24343868 2755274-GHO-I9MW HJ3 Diagonal Hip Girder .. Job Reference (optional) tyuuaers rlrstbource trlanl coy, rl-/, rlanl t Ily, rL - JJaor, . =2-9-15 2-9.15 0.43V 5el Url a LVe I Iwl 1 UK IIIUUbUlub, IrIU. I Utl UU11 10 Vu: I — 1 — 1 rayu 1 " I D: g l i8wLV Ni6YkTT7fi BJBh Fyw6 EN-EwzgoYg6 KwFLovXYev4_7Lhe S M o?XwR5wzzBkUz64g8 423 4-2-3 Scale = 1:14.9 Plate Offsets (X,Y)-- [2:0-0-8,0-1-8) ' LOADING (psf) SPACING- 2-0-0..: CSI. DEFL. in (loc) . I/defl Ud PLATES GRIP TCLL : 20.0 " Plate Grip:DOL. ". .:1.25 TC 077. - Vert(LL) :0.09 .4-10 >541 240 MT20 244/190 TCDL 15.0..:. Lumber DOL :. 1.25 BC 0.56. Vert(CT) -0.09 .4-10 >573 180 . BCLL 0.0 .' Rep Stress Incir NO W B. 0,00 Horz(CT) 0.00 2 n/a n/a BCD"L• - 10.0 :. Code: FBC2020rrP12014:. Matrix -MP Weight: 23 lb FT = 20% LUMBER- BRACING- " r TOP CHORD 2x4 SP No.2 TOP CHORD ". " Structural wood sheathing directly applied or 4-2=3-oc.purlins. BOT CHORD 2x4 SP No.2 BOT CHORD: Rigid ceiling directly applied or:10-0-0 oc bracing. OTHERS' 2x4 SP No.3 REACTIONS. All bearings Mechanical except 0t=length).2=0=8.0, 2=0-8-0. (lb) - Max Horz 2=163(LC 8) Max Uplift All uplift 100:Ib or less at joint(s) 3, 4 except 2=-452(LC 8) Max.Grav All reactions 250 lb or less at joint(s) 3, 4 except2=584(LC 28), 2=368(LC 1.) FORCES. (lb) -Max. Comp./Mai., Ten. -All forces 250 (lb) or less except when shown. NOTES- . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust). Vasd=1 24mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ff; L=40ft; eave=5ft; Cat. II; Exp.C;.Encl. ; GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2), Building Designer/ Project engineer responsible forverifying applied roof live load shown'covers rain loading ret:luirements specific to the use of this truss corrlp'onent. . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of'20.Opsf on the bottom chord imall areas where eirectangle 3-6-0 tall by 2-0-0 wide will fit between:the bottom chord and. any other members. 5) Refer to 'girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding,100 lb uplift at joint(s) 8, 4 except at=lb) 2=452. 7)Hanger(s) or other cohriectiorl'device(s) shall, be provided sufficient to support;concehtrated load(s),182 lb, down and 143 lb up at; 1-4-15; and 182:Ib down and 143 lb up at' 1-5-6 on bottom chord. The'design/selection of such connection device(s) is the • responsibilityof others. 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 (plf) Vert: 1-3=-70, 4-8=-20 Concentrated Loads.(Ib) .. . .: . Vert: 11=143 (F=72, . B=72 ) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 „ East 8804.Parke Blvd.Tampa ampa L33610 . ..... ate:: June 15,202 . 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE... - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is foi an individual building component, not- a truss system. Before use, the -building designer must verify the applicability of design parameters and propedy,incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of Individual truss web.and/or chord members only: Additional, temporary and pennanentbracing MiTek' is always, required for stability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the : fabrication, storage, delivery, erection and bracing:of trusses and truss systems, see ANSIITP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd: : Safety Informationavailablefrom Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1. Tampa, FL _36610 - Job Truss Truss Type Qty : Ply GHO Homes -Clementine -Traditional 1 .:. ' T24343869 2755274-GHO-I9MW HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) timaers mrsiJOUrce (mam uny, rL), - viant l:f[y, rL - JJbb/, - - _ d.43U s Jun Y 2uzi mi I eK tnausmes, Inc...1 ue:Jun l b uv:i i:u2 2uzi rage l I D:gll8wLVNi6YkMfiBJ8hFyw6EN-i6XD?ugk5DNCO36kCdbDgZDpCm7eGLTF9DikGwz64g7 _2-9-15' 3-11-15 7-0.2 2-9,15 3-11-15 3-0-3 Scale='1:19.7 ' 0.8=0 3-11-15 7-0-2 0.8.0.:.. 3-3.15..:.. 3-0-3 ..... rlate uttsels tx,Y)-- t2:u-u-12,u-1-al LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc):.. I/deft. L/d PLATES GRIP TCLL 20.0 Plate Grip:DOL. 1.25 TC .0.77--- Vert(LL): -0.07.7-13 >999 240 MT20 244/190 TCDL 16.0. .: Lumber DOL 1.25 BC 0.60. Vert(CT) -0.07 . 7-13 >999 186 BCLL 0:0 "` Rep Stress Incr NO WB OA4 HOrz(CT). 0.01 6 n/a n/a BCDC, 10.0 Code: FBC2020/TPI2014: Matrix -MP Vlleight ;38 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 6 0-O oc. puriins: BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly "applied -or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 ?Except` 1-8: 2x4 SP No.3 sp REACTIONS.: All bearings Mechanical. except'( jt=length) 2=0-8-0, 2=0=8-0: (lb) - Max.Horz 2=216(LC 24) .. . Max Uplift: All uplift 100 lb or less at joint(s).4; 6 except 2=-478(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=734(LC 28), 2=441(LC 1), 6=281(LC 28) FORCES.: (lb) - Max. Comp./Max. Ten. All forces250 (lb) or less except when shown. TOP CHORD" : 2-3= 623/117 BOT CHORD 2-7=-175/543, 6-7=-175/543 WEBS 3-7=-57/272i3.-6=-608/196 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=7ft; Cat. II; Exp.C;.Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed:; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for.vedfying applied roof live load shown.covers rain loading requirements specific to the use of this truss component. 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 chord in all areas where a rectangle 376-0 tall by 2-0-0 wide " will fit between the bottom chord and any othermembers. 5) Refer to girder(s) for truss to truss connections.. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. except Qt=lb) 2=478. 7) Hanger(s) or other connection:device(s) shall be provided slifficfent to support concentrated load(s) 119 Ib down.and 65.Ib up at 4-2-15; and 119 lb down and 65 lb up at 4-2-15 on top chord, and 182 Ito down and 143 lb up at 1, 4-15, :182:lb down and 143 lb up. at 1-4-15, and 35 lb down and 4 Ib up at '4-2-15, and 35 lb down and 4 lb up at 4-2-15 on bottom chord..1 he design/selection of such connection device(s) is the responsibility of others. .. 8j In the LOAD CASE (S).sectioh 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: 14=-70, 5-11=-20 Concentrated Loads (lb) Vert: 7=7(F=4, B=4) 14=143 F=72, 13=72 Joaquin Velez:PE No.68162 MiTek USA, Inc. FL Cart 6634 6904Parke East Blvd. Tampa FL 33610 . - - Date: June 15,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. __.,... Design valid for use only with MiTek® connectors. This des'igri is based, only upon parameters shown, and is for an Individual building componenf, not - a truss system. Before use the building designer must verify the applicability of design parametersand propedy Incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members only. -Additional. temporary and pennanent.bracing MOW, is always. required for stability and to prevent collapse.with possible personal injury and property damage. For generatguidance regarding the... fabrication, storage, delivery, erection and bracing:oi trusses and truss systems, see . ANSIITP11 Quality Criteria; DSB-89 and BCSI Building Component .. 6904 Parke East Blvd. Safety. Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL "36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine -Traditional i r .:.. T24343870 2755274-GHO-I9MW HJ5A .: Diagonal Hip Girder .. 1 1 Job Reference (optional)* " Builders FirstSource (Plant .City, 'FL), . Plant City, FL + 33567, : 8.430's Jun 2 2021 MiTek Industries,Inc. TUe:Jun 15 09:11:04 2021 Page 1 ID:gIIBwLVNi6YkTT7fi BJ8hFyw6EN-eUezQai_drdMN F6K2ehl_JBJaknkDGYcXBrLpz64g5 -2-9-15 3 10 4 7 11-7 2-9-1 5: 3710.4 :471-3: Scale O V LJ 1 ...... 3.10_4 7-11.7 3-10.4 4-1.3 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud . PLATES - GRIP TCLL 20.0 Plate Grip:DOL. .:1.25 TC 0.86.:. Vert(LL). : 0.08 .7-13 >999 240 MT20 : 244/190: TCDL 15.0: Lumber DOL 1.25 BC 0.87. Vert(CT) 0.01 . 7-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 6 n/a n/a BCD.L- 10.0 Code: FBC2020/TP12014: Matrix -MP Weight:42Ib FT=20%.' . LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 4-3=5 oc.puriins. BOT CHORD 2A SP No.2 BOT CHORD: : Rigid ceiling directly applied-or:8-8-12 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=1-10-10, 6=Mechanical " Max Horz 2=234(LC 8) Max Uplift 4=-156(LC 8), 2=7571(LC 8), 6=-151(LC 5) Max Grav 4=213(LC.1), 2=772(LC 28), 6=364(LG24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-1103/467 BOT CHORD : 2-7=-442/816, 6-7=-442/816: WEBS .':. .3-6=-866/469 NOTES- 1) Wind: ASIDE 7-16; VuIt=:160mph'(3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=79ft; L=4011; eave=5ft; Cat. II; Exp:C; Encl.; GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live -load shown covers rain loading requirements specific to the use of this truss component. " " 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(sj for truss to truss connections. 6) Provide mechanical connection (by others) of. truss to bearing plate capable of. withstanding 100 lb uplift at joints) except Qt=lb) .. . 4=156,2=571,6=151:: 7) Hanger(s) or other cortnection.device(s) shall be provided sufficient to support concentrated load(s) 311 lb down and 402 lb up at 1-4-15, 258 lb down and:214 tb up at 1-4-15, 125 lb. down and 109 lb up at 4-2-15; 119 lbdown and 65 lb up at.4-2-15, and 157 lb down _arid '136 lb:up at 7-0-14, and 167 lb dowrYand 132 lb up at 7-0-14 on top. chord, and 16 lb, down ad 67 lb up at 4-2-15, 35 lb down and 4 lb up at 4-2-15, and 47 lb down and 31 lb up at 7-0-14, and 48 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.. 8) In: the LOAD CASE(S).sectionJoads applied to the face of the. truss are noted as, fro (F) or back (B). LOAD CASE(S). Standard 1) Dead +;Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1:25 Joaquin V9leiPENo.6fl182. Uniform Loads (plf) MtTek USA, Inc. FL Celt 6634 Vert: 1:4=-70, 5-11=20 . . Concentrated Loads (lb) East Blvd. Tampa 6904:Parke E m a FL 33610. , Vert: 14=277(F=19f, B==86) 16=-108(F=-49, B=-59):17=-13(F16, 8=4) 18=-67(F=-38, B=-30) bq Date:. June 15,2021 Q WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown, and.is for an individual building ccmpdnent, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing_ . MOW. is always, required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the- fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see : AIVSIITP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Saletylnlormation available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .... .. Tampa, FL'36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional T24343871 2755274-GHO-I9MW HJ6 Diagonal Hip Girder 2 1 Job Reference (optional) EiUllders Firsttiource (Plant uny, hL), Fran uty, rL - Jdbbf, VAJU s dun 4 Zt1Z r ivu i eK uruusrnes, rnU. r ue dun 10 ua: i i:uo cut r rnyc 1 I D:qllBwLVNi6YkTT7fiBJ8hFyw6EN-atmjrGj F9SteugPVRSg9gPOVCNUPC7wr4rgyPhz64g3 -2-9-15: 4-4-10 :8-5-1 2-9-15. 4.4-10 4-0-7 S = 1:2 Scale 2.0 ' O N .. \ u u l ... .. ... 4-4-10 8-5-1 .. . — — 4-4-10 4-0-7 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (lot) I/defl Ud PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.09 7=13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61.: Vert(CT) -0.08 . 7-13 >999 180 BCLL 0.0. ':. Rep Stress Incr . NO WB 0.30. Horz(CT) 0.01 6 n/a n/a : BCDL 10.0 Code FBC2020lfP12014 Matrix -MP Weight: 441ti .. FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied:or 5-4-7 oc puffins. BOT CHORD. 2x4 SP No.2 BOT CHORD . -Rigid ceiling directly applied.or.10-0-0 oc bracing..' . WEBS 2x4 SP No.3 " OTHERS 2x4 SP No.3 REACTIONS. (size) .4=1viech'anical, 2=0-10-15, 6=Mechanical Max Horz 2=243(LC 8) " Max Uplift 4=-125(LC 8); 2=-502(LC 8), 6=-78(LC 5) Max.Grav 4=174(LC 28), 2=827(LC 28), 6=388(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ; TOP CHORD 2-3_ 871/192 BOT CHORD 2-7= 266/775, 6-7=-266/775 WEBS 3-7=-6/278, 3-6=-837/288 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd.=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed'; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live:load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for.a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 4) *.This truss has been designed for alive 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb) 4=125, 2=502. 7) Hanger(s) or other connection, device(s) shall be provided sufficient to support concentrated load(s) 119 lb down:and 65 lb up at 4-2715, 119 lb down and 65 lb up at 4-2-15, and 177lb down. and 135 lb up at 7-0-14,and .177lb down and 135Ib up at. 7-0-14 on top chord, and 182 Ib;down and 143 lb up at 1-4-15, 182 lb down and 143 lb up at 1-4-15, 35 lb down and 4 lb up at 4-2-15, 35 lb down and 4 lb. up at 4-2-15, and 46 lb down at • 7-0-14, and 46 lb down at 7-0-14 on bottom chord. 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-(B): LOAD:CASE(S) Standard. 1) Dead + Roof Live,(balanced); Lumber Increase=1.25, Plate lnaease=1,.25, Uniform Loads"(plf) Joaquin Velei PE No.63182 Verts 1-4= 70, 5-11=-20 MlTek USA, Inc: FL Celt 6634 Concentrated Loads (lb) . 6904 Parke East Blvd. Tampa FL 33610. Vert: 7=7(F=4; 13=4) 14=-86(F=-43, B=-43) 1:5=143(F.=72, B=72) 16=-50(F=725, 13=725) Date: June 15,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev.5119/2020 BEFORE USE. ' Design valid for use only with MiTe4 connectors. This design is based. only upon parameters shown, and:is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MITek� is always. required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety, Information, available from Truss Plate. Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes = Clementine - Traditional ' T24343872 2755274-GHO-I9MW HJ7 ' . Diagonal Hip Girder 1 1 .. nuimers rirsioource triant.liny, M), rlanr L.ny, rL - J000/, 2915 2915 0 Job Reference (optional) 8.430's Jun 2 2021 MiTek Industries,Inc. Tue Jun 15 09:11:07 2021 'Page 1 . ID:gll8wLVNi6YkT.T7fi BJBhFyw6EN-23K62cktwm?U W q_h?ABONcwgynppxW z_IVQVy7i64g2 9-10-1 . :5-0.8 Scale = 1:24.2 ' v Io : I p_g_p 9:10-1 61-0 4-1-9 ..... 5-0-8. LOADING (psf) SPACING- 2-0=0- CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL. 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.11 7=13: >999 240 MT20: 244/190 TCDL 15.0 Lumber DOL .1.25 BC 0.66. Vert(CT)-0.10.. 7-13 >999 180 BCLL 0.0. '. Rep Stress inor : . NO WB 0.5T Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 50 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc pudins. BOT CHORD 2x4 SP No.2 .1 : BOT CHORD . Rigid ceiling directly applied .or.9-9-9 oc bracing.: WEBS 2x4 SP No.3 —' OTHERS 2x4 SP No.3 REACTIONS. All bearings. Mechanical except at=length).2=0-8-0, 2=0-8-0. (Ib) - Max Horz 2=270(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 6 except 4=-126(LC 6), 2=-524(LC 8) :. . Max Grav All reactions 250 lb or less at joints) 4 except 2=913(LC 28), 2=581(LC'1), 6=41:7(LC 28) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1089/252' BOT CHORD 2-7=-342/1000, 6-7=-342/1000 WEBS 3-7=0/294, 3-6=-1061/363 NOTES- 1,) Wind: ASCE 7-16; Vult=160mPh (3-second gust) Vasd.=124rhph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0;18; MWFRS (directional); cantilever left and.right exposed';' Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied'roof live:load shown covers rain loading requirements specific to the use of this truss component. 3) na. 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 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s). for truss to truss connections. 7) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except at=lb).. . 4=126, 2=524. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 65 lb uP at 4-2-15, 119 lb down and:65 Ib:up at 4-2-15, and 180 lb down and 136 lb up at 7-0-14, and 180 lb down and 136. Ib:up at 7-0-14 on top chord, and 182 lb down and 143 lb up. at' 1-4-15, 182 lb down and 143 lb. up at 1-4-15, 35 lb down and 4:Ib up at 4-2-15, 35 lb - down and 4 Ib up at 4-2-15, and 45 Ib down at 7-0-14, and 45 Ib down at 7=0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Inahe LOAD CASE(S).sectioit,.loads applied to the face of the.truss are noted as front (F) orback (B). LOAD CASES) , Standard 1) Dead +Roof Live (balanced): Lumber Increase--1.25, Plate Increase-1.25. Joaquin Velei PE No.68182 Uniform Loads (plf) :. MiTek USA I 66 e. Vert: 1-4=-70, 5-11=-20 " 6904,Parke Ene, East d T m a FL 33610. as v Tampa Concentrated Loads (lb) . Date:: Vert: 15=-77(F=-38; B=-38) 16=143(F=72, B=72) 17=7(F=4, B=4) 18=-49(F=-25; B=-25) June 15,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE-Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only. upon parameters shown, and is for an individual building comporienf, not A truss system. Before use, the. building designer must verify the applicability of design parameters and property incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of individual truss web,andlor chord members only: Additional temporary and permanent bracing MiTek' . is always, required for stability and to prevent collapse.with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing-, of trusses and truss systems, see, . ANSYrPlr Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. : Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waidod, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Traditional t r 1 T24343873 2755274-GHO-I9MW HJ14 . .: Diagonal Hip Girder 1 1 :. .. Job Reference (optional) tiunaers rlrstbource trtant ony, 171-f, viant u1y, t•L- 33bbf, 0.43U s Jun 4 zuc r rvn r eK aNuSu i es, aic...r ue —, rU —r r.u..— rays i . ID:gll8wL-VNi6YkTT7fi BJBhFyw6EN-EwzgoYg6KwFLovXYev4_7LheSMryXwR5wZzBkUi64g8 -2-9-15 3-0-12 . . 2-9-15 3-0-12 - _ S = 1.1 Scale 3.0 3 1 -0-12 0 N O Plate Offsets (X,Y)-- [2:0-0-12;0-1-8] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/dell _ Lid PLATES GRIP TCLL 20.0 Plate Gdp:DOL .1.25 TC 0.77. Vert(LL) 0.04.. 4-10 >999 240 MT20 244/190 TCDL - 15:0. .:. Lumber DOL 1.25 BC 0.37 Vert(CT) -0.03 . 4-10 >999 180 BCLL 010 Rep Stress Incr NO WB. 0.00 Horz(CT) 0.00 2 n/a n/a BCD.L 10.0 Code: FBC2020frP12014 Matrix -MP Weight::19 lb FT = 20 % . . _. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 pTOP CHORD . 'Structural wood sheathing directly applied or 3-0=12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD. Rigid ceiling directly applied or10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except at=length) 2=0=870, 2=0-8-0. (lb) - Max Horz 2=141(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-414(LC 8) Max Grav All reactions 250 lb or less at joints) 3, 4 except 2=489(LC 28), 2=385(LC 1) FORCES. (lb) - Max. Comp./Max.; Ten. - All forces 250 (lb) or less except when shown.' NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat: II; Exp.C;:Encl., GCpi=0.18; MWFRS (directional); cantilever left and:right 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 ldwind (normal to the face), see Standard.lndustry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.. . 3) Building Designer/ Project engineer responsible for verifying applied. roof live load shown Covers rain loading requirements specific to the use of this:truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for.a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift. at joint(s) 3, 4 except Qt=1b) 2=414: 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 44 lb. up at 1-4-15, and 182 lb down and 143 lb up at 1-4-15 on bottom chord. The design/selection of:Such connection devioe(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 (plfj " Vert: 1-3=-70, 4-8=-20 ' Concentrated Loads (lb) Joaquin Velez:PE No.68182 Vert: 11=101(F=72, B=29) MiTek USA, Inc. FL Celt 6634 East Blvd. Tampa 6904;Parke E FL 3 3610 D ate.. . June 15,2021 A WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MITeW connectors. This design is based only; upon parameters shown, and is f6i an Individual building comporienf, not . . - a truss system. Before use, thebuilding designer must verify the applicability of design parameters and properly incoryorate this design into the overall. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MiTek' is always required for stability and to prevent collapse. with possible personal injury and property damage. For general. guidance regarding the : fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see , ANSUTPII Duality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd.. Safety Information available from Truss Plate. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty : Ply GHO Homes - Clementine - Traditional 1 r T24343874 2755274-GHO-I9MW V1 GABLE 1 A ' Job Reference (optional)' t0uueers rtrsiaource triani.uny, I-L), . riarn uny, rL - ao001, - o.vou s un c m, — a iuuau,ea, ,.... —, ,,, —, ,..0 , U. ID:gl IBwLVNi6YkTT7fi BJ8hFyw6EN-XGuUGxIVh37L8_Zu2tidvgTz5BHfg367X993Uaz64g1 1-9-7 1-11-1 7-2-8 12-5-15 12r7,=9 14'-5-0 1-9-Z 0-1-9 5-3-7 5-3-7 0-1-9.. 1-9-7 S = .. tale. '1:23.1 4x4 = 4 6 6 .10, .: 9 ... .. g 3x8 2x4 11 2x4 11 2x4'11. 3x8 \ 14-5-0 1450 LOADING (psf) SPACING- 2-0-0: CSI. DEFL. in (lob) ' I/defl Ud SPLATEP GRIP TCLL 20.0 Plate Grip DOL 1.25. • : TC 0.30 - Vert(LL) n/a n/a. 999 MT20: 244/190 TCDL '15:0 Lumber DOL 1.25 BC 0.17. - Vert(CT) n/a.. n/a 999 . BCLL O.Q '.. Rep Stress Incr : YES WB 0.13. Horz(CT) 0.00 . 7 n/a n/a' . BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:541b :: FT=20% ' LUMBER- BRACING- ' - TOP CHORD 2x4 SP No.2 " . "' TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD. 2x4 SP No.2 BOT CHORD ''Rigid ceiling directly applied or:6-0-0 oc bracing.::: OTHERS 2x4 SP No.3 REACTIONS. All bearings 14=5-'0; (lb) - Max Horz.1=-121'(LC 8) Max:Uplift'All uplift 100 lb or less at joint(s) 7; 9 except 10= 187(LC'10), 8==191(LC 10) Max Grav All reactions:250 lb or less at joint(s) 1, 7, 9. except -1 0=413(LC 15), 8=447(LC .16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-7= 261/271 BOT CHORD 1-10=-196/286, 9-10=-196/286, 8-9=-196/286, 7-8=-196/286 WEBS 3-10=-327/418, 5-8=-348/446 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=12.4niph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; gave=5ft; Cat. 11; Exp C; Encl., GCpi=0;18; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 5-2-8; Exterior(2R),5-2-8 to 9-10-1,' Exterior(2E) 9-10-1'to 13-9-7 zone; cantilever left and right exposed ;C-C for members and'forces & MWFRS for reactions: shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building'Designer / Project engineer responsible formerifying applied roof live load shown covers rain loading requirements specific to the use of this truss componerif. 4 Gable requires continuous b'ottorn chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any othermembers. ..... ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9. except at=lb) .10=187, 8=191. Joaquin Velez PE No.68.182 MiTek USA, Inc. FL Cert 6634 East as Blvd.T ampa..-'33610... .Date::.. . June 15,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mil-7473 rev. 5/19/2020 BEFORE USE. - " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and:is for an individual building component, not ' �' a truss system. Before use, the:building designer must verify the applicability of design parameters and properly incorporate this design into the overall' 'building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent:bracing MiTek' Is always. required for stability and to prevent collapse.with possible personal injury and property damage. For general. guidance regarding the : fabrication, storage, delivery, erection and bracing: of trusses and truss systems, see : : ANSI?Pll Quality Criteria; DSB-89 and SCSI Building Component 6904 Parke East Bldd, Safety. Information available from Truss Plate. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - - - Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Haines - Clementine - Traditional t r T 24343875 2755274-GHO-19MW V2. . . . Valley A Job Reference (optional) builders rtrsviource kmant Gny, rL), . - mant Lacy, rL - JJbb/, 6.431l s.Jun z zuzl mi I eK Inaustrles, Inc...I ue:JUn 1 b Uy:l1:U9 zuzl rage i - I D:g118wLVNi6YkTT7fi BJBhFyw6EN-?SSsTHm7SN FC18846bDsS103NbcJPXgHmpvc00z64g0 5-2-8 _ :.. . 5-2r8 Scale- .. = ... .. 1:18A 4x4 : . .. ..7 a.. 2 .: .. 5 .. .. 6.00 12. .. 3.. 1 v. .. :o: .. .. .. .. .. •o LJ 0 0 q . 2x4 G' ".. .. 2x4 .2x4 II: O.Q_B 10-5-0 0- -8 . . 10-4.8 . LOADING (psf) SPACING- 2-0-'0: .: CSI. DEFL. in (lot) I/defl Ud PLATES GRIP p :Vert(LL) n/a n/a 999 MT20: 244/190 TCLL. 20.0 Plate drip DOL 1.25. ... .' TC 0.58 TCDL :15.0 Lumber DOL ' .:1.25 BC .0.21 : Vert(CT) n/a.. n/a 999 . BCLL " 0:0: ' :. Rep Stress Itic' : . YES W B 0.1 O. Horz(CT) O.00 . 3 n/a n/a BCDL 10:0 . Code FBG2020lfP12014 Matrix-P.: Weight: 341fi' .: ' FT = 20% LUMBER- : BRACING - TOP CHORD 2x4 SP No.2 . "' ' .TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD: 2x4 SP No.2 BOT CHORD . .: Rigid ceiling directly applied. or:1 0-0-0 oc bracing'..' OTHERS 2x4 SP No.3 REACTIONS. (size):1=10-4,-0, 3=10-4-0, 4=10-4-0w. Max Horz1=-94(LC:8) . Max Uplift'.1=-104(LC 10), 3=: 1.04(LC 10); 4=-99(LC 10) Max Gram 1=211(LC 1)1:3=222(LC 16), 4=402(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb).or less except when shown. . WEBS 2-4=-288/344 NOTES- 1) Unbalanced roof.live loads have been considered for this design. 2) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat: .: II;.Exp C; Encl., GCpi=0.1.8; MWFRS (directional) and C,G Exterior(2E) 0-7-9 to 4-6-15, Exterjor(2R) 4-6-15 to 5-10-1,, Exteripr(2E) 5-10-1 to 9-9-7 zone; cantilever left and right exposed';C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires'continuous bottom chord bearing. sq " 5) This truss has been designed fora 10.0 psf bottom chord'live, load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf, on the bottom chord in all -areas where a rectangle 3-6-0 tall. by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift: at joint(s) 4 except at=lb) 1=104;3=.1.04.: j. j. Joaquin VelerPE No.68182. MiTek USA, Inc, FL Cart 6634 East 6904:Parke E st Blvd. d. Tampa FL33610: Datb::: . June 15,2021 ' A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE... _ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and:is far an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into he overall t - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Add Additional, temporary and perm anentbracing: NOW Is always. required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the - fabrication, storage, delivery, erection and bracing:ot trusses and truss systems, see : ANSUTP/f Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East 13W. Saletylntormation available from Truss Plate. Institute, 2670 Crain Highway, Suite 203' Waldorf, MD 20601 :.. . ' ..:.. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes -Clementine -Traditional ` r f T24343876 2755274-GHO-I9MW V3 Valley :. 2 1 Job Reference (optional)' I3UIItlerS hlf6tS0Ufce (Ylam urly, f•L), . Plant L:Ity, hL = 3366 I, IJAJU Stun z 2u21 mi I eK mrlustnes, Inc...I ue:JUn l b UM 1:U9 2U21 rage l : I D:gllBwLVNi6YkT77fiBJ8hFyw6EN-?SSsTHm7SNFC18846bDsS10ABbfnPYQHmpvcOOz64gO 300 300 Scale =1 :10.3 2: 2x4 11 — 6.00 12 w. 1. a 3 .2x4 2x4 ll:. . I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (oc) I/defi Ud PLATES . GRIP TOLL. 20.0 Plate Grip DOL 1.25..:.. TC 0.15 Vert(LL) n/a n/a. 999 MT20: 244/190 TCDL :15.0 .: Lumber DOL .:1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0:0 Rep Stress Incr : .:. YES W B 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Weight: 10 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD '2x4 SP No.2 except end verticals: WEBS 2x4 SP No.3 BOT CHORD. Rigid ceiling directly applied or:10-0-0 oc bracing. REACTIONS. (size) '1=3-0-0:3=3-0-0 Max Horz,1=60(LC 10) Max .Uplift '1=-22(LC 10), 3=-52(LC 10) Max Grav 1=103(LC 15), 3=112(LC 15) FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ... NOTES- . . . 1) Wind: ASCE 7-16;_Vult=160mph (3-second gust)_ Vasd=1 24mph; TCDL=5:0psf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., .GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and ' forces,&:MWFRS for reactions shown;•Lumber DOL=1.60 plate grip DOL=.1:.60 2) Building Designer / Project engineer responsible for verifying applied roof live load: shown covers rain loading requirements specific to the use of this truss' component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other.live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in:all areas where a.rectangle 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) .1; a.. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:. Design valid for use only with MiTek® connectors. This design is based.only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additionaltemporary and perrnanentbracing. MlTprk' Is always. required for stability and to prevent collapse.with possible personal Injury and property damage. For general. guidance regarding the . fabrication, storage, delivery, erection and bracing.of trusses and truss systems, see, . ANS11fPl1 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd:' Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL -36610 Job Truss Truss Type Qty Ply GHO Homes =Clementine -Traditional T24343877 2755274-GHO-I9MW V4 Valley 1 1 Job Reference (optional) - Builders FlrstSource (F9ant.Gity, FL), F'lant city, FL - 33567, 8.43U s Jun 2 ZU21 MI I eK Inaustries,- Inc. ..I ue Jun 15 U9:11:1 U 2UZ1 rage 1 ID:q118wLVNi6YkTf7fiBJBhFyw6EN•TeOEgdml DhN3N liGgl15?FYDs?xTB?gO_Te9YSz'64g? 500 5-0-0 2 1 x4 I Scale = :1.5.7 ' 2 6,00. 12 0 0 3 2x4 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in '(loo) I/dell Ud --PLATES GRIP TCLL' 20.0 Plate Grip DOL 1.25 _ _ _ TC 0.60 Vert(LL) n/a n/a. 999 MT20: 244/190 TCDL 15.0 Lumber DOL . ' .:1.25 BC 0.22, Vert(CT) n/a n/a 999 . BCLL 0.0 Rep Stress Incr ... YES W B 0.00 Horz(CT) 0.00 . n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Mafrix-P - Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied:or 5-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD: Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) ,1=4-11-8, 3=4-11-8 Max Hoyt 1=114(LC 10) Max.Uplift 1= 43(LC 10), 3=-99(LC 10) ' Max Gram 1=195(LC 15),.3=213(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP'CHORD 2-3=-195/306 NOTES- 1) Wind: ASCE'7-16;.Vult=160mph (3-second. gust).Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp.C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load Shown covers rain loading requirements specific to the use of this truss'component. 3) Gable requires continuous bottom chord.bearing. 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 We load of 20.Opsf on the bottom chord in all. areas where a rectangle 3-6-0 tall by 2-070 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, 3. Joaquin Velei PE No.66192 MiTek USA, Inc. FL Ceit 6634 6904;Parke East Blvd. Tampa FL 33610. . Date:.. . June 15,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE... Design valid for use only with M.7600 connectors. This design Is based. only upon parameters shown, "and:is for an Individual building component, not a truss system. Before use, thebuilding designer must verify applicability of design parameters and, property Incorporate this design into the overall: building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only: Additionattemporary and perm anent -bracing. , . MiTek' ' is always required for stability and to prevent collapse with possible personal Injury and propertydamage. For general. guidance regarding the , fabrication; storage, delivery, erection and bracing, of trusses and truss systems; see ANSUIPII Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL ,36610 Symbols,. Y Numbering S stem; General Safety Notes Y PLATE LOCATION AND ORIENTATION 1 3/ " Center plate on joint:unless x, y 6-4-8 Failure to Follow Could Cause Property. dimensions shown in ft-in-sixteenths 4 offsets are indicated.: (Drawings not to scale) Damage or.Persdhc -Injury Dimensions. are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates.to both sides of truss. 1 2 g :diagonal or X=bracing, is always required. See BCSI.. . and fully'embed teeth. - TOP CHORDS 2. Truss bracing must be designed by an engineer. For CI-2 c2a wide truss spacing,: individual lateral braces themselves O 1/1fi may require bracing; or alternative Tor I p WEBS c34 4. " bracing should be. considered. A p :. p 3. Nev. er'exceed the design loading shown and never . 2. �. 3 �� 3 O stack materials on inadequately braced. trusses. .. .. .. .. U p T - .. O 4: :Provide copies of this truss design to the building designer, erection supervisor, property owner and For 4 x 2 orientation, locate ~ c7-8 ce-7 c5=6 .: all other interested parties... ,,. BOTTOM CHORDS plates 0 V,e from outside 5. Cut members to bear tightly against each other._ edge of truss: 8 7 6 5 e Place plates on each face of truss at each joint and embed fully. Knots and wane at joint "' This symbol indicates the ' .. JOINTS -ARE GENERALLY NUMBERED/LETTERED: CLOCKWISE. locations are regulated by ANSI/TPI 1.. required direction -of slots in. AROUND THE TRUSS. STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSIIrPI 1. Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY. END JOINT .. 8. Unless otherwise noted,. moisture content of lumber NUMBERS/LETTERS. shall not exceed 19 % at time of fabrication. software or upon: request: " 9. Unless expressly noted, this design is "not applicable for PRODUCTCODE APPROVALS use with fire retardant, preservative' treated, or green lumber.. PLATE SIZE ICC-ES Reports: 10. Camber is a non-structural consideration and is the ... The first dimension is the plate responsibility of. fruss:fabricator. General practice is:to 4x4 width measured perpendicular. ESR-1311, ESR-1352,.ESR198$ camber deflection. cam dead -load ion. - to slots., Second dimension -is ER73907, ESR-2362, ESR,1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and :in all respects,.equal to. or better than that specified:. Indicated by symbol shown and/or Trusses are designed for wind, loads in the plane of the 13. Top .chords must be sheathed or purrins provided at by text in the bracing section of the truss unless otherwise:shown:. spacing indicated: on design. output: Use T.or I bracing . 14. Bottom chords require lateral bracing at 10 fi.'spacing, if indicated. Lumber design values are in accordance with ANSI/TPI :1 or le o ceiling n less, if •ling n is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. Connections t snow e responsibility f others 15 C ions no n are the espo sibility o :. . :. Indicates location where:bearings .:,approval of an.engineer.mem r prior 1 be or plate without r' (supports) occur. icons vary but:. C 2012 MiTekO All Rights Reserved 17. Install and load vertically unless indicated otherwise. reaction section indicates joint . number where'bearings occur. 18. Useof green or treated lumber may pose unacceptable ... Min size shown is for crushing only. environmental, health or performance risks. Consult with project engineer before use. . wie rt Industry Standards' 1 Rev iew w all portions of this design (front, back, Words n Specification for Metal .. and pictures) before use. Reviewing pictures alone ANSI/TP11: National Design P .is not sufficient. Plate Connected Wood Truss' Construction. DSB-89: Design Standard'for, Bracing. MiT. ® 20. Design assumes manufacture in accordance with /TPI 1Q BCSI: Building .Component Safety Information, ANSI uality Crit eria. feria. Guide to Good PraCtlCe.for Handling, 21.The design does not take into account any dynamic Installing k Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet: M117473 rev. 5/19/2020